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TRUSS PAPERWORK
Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek° -- FILE -CAP '- - -- - RE: J36973 - Tubito Guest House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, Fl- 33610.4115 Customer Info: Telese Builders Project Name: Tubito Guest House Model:. SCANNED Lot/Block: . Subdivision: . BY Address: 5703 Oleander Ave.,. City: Ft. Pierce State: FL. St. Lucie County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All Heigh1l Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 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. I Seal# I Truss Name Date 1 1 T15508836 1 A01G 11/6/18 12 IT15508837 A02 i 11/6118 1 13 1T15508838�A03 I11l6/18 14 1 Tl5508839 1 A04 111/6/18 1 15 I T15508840 1 A05 111/6/18 1 16 1T155088411A06 111/6/18 1 17 1 T155088421 A07 11/6/18 1 18 I T15508843 I A08 1 1116/18 1 19 I T15508844 1 A09 111/6/18 1 110 1T155088451At0 111/6/18 1 Ill I T15508846 1 Al 1 G 111/6/18 1 12 I T15508847 I ZCJ2 111/6/18 13 I T7 55 CJ4 11/6/180 T15584 214 11/6/18 15 15508850 ZEJ6T 11/6/18 16T15508851 11 ZHJ6 1l 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 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/rPl 1, Chapter 2. y 68182 - 2' 3 STATE OF : W 00. /ONA1.E�.�`. �/1111111111 Joa uln Val z PE No.68182 k USA, c.FI-Cert6634 69 Parke st Blvd. Tampa Fl. 33610 Ba� � November 6,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Ory ply Tubito Guest House T75508836 J36973 AOIG Hip Girder t 1 Job Reference a bona cast s.oas[iress, It. name, rL-a4a40, _ a.220-G.Ue1-U 201a Ml l ek UWUSleS.Anc, Iue NOV-0 '- - - - ID:6y6pu6g8Y68lyOmXj?b4M3yM GQ-?THRx?SK6prBO3yAX86z0_4SZ 3+0 I 8.60 I 162-0 13iL 1}10-0 2i-1" ZG1-0 30.7A SbT }1A }B-0 }2-0 I27d-0 I I 580 }60 2' TRUSS DESIGNED FOR MWFRS ONLY, PER E.O.R. REQUEST. TYPICAL IN THIS JOB. 3, NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x8 _ NAILED Spatial 8.00 F12 NAILED NAILED U4 = 4x4 - NAILED loll 3q4 3s8 = 4x8 - 4x8 = 3 30 4 31 325 33 34 35 35 B 37 30 7 39 8 40 9 10 bib Lij 23 so = 3xe II 6x8 = 22 41 21 42 43 20 NAILED 4x4 = NAILED 3x8 = 2x4 It Spews NAILED NAILED NAILED &10 = NAILED NAILED NAILED 4x8 = 8 NAILED 50 15 14 2x4 II 4x4 = 5x12 = NAILED Spedal Scale = 1:U.9 12 !Wom 460 &90 I M W,.s00 Sp0 1-1f10 = 48(I 189 Plate Offsets O(,YF- f3:0-540-2-01 f10:0.5-00-2-0I f15:0-600301 IiTO-S80-2-121 f19'OS-80-0-81 LOADING (pall SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.36 T&19 >819 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.3518-19 >845 180 BCLL 0.0 Rep Stress Inns NO WE 0.71 Horz(CT) 0.07 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 2011b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 *Except* 5-20,8-16: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 578,8.18: 2x4 SP No.2, 2-23,11-13: 2x6 SP No.2, 9-15: 2x8 SP No.2 REACTIONS. (lb/size) 23=1127/0.&0, 13=527/0-8-0, 15=2801/0-8-0 Max Horz 23=147(LC 7) Max Uplift 23=895(LC 8). 13=749(1_0 36), 15=2251(LC 8) Max Gmv 23=1229(LC 36), 13=593(LC 7), 15=3193(LC 36) BRACING- TOPCHORD Structural wood sheathing directty applied or3.3-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-11-1 oo bracing. WEBS 1 Row at mki 5-18, 8-18 FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1507/l DO7, 34-1755/1306, 45=3183r2282, 5-6=1700/1325, 6-8=1700/1325, 8-9-1065/1695, 9.10=1139/1825, 10-11=-964/1516 BOT CHORD 21-22-749/1388, 5-19=0/279, 18-19=-217213353, 17.18=1597/1227, 8-17=1608/1294, 14-15=1263/977 WEBS 3-21-515/675, 4-21-1179/940, 19-21-1168/1926, 4-19-1155/1689, 5.18-1721/1114, &18=-474/527, &18-2515/3559, 10-14-154/423, 2-23=11701905, 11.13-555/819, 2-22=-808/1273, 11-14=1305/989, 10-15-1442I999, 15-17=2264/1717 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.Opsf,, h-15ft; B=45ft; L=34ft; eave=oft; Cat. 11; Este 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 Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent 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-&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 atjoint(s) except (A=1b) 23=895,13=749,15=2251. 8) "NAILED" Indicates 3-1 Dal (0.148'St3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 319 In down and 3571b up at 27-6-0 on top chord, and 164 lb down aid 38 he up at 6-6-0, and 164 lb down and 38 Ib up at 27-54 on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard ;ontinued on page 2 Joaquin Velez PE No.68182 Mi rek USA Ina. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Data: MnvoIOHPrA 9nlA ®WARNING-Vafrydealgn parametaraard READ N01E5 ON MS AND INCLUDED MmEKREFERENCE PAGE W.7073aeV. I MM015 BEFORE ME. Design veld far use.* wrM MITek®carmecton. TNs deaign Ia based oMy upon paremeters ah0.m, and Is for an Individual tuning wm,mant. net e Wu system. Before use, Me building designer must vaey, Me app6cale ty of design paremders and maix4 mamporate this design Into the o"nul fi bugtingdesign. BmdnglndictedistopreveMburkliigofinWduelWnwebm&or MoNmembenonry. AddManaltempomryandpeimaneMbmung MiTek' Ise aysmgWmdforstabgiryandtomveMmOapwwMposdblopemmi NluryaMpmpertydamage. ForgenemiguldancaregaMNg Me fabncatbn,storage, degwry, Madan and trading oftnwas and truss systems. see ANSIMPH Quality Crum, DaB-09 and Most Building Campanad 6904 Parke East BNd. SaferylMormation mbbb"mTmu Plata Ind e,218N.Lea Street,Sufta31ZAMMM,VA=314. Tampa, FL MID Job Truss Truss Type Oty Ply Toilette Guest House T75508836 J36973 AO1G Hip Giber 1 1 Job Reference(optionalt East Coast Truss, FL Piefce, FL-34946, _ 8.220sOct- 62018Mrrekfndusbies,-Inc--Tue Nov-608:07:51-2018-Page2- ID:eyepu6gey68ly0mXj7b4M3yM_GQ-7THRXlSK6pr8O3yA%86z0 4SZ3TrD4DR3oCebkyLzl6 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Un'Iform Loads (plp Vert: "d 54, 3-10=54, 10-12=54, 20-24=20, 17-19=20, 16-27=wM Concentrated Loads (Ile) Vert: 3=49(F) 19=-105(F) 22=18(F) 14=18(F) 30�49(F) 31=49(F) 32=49(F) 33=-42(F) 35=42(F) 36=42(F)J3� 2(F) 38=-42(F) 39=42(F) 40=49(F) 41=20(1`) 42=20(F) 43=20(F)'44=27(F) 45=27(F) 46=27(F) 47=27(F) 48=27(F) 49=27(F) 50=20(F) ®WARMND-Vedfydealgt paramefessmaIREAD NOTES ON DDSAND INCLUDEDMITENREFERENCE PAGE MR-703 aev. 1pPoMe159EFORE USE. Design valid forum onywilM1 Waage connectors. ibis design Is based oyupon parameters shown, and is for an MolAch al Wagon, computers, not �■®■■■ a buss system. Before use, Me bui designer must tent No eppgesbPM1yp1design parameters and property inmrpoute this design nto Me overall ■`��Y bundngdesign. among Molested Is top mntbucklingofmcMdualarea web offset chord! members only. AddlWonaltempomryand pentameter bradrg MiTek' Is states, required for umflayand to prevent espepu win possible personal njuryand property damage. Forgeneralguldatmagardingthe fabfi-Wn.atotaga,deMg.eredlo Wdt dngofUuuesudUuusyalems,see ANSI71PI1 Quality Criteria, D$19d9 and Best Building Component Sarey Information avaMbiehum Tmu%aleins 0.218N.Lee&MM,Suee31ZAleaanMa,VA22314. 6904 pares East and Temps, FL 36610 r Job Truss Truss Type Dry Py Tubito Guect Ho use T15508837 J36973 A02 Hip 1 1 Job Reference o 8onal _�7 I Bd0 13A0 447 41-9 4100 r_ axe = 6.00 12 3 d- Scale=1:58.9 r ;1 3x9 = 1x4 II 3x4 C—, 5x6 = 4 25 5 61' jr) 3x8 G y6 x 2 6 J I 5 q 13 0 �O 3x9 = 18 17 16 12 11 10 3x4 = 2x4 II 4s2 = 9W 11 2x4 II sets = 2.4 It 3x4 Plate Offsets (X.Y)— f3:0-5-4 0-2-01 17:0-3-00-2-0I 113:0-5-80-2-12) I75'0-5-8 0-"I LOADING (pst) SPACING- 2-0-0 CSI. In (too) Well L/d PLATES GRIP TCLL 20.0 Prate Gnp DOL 1.25 TC 0.440.1014-15 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42-0.1414-15 FD.EFL*L -999 180 BCLL 0.0 Rep Stress Ina YES WS 0.60 0.04 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 199 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2z4 SP No.2 *Except* 4-16,6.12: 2x4 SP No.3 WEBS 2x4 SP No.3•Except' 2-18.8-10.7-11: 2x6 SP No.2 REACTIONS. (Ib/size) 18=905/041-0, 10>141/05-0, 11=1752/0-8-0 Max Horz 18=191(LC 7) Max Uplift 18=584(LC 8), 10=348(LC 17). 11=897(LC 8) Max Grav 18=905(LC 1), 10=56(LC 5). 11=1752(LC 1) BRACING - TOP CHORD Structural wood sheathing direly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(I1s) or less except when shown. TOP CHORD 2.3=978/550, 3-4=1328/821, 45=7871554, 5.6=787/554, 6-7=138/534, 7-8=-349/899 BOT CHORD 17-18=1631349, 14-15=-579/1356, 13-14=-503/378, 6-13=913/434 WEBS 15-17=286/845, 3.15=313/680, 2-18=795/669, 8-10=61433, 7-11=911/472, 2-17=288/673, 11-13=837/561, 7-13=1601355, 8-11=-802/528, 4-14=555/321, 5-14-314/307,6-14=-769/1471 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.Opsh h-15ft; 0=45ft; L=34ft; 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) 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 nonconourrent with any other live loads. 6) • ThIs truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at —lb) 18=584,10=348,11=897. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez FE No.68182 MTek USA, Inc. FL Cat$634 691114 Perlis East Blvd. Tampa FL 33810 Data: November 6,2018 ®wA mo-Vedfydeeg pa eta dREAON07Ea ONWMANDINCLODEOA KRFF NCEPAGEam-7473.. 14V=0156EF0REOSE Design va0d kr use ony win MmeWconnedors. This design is based ony upon paramatere shown, and a roc an Md1VdUel building camponerd, not a Wv system. Bernre use, Me W iding designer must verify Me eppGrabMyof design parameters and pmpedy incorporate Ods design We the overall Wgdingdeslgn. Bradng Mooned is to prevent buckgrg of individual Wss web andror diners members Ony.Add'Nanal temporary and permanent bradrg MOW always ragWred for slabBy erd to prevent cosapse wM possible perwnal sitar ass! property damage.For general guidance regarding Me febnkatbn,storage, degvery, erneum and trading oftmsses and truss systems, see ANSMII quality criteria. D5B418 antl BCSl Buges, corn,nant Safetylntermadoo avabbl.lam Tmss Plate Ins e,218N. Lee61 LSub 312,Ab dd.,VAU314. 69H Perks East I%d. Tampa. FL 35610 Job Truss Truss Type Ply Tubito Guest HouseT75508838 J36973 A03 Hip [ty 1 Job Reference(optionall East Coast Truss, FL Pierce, FL-34946, _8.220s- Oct . 6201 aMiTek lnlusmes,Anc.-Tue Nov-608:07:542018-Paget - ID:6y6pu6g8Y681 y9mX)7b4M3yM_GQ-01yaal UDPkDIIWWICGfg7di2kG8KQUwulmQIC3yLzl3 6J-7 I 108-0 I 10.40 I 1&a-0 I 2360 252-0 2&49 I 34-0.0 1 SA7 St-9 2-10.0 fide 410.0 2AA 3-0-9 S&] 4x5 = Scale - 158.9 3x4 = t_ tx4 I 5x5 3x4 = 34 = 3 = 1.4 II 1x4 II 3s9 II 4x6 = 3x4 = 1-te0 Plate Offsets(X.Y)- r4:05-40.2-0i n:0-2-80-2-0I 114:0.2-60.2-0i 11TOS-80-4-4) LOADING (pst) SPACING. 2-0-0 CSI. DEFL. In (toe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.12 19-20 -999 240 MT20 2441190 ' TCOL 7.0 Lumber DOL 1.25 SC 0.61 Vert(CT) -0.2419-20 -999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.52 Hom(CT) 0.05 12 rda We BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 211111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 5-18: 2x4 SP NG.3 WEBS 2x4 SP No.3'Except' 2-20,9-11,8-12:2x6 SP No.2 REACTIONS. (lb/size) 20=977/0.8-0, 11=118/0.8-0, 12=1421/0-e-0 Max Harz 20=236(LC 7) Max Uplift 20=619(LC 8), 11=109(LC 9), 12=736(LC 8) Max Gmv 20=977(LC 1). 11=150(LC 18), 12=1421(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. CompJMax. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 3-4=998/601, 4-5=1203f/65, 5-6=913/622, S-7-913/622, 7.8=97/497, 8-9=193/491 BOTCHORD 19-20=420/985, 16.17=462/1271 WEBS 4-19=-347/187, 17-19=287/1034, 4.17=292/668, 3-20=10331736, 12-14=1284/815, 8-14=-3331331, 6-16=-310/299, 576=-041/196, 7-16=-079/969, 7-14=1119/537, 11-14=163/253, 9.14=-384/333 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=4.2psY BCDL=6.Opsr; h=15fi; B=45ft; L=34ft; eave=4f ; Cat. 11; Ecp 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 its center. 5) This truss has been designed for a 10.0 par bottom chord live load nenconcument 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-" 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 (n=1b) 20=619. 11=109, 12=736. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE NG.68182 Wek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 ®WARfONG- Venfirdesymparamabn anJREAD NOTES ONIIOSANOINCLUDED MIrEKREFERENCEPAGEM9.703.. 1d MOISBEFOREUSE Deargn valid for use only wM MReIag connectors. n13 design 6 based only upon parameters shOvm, and is form eMMdual Wading companem, net a tm33 system. Bemm use, Ue Wading designer must writ, the appriceb6ly of desp "oures lers sM properly Inmrym se Nis design he the eveall IsAd Ogdesign. among indicated late pavmdbutidig oflndhidued truss we andfar Mob members only. AddeonaltempneryandpermanembadIng MiTek' Is always Mgbad hr stabsty and to pmvaM wbpse wM possible personal NluryarA pmpeny damage. For general guidance Mgarem9 the fabhation. etoage,delivery, erection and prating ofbuss.s and toss eyMems, a. ANSU]Plt Quality Criteria, DSBa9 and Beal Building Component eatery bdomuBon avagable from Tass pWte InatdMe, 2fe N Lee Serial SUM 312 Alexandria, VA22314. 69" Parke East Blvd. Tampa, R 36610 Job Truss Type Oy ply TUNIO Guest House LA04SS T15508839 J36973 Hip 1 1 Job Reference (optional) East Coast Truss, Ft Pierce. FL-34946, _ _ _ _-.822"Oct.62018 MTek lndusmBs,inc. TDe Nov -608:07:552018-Pagel ID:6y6pu6g8Y68ly0m)g?b4M3yM GO-uENynNVrA2LC GmnfNYgFD6gzV9dlzGArkVylzl2 !d7 12-50 17-0-0 214 26-2-0 2549 3400 64-7 61-9 t 10-0 OGO d$0 2-7-9 52-7 scale = 1:58.9 Lr-/E lx4 II 5x5 = 9 1� 31 = 2x4 I 4xe = 1.4 II 1x4 II 2x4 II 4x6 = 3x4 1x4 II 08 = Yf00 aeafa 1 +ado- I s1e M 1saNa <so I 22tH 1 tnoa IiN .> 1. I Plate Offsets (X,Y)- 14:0-5-4.0-2-01(6:0-2-80-241 113:0-2-80-2$1 117:058 0.2-41 LOADING (psf) SPACING- 2k0 C51. DEFL. in (loc) OdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(L-) -0.15 14-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.31 14-15 >957 180 BCLL 0.0 ' Rep Stress Ina YES We 0.94 Hom(CT) 0.03 11 nda n1a BCDL 10.0 Code FBC2017frPI2014 Matrix -AS Weight 217 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-21,8-10,7-11: 2x6 SP No.2 REACTIONS, (lb/sIze) 21=1001/0-8-0, 10=217/0-". 11=1297/04W Max Herz 21=281(LC 6) Max Uplift 21=631(LC 8). 10=137(LC 8), 11�677(1-C 8) Max Grav 21=1001(LC 1), 10=246(LC 18), 11=1297(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Camp./Max. Ten. - A0 fames 250 (Ib) or less except when shown. TOP CHORD 2.3=1126/616, 34=1168/678, 4-5=913/633, 5-0=913/633, 6-7=-47/297, 7-8=-86/261 SOT CHORD 20-21=268/304, 16.17=310/1114, 15-16=-309/1116,14-15=94/537, 13-14=94/537 WEBS 3.20=-352/296, 4-17=85/335, 2-20=520/1007, 2.21=918/612, 8-10=262/250, 11-13=1 1281777.7-13=3811382, 5.15=266227, 6-15=261/697, 6-13=1045/488, 17-20=-437JI160 NOTES- 1) Unbalanced mof 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=15ft; B=45ft; L=34ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 pit bottom chord rive load nonwncurtent 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 win rlt between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (R=lb) 21=631,10=137,11=677. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheebock be applied directly to the bottom chord. Joaquin Velez PE NoA8162 MITak USA, Inc. FL Carl 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 ®WARNING-Verlrydm/9n PeamereranMREAD NOTES ON WISANDINCLUDEOAMTKREFERENCEPA0EM47M r 10/03,2015BEFORE USE Design valid forum emysmfs MTeI®oommarom This design is based only upon parameters shown, aim is for on endmdual buadmg component, not addh9defem. a sign Nrothaowm0 ramAembmonbpady lnmryorate Diary Omdngie,Nebuld'mgdesigMbum ngdN daappgcabs wbanWorp and permanent bracing buaWapmglmdarsgbifty edlopmve _ MiTek Icahvayeregulagloretivery. a whpsewotosMbultmaawebanNor mpegdamage.y.Agerararffdaramgaspgthe rogadSNe lNluryeM papeMdemege.luster emotion andbratingef mses andr msym rabdcaaon. Moage, deavery,ereGan and bating elWuea end Wuayatems,see gNSVTPil auagry Crkeda, o5Bd9 and BC51 Bu6tling Component !Reds, DS Tama Parke Ea5l Safety InfOtmaflon avagabla tram Tmca PNte ImtAule, 2fa N Lee Slaei SUQe 312, AlevMda. VA2201d. Tampa, R 36510 Job Truss Truss Type Qy Py Tubito Guest House T75508840 J36973 A05 Hip 1 1 Job Reference (optional) East Coast TFL Pierce FL-3494fi R.220 S Oct-62018 MTek Industries. Inc.-TueNov-608:07:5&2018-Pagel ID:6y6pu6g8Y681yOmX)7b4M3yM_GQ-MQ4KJ� W rwLTT7gr7Khh852oN541quP2AC4vPHxyUI1 7-0-7 I 1]-M10 14aL,� 19b9 I 2624 1 2649 I sso-0 1 T4F7 "1 1-2-0 540 Bd-0 2-7-9 12-1 Scale=158.9 9 0 3x4 = 2x4 II 44 = 3x4 II Ix,, II 2x4 II 44 = Sx4 = 1-100 34D0 r1.SA�)h] I f34A 19SA I JUA L'J1 I n-)d i1R,0 Plate Offsets (X.Yt- [5:0-2A.0-2d) rl3:0-7-8 0-241 116:0-2-12 0-2-121 LOADING (psq SPACING- 2b0 CSI. DEFL, in (loc) Udell L/d PLATES GRIP TCLL- 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.07 1S16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.121S.16 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Hom(CT) 0.03 11 Na Na BCDL IOX Code FBC2017/rP12014 Matrix -AS Weight: 220 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2-Except- 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3-Except' 2-19,8-10.7-11: 2x6 SP No.2 REACTIONS. (Ihtsize) 19=1009/0-8-0, 10=247/0-0-0, 11=1260/0-8-0 Max Holz 19=326(LC 6) Max Uplift 19=-634(LC 8), 10=150(LC 8), 11=661(LC (1) Max Gmv 19=1009(LC 1), 10=281(LC 18), 11=1260(LC i) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3-1171/631, 34=1173/676, 4-5=1178/801, 5-6=651/537, 6-7=816/511 BOTCHORD 18-19=-308/379,4-16-287/295,1516-1921986 WEBS 3-18=-M/278, 16-18=-435/1217, 5.16=384f745, 5-15=411/154, 2-18=-488/g77, 2-19=-925/639, 8-10=241/260, 11-13-1137f736, 7-13=1090/719, 7-15-324/965 NOTES- 1) Unbalanced loot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst,, BCDL=6.Opsf; h=15ft; 8=45ft; L=34ft; eave=lft; Cat. II; Exp C; End., 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 ponding. 4) Plates checked for a plus or minus 0 degree rotation about As 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 chord in all areas where a rectangle 3-6-0 tall by 2-00 wide will fit between the bottom chard and any other members, with BCDL=10.Opsf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except R=lb) 19=634,10=150,11=661. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum Sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 ®WARfLNG- VMtydesignparamefe end READ NOTES ON TNISAND INCLUDED MREKRFFERENCEYAGEWM3 rev. 1QV3c015 BEFOREUSE Design vaGdforuse onr, i MlTelldl mrmedon. This tlesign Is baa amyupm parameters Mown, aM Is fix an indMdual build" mmponem, net �- .aus5 vyaam-Mora use,Ma building dexgnermust vemyme epp6mbTny0dev,Ipa..Ktrs end pmpedy Nmryonna We desyn MO Naaverall �-�.YY■ buadngdesgn. B dngb sWedistop Nbuc3dgofindW UW"sswebandrm Mommembersmly Add'dorwhmlwraryandpe,manembaxa, MiTek- leallaysrequiredMrsnbSdyaMtoproemmlapmwMpossibbpemm mintyallpmpedydamage. FargeneralgWdanceregamngthe IabtlWMn, atoragn delivery,endim end bntlngM Wsses and truss systems,see ANSVTPH Quality Crteda, DSM9 and SCSI Building Component asmpxfia ssuelm. Saroy Wom,ation available Rom Truss Me lnmbule, 218 K Ue SMet, Suae 312. Alenndda, VA 22314. Tampa, FL 35610 Job Truss Truss Type my Ply Tubito Guest House fl 5508841 J36973 A06 Hip 1 t Job Reference o Bona Sam Goasf truss, H. Pierce, FL-34g46. 4 BCC= -8.220sOct-62018MTek IndusWes; lnm TueNov-6 5x5 = 4z4 = 5 6 Scale =1:625 2z4 II p: 4 3z4 C >. 6.00 12 ] 3x4 i 2x4 II 3 8 3.8 i us 2 9 1 7 4 15 14 4q 6x8 =Y to 10 1�q 31 = 20 19 18 13 12 11 2x4 II 4x8 = 3x4 II 2x4 II 4rA = axe = 1x4 II 1xa II 1-100 3440 lis�.o W4b sit I ,'w.'6ag I au 1i ' ,f21 at�n aM,n Plate Offsets(X.Y)- 15:0-2-80-2-41 f14:0-2-80.2-01 f17:0-2-120-2-121 LOADING (Psf) SPACING- 2-0-0 CSI. DEFL. In (foc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) ' -0.12 16-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert CT) -0.2315-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Hom(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 23216 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid calling directly applied. 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 2-20,9-11,8-12:26 SP No.2 REACTIONS. (Ib/size) 20=1004/0-8-0, 11=2271041-0, 12=1285104" Max Harz 20-369(LC 6) Max Uplift 20=630(LC 8). 11=136(LC 8), 12=679(LC 8) Max Gmv 20=1004(LC 1), 11=272(LC 18), 12=1285(LC i) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 2-3=1139/625, 3-4-1113/672, 4-5=1106/828, 5-6=644/549, 6.7=770/552, 7-8=531270 BOT CHORD 19-20=3501422, 4-17=343/345, 16-17=70/773, 1576=81/515, 14-15=-81/515 WEBS 3-19=312/277, 17-19=-439/1136, 2-19=-"2/969, 2-20=9091635, 9-11=260/253, 5-17=-492/758, 5.16-287/173, 12-14-1 l30/775, 8-14=362/363, 7-16=40/327, 7-14=-1024/504 NOTES- 1) Unbalanced root 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.Opsf, h=15ft; B=451t; L=34ft; eave=4ft; 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 grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotafton about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 is uplift at joint(s) except at -lb) 20=630. 11-136, 12=679. 8) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE Nd.68182 MTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November6,2018 ®WARNraa - Vmirydealla POreaul n anJREAO NOTES ON r MMI)/NCLUDW AM A(REFERENCEPAGEMR-]Clarov. 14,OM%56EFOREUSE Design valid form any wig, MTeklawnnedom This design Is based only upon parameters Shown. and Is for an IMlvidu d bulld rig component, not a Veea System Berofe me, the bulldytg designer must vedfythe apprirabSy of design paramders and properly inooryor4ta Ws design bxothe aural] buldingdesign. BmdnglMictedistoprevembmGgofindMdualnwmban&aOordmembmarGj. Additlonaltemparary and permanent leameg MiTek' Is always required far Mtab6ry and to prevent cclapsewth possible personal tale, and property damage.ForgenemlgMdancoregardhgthe favaulson,Manage, dellvery,e.W. and b2dng aftmssm and truss system, Mee MSM11 Quality criteria. l SB{9 and SCSI Building component SatetylMarmaBon avallWahemTrusts Plate InM e,218N.Lee6 M,Sube312NI Oda,VA22314. 6966 Pa0e Past BIW. Tampa. FL 36510 Job Truss Oty Ply Tubito Guest HouseT75508842 EROOFTTRUSS J36973 A07 1 1 Job Reference(optionalt East Coast Truss, FL Pierce, FL-34946. 4x4 = Say = -8.220-S Oct-6 2018 Scale = 1:57.8 2x4 II 3x4 = 4x6 = IA II 4x10 = 2,4 II 3x4 = 3x4 = 3x4 = 5x5 WB = ]ILO I 10.9.a 1aA11 19.1M n6n Nfd 3f-fit 3Nv0 tLa aGL I ase I Sae F aae�'s� run I am sort I Plate Offsets (X.Y1- 17:0-2-8.0-2-4) 18:0-0-12 0-2-01 120:0-2-8 0-1-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) VdeO L/d PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.26 14-15 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.4914-15 -598 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.72 Horz(CT) 0.04 11 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matnx-AS Attic -0.24 14-15 438 360 Weight: 2031b FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.i'Except' BOT CHORD Rigid ceiling directly applied. 10-13: 2x4 SP No.2 WEBS 1 Row at midpt 12-20, 8-20 WEBS 2x4 SP No.3'Except- JOINTS 1 Brace at Jt(s): 19 2-18,9.11,8-12:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=1281/0-8-0, 11=1033/0&0, 12=376/0.8-0 Max Hoe 18=326(LC 7) Max Uplift 18=680(LC 8), 11=535(LC 0), 12=483(LC 6) Max Gmv 18=1444(LC 14), 11=1216(LC 14), 12=1051(LC 15) FORCES. (lb) -Mane. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=17801681, 3-4=187gf703, 4-5=164Sf732, 5-6=4611277, 6-7=-3611280, 7-8=503/243, 8-9=1653/640 BOT CHORD 17-18=301/366, 15-17=488/1773, 14-15=-362/1792, 12-14=361/1789 WEBS 3-17=380/176, 2-17=588/1537, 2-18=1343/679, 9.11=1066/610, 4-15=0/336, 8-12=-019/331, 9-12=-481/1393, 14-20=0/513, 5-19=1365/519. 19-20-13611522, 12-20=890/39, 8-20=10541565 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.Opsf; h=15ft; B=45ft; L=34ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp 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 noncencument with any other live loads. 6) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will M between the bottom chord and any other members, with BCDL=10.Opsf. 7) Ceiling dead load (5.0 psQ on member(s). 4-5, 5-19, 19.20 8) Bottom chord live load (20.0 psQ and additional bottom chord dead load (5.0 psQ applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except 0=11d) 18=680, 11=535, 12-063. 10) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MRek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 QWARMNG. VeWsrssIgnpanmeferaaMR 41)NOTES ONMMANDINCLUDEDMRENREFENENCEPAGEMII-703r 1d0]/2015BEFOEE USE. Design valdfor use ordywals MTek®mnncoon. This design Is band ony upon parameters shown, OM Is As an indbutual bulding commonest, not a truss system. Before use, Ne building designermust sentry me applirability of deegn parameters and properly inov,ma a Wa design bdotho event buirdingdealpn. among vdisded Is to prevent bucking 0finlMdualtmss web andfor Nord members only. Addhonaltemperdryandpermanernbndng M!Tek' IsaWaysmqulmdkrdabgilyaMtopre Mmna"ewMpo3sbleperso"10lugar pmpeMdamage. Forpmerdlguldanceregarding Ne labncetbn, kdange,delivery, are Won and bndng efWssee and Wusystem&see ANSIr Ieuallty criteria, and Beer Bulding component Saf hilMemnati0n evagable tom Truss Bale Inalnsta.218 N. Lee Street, 6uae ]12,Nexantlda. VA 22]fb. 6904 parka East ahst. Tam".FL 36610 Job Truss Truss Type pry PlyTubito Guest House T75508843 J36973 A08 ROOFTRUSS 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL-34946, 41 = 14= 1.4 II 6 29 8.220sOct -62018 M7ek Indushies; IncTue Nov 6 08:07:59 2018, 1x4 II 4x8 -y Scale = 1:67.8 3z4 3x4 = 20 II 3z4 = 4x4 = 1z4 II 3x8 = 44 = 2x4 11 = 3x4 = bx6 = 3 -00 L1 1 ;ems F.l2aa I ,01 I I ren vs,a,n t Plate Offsets(X,Y)- 17:0-1-15,0.1-11118:0-&40-2-0) r22:0340.1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vital Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.21 16-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.4016-17 >736 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.80 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Cade FBC20177rP12014 Matrix -AS Attie -0.19 16-17 535 360 Weight: 205 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.1'Fxcept' 11-15: 2x4 SP No.2 WEBS 2x4 SP No.3-Except* 2-20,10-12,9-13: 2x6 SP No.2 REACTIONS. (Ib/size) 20=1216/030, 12=771/0-8-0, 13=697/0-8-0 Max Harz 20=281(LC 6) Max Uplift 20= 647(LC 8), 12=392(LC 8). 13=305(LC 8) Max Grav 20=1343(LC 14). 12=891(LC 14), 13=1086(LC 15) BRACING - TOP CHORD Structural woad sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-22 FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(to) or less except when shaven. TOP CHORD 2-3=16391632, 3-4=16911644, 4-5=1454/666, 5-6=544/315, 6-7=502/289, i 7-8=507/299, 8-9=1281/597, 9-10=1135/394 BOT CHORD 19�20=257/317, 17-19=-045/1613, 16-17=308/1586, 14-16=307/1582, 13-14=-198/1000 WEBS 3-19=336/171, 2-19=-545/1416, 2-20=1248/643, 10-12=783/482, 4-17=0/325, 9-13=-973/407, 10-13=272/960, 16-22=0/525, 7-22=-369/314, 5-21-1172/388, 21.22=1156/399, 8-14=232/689, 9.14=59/561, 8-22=7371296, 14-22=1055/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=6.0ps1%, h=15ft; B=45ft; L=34ft; eave=oft; Cat II; Exit 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 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 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 Pat) an member(s). 45, 5-21, 21-22 8) Bottom chord live load (20.0 pat) and additional bottom chord dead load (5.0 Pat) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except gt=lb) 20=647, 12=392. 13=305. 10) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.B81112 MTak USA, Inc. FL Can $834 6904 Parke East Blvd. Tampa FL 33610 Dab: November 6,2018 ®wARMNG-wanydaalgnpaaureraraandltSkONOTES ONTNISANDINCLUOFOMREX ERENCEPAOEMPIMr .. 14,01/2015BEFGREUSE. �■�' Design Q51foruse oaywah M7ek®wnda 0ra.Thisda3lgn labasedontyupon paameteKshavin.aM iskron lndiNdualbudding component. not atriosystem Uddo,use,thebuiding designermustnfttheappg fifty MdealgnpammmeaandpmpeMInwry Mo Wadesign onothamrall audIngdesign. BmdnglMicatedistopr Mbud Nofindmdualmuss band aoNmembemo*. AddlOonaltempoany and permanent bac4g MiTek' Is ahrays required for stability ant to Fevent wgapsewah possible personal illuryand property damage. Forgsoealguieanceregardingthe hbdratbn, Noage, tlerwery,emWw and baring of eussec and wasystema,-"_ ANSU1PH costly Crieda. DSBa9 and Best Building Component 5904 Pane Fast BNd. Safety IMormation mabbk hum Truss Plate Institute, 218 N. Uo Street, Suke 31;Alexandda, VAM314. Tampa, R 36610 Job Tna Truss Type Oty PlyTubito Guest House T15508844 J36973 A09 ROOFTRUSS 1 1 Job Reference (optional) oast Truss, Ft. Pierce, FL_-34946, _ - 8220a Od-6-2018 MITek Industries,- In�TueNoy 608i08:002018-leageI ID:6y6pu6g8Y681y0mXj7b4M3yM GO-EBKrg42_a vbR8vZXm6Fuyy7hYxg9 m7itcPiyLZOz s-oo I lose W7 I te-1aa 23-bo 2e-2-a 2a7-s i sang BAg a60 6b-0 1-1D8 4la 24 2-5-9 Sd7 4x5 = 23 1x4 II 5x5 = Scale=157.6 9 ij 3x4 = 3x6 = 41 = 14 = 4c10 = 2x4 II 3x4 = 314 = 41d3 = 3440 1s.o -1d0 'aao I I it&I2MI ._ I Plate Offsets (X,Y)- 16:0-2-8.0-241 LOADING (pso SPACING- 2.0.0 CS]. DEFL. in (loc) Odeff L/d PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.67 VerULL) -0.27 13-14 '>999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.4313-14 >674 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.04 10 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Affie -0.25 1314 399 360 Weight: 1761b FT-0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 `Except' 9-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except- 2-16,8-10,7A 1: 2x6 SP No.2 REACTIONS. (lb/size) 16=1152/0-8-0, 10=484/0-e-0, 11=1094/0-M Max Hoa 16=236(LC 6) Max Uplift 16=-603(1_C 8), 10=245(LC 8), 11-469(LC 8) Max GmV 16=1259(LC 14), 10=546(LC 14), 11=1342(LC 15I BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1575/576, 4-5=1402/581, 5-6=1402/581, 6-7=501/310, 7-8=-561/235 BOT CHORD 14-16=389/1432, 13-14=262/1486, 11-13=57/804 WEBS 4.14=0/320, 316=1487/620, 2-16=249/273, 8-10=-419/342, 7-11=359/353, 8-11=337/459, 513=528/372, 6-13=329/1074, 6-11=960/197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3secend gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=34ft; eave=oft; Cat 11; Exp C; End., 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 its center. 5) This truss has been designed for a 10.0 psf bottom chord 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-&0 tall by 24)-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 Pat) on member(s). 45. 5-6 8) Bottom chord live load (20.0 psQ and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except U=lb) 16=603,10=245,11=469. 10) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chard and 112' gypsum she Crock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November6,2018 ®WABMNG.VedrydWonpanmefe arMREAONOTES ON Wn6 INCLUDWMREKREFERENCEPAGEA 103rvv. 10MMOMBEFONE USE Design vatitl forum Only WIN M[TOMo motors. This design is based Orly upon parameters shorn, and is for an Individual building component, not a truss sysl m. Before use, the bvgding tlesr,mu must veray Me appUmbTdy of design parameters and propedy Incorporate We design Into the Overall bugtlingda.in. BraWglndiratetl ism present burMrg of lndMtlualWbweb anNartlraN members Orly. Additional temporary and permanent boxing MOW always regWred forstabiBy and /o prevent collapse With pos9bie personal bjur,"propeM damage. Forgeneral guldanoe reganding the fabdwlbn,storage, degvery,ereNon end bradnp dlwanes end Wuaystems,see ANSUmll quality orders, DS8a9 and BCal Building Component Serferyldormatlon avagxble from Truss PMle lnstdute,218 N. Lee armed, Suee 312, Alexandda, VA22314. does Pam East Blvd. Tempe, FL 36610 Job Truss Truss Type pry, ply Tubilo Guest House T75508845 J36973 A10 ROOFTRUSS 1 1 Job Reference (national) e.. aesr truss, rl. Vierce, rL-a4945. _ _ _-8.220a Oct-6-2018 MTek lndusbiesincTue No"03:08:012919 Santa=1:57.8 1a4 II Fc'6zs - 3w - 3x4= 31_ hop Plate Offsets(X.Y)- 13:0S-40.2-0116:0-3-00-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 9deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 VerhLL) -0.23 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.4312-13 >677 180 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(CT) 0.03 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.20 12-13 492 360 Weight: 173 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.1'Except' 8-11: 2x4 SP No.2 WEBS 2X4 SP No.3'Except' 2-16.7-9.6-10: 2x6 SP No.2 REACTIONS. (Ib/sme) 16=1172/0-8-0, 9=490/0-8-0, 10=1108/0.8-0 Max Harz 16=191(LC 6) MSX Uplift 16=599(LC 8), 9=259(LC 8). 10=435(LC 8) Max Gmv 16=1247(LC 14), 9=490(LC 1), 10=1209(LC 15) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2.3=1586/572, 3-4-1685/652, 4-5=1685/652, 55=1685/652, 6-7=-4511181 BOTCHORD 15-16=148/360, 13-15=334/1442, 12-13=393/1752,10-12-60/521 WEBS 2-16-11671691, 7-9=417/375, 4-13=-430/284, 3-13-171/825, 2-15=304/1116, 5-12=548/369, 6.10=1109/488, 6-12=43711494, 7-10=233/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3second gust) Vasd=132mph; TCOL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=34ft; eave=411t; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a the load of 20.0psf an the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will Tit between the bottom chord and any other members. 7) Ceiling dead load (5.0 Pat) on member(s). 3-0, 4-5. 5.6 8) Bottom chord live load (20.0 psf) and additional bottom chard dead load (5.0 psf) applied only to room. 12-13 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 16=599,9=259,10=435. 10) This truss design requires that a minimum of 7/16" structure[ wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 6,2018 ®wamma. Vedrydaafgnparamerws antl READ NOTES ON INISANDINCLBOED MREN REFERENCE PAGE Mrs W3 rov. fe,022015 BEFORE USE Design vivid for use ony annli MTehDwnneclam. This design B based only upon paramatanshown ,and is for an individual building component, not �■®■Re a Dues system. Before use, Me burning desgnermust verify Me appllwbBty of design parameters and property Incorporate Ws design Into vie awrell bekingdeslgn. Beading Indicated is to prevent perking of individual bass web endfarchoid members 0*. AddNonaltempomry and permanent codng ii�i�fY� f -•W MiTek' is aWeyn regWred brataONy andto prevent wlapsewtlh passible pemonal InJury end prepaM damage.. Forganerel guldanca regaNIng Ne labdcalian, paega, deevery,erealon end bmWgolaussea end Wss systems. see MISM11 quality cambia. USSS9 and SCSI Building component Safety Imonna6on ava0able Item Truss Prate InstInda, 21B N Lw SVeet.6utle 3f2 Naxandda, VA Ya01d. 69M Parke Easf Byd. Tampa, FL MI Job Truss Truss Type 'Girder My Py Tubilo Guest House T15508846 J36973 A11G Hip 1 1 Job Reference (optional) test coast Iwas, Yr. Fie", 1-1.-3 U,48, _ _ 8.226s 00-t}201BMITeK1mW m,"nc-I ue NOW5 U8:U8:032015 Pagel -- - ID:6y6pu6g8Y68lyOmXj?b4M3yMGo-fm?_56bsHVMUSNTE1JnlWaXOug71SCCpg6G01yLzOw a+i0 i-10-0 1256 17.0.0 i 21-510 262d jZ'7 SI-0.0 r e-GO 1-LO 2d 4-510 4-510 4-a6 1d-0 8-60 NAILED NAILED /= NAILED NAILED NAILED 3z4 = NAILED NAILED' '. 4x8 _ Special 6.00 12 NAILED 3x6 = 3z4 = NAILED NAILED 1z4 I NAILED = Us3rB = ... 4 29 30 5 31 32 633 34 35 36 7 8 37 W 9" 10 scale =1.60.9 12 Ld L 7-100 21 20 39 40 19 41 18 42 434417 16 45 48 15 14 1 3222 4z4 = 4x4 = 341 _ 4z4 = 4z4 = 34I 3z4 = NAMED NAILED ass = NAILED 3z4 = Sz5 = NAILED NAMED Sxs NAILED NAILED Special NAILED NAILED NAILED Special 1-10.0 r , aan TW rasa I nsn I I InsetI »_er a6pe am.- r Plate Offsets (X.Y)- 13:0-5-0.0-2-01, 110:0-5-4.0-2-01. 115:0-2-4.0-301.120:0.2-4 0-3-01 LOADING (pso SPACING- 240 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) 0.16 18-19 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.1618-19 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Hom(CT) 0.02 15 Na n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 201 Its FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2z4SPNo.2 WEBS 2x4 SP No.3-Excepl- 2-22,11-13,4-20,9.15: 2x6 SP No.2 REACTIONS. (lb/size) 22=1176/0-8-0, 13=326/0-e-0, 15=2550/0-" Max Hole 22=147(LC 7) Max Uplift 22=907(LC 8). 13=548(LC 33), 15=1952(LC 8) Max Grav 22=1287(LC 36), 13=441(LC 7), 15=2901(LC 36) BRACING - TOP CHORD Structural wood sheathing directly applied or 3.11-12 ➢c puffins. BOTCHORD Rigid ceiling directly applied or 6.0-3 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-159011023, 34=1639/1147, 45-200711428. 5-6-1638/1200, 6-7-1638/1200, 7-9-5661466, 9-10=797/1380, 10.11=689/1160 BOTCHORD 20-21 =76211437,19-20-950/1691, 18-19-1230/2058, 16-18=311/565, 15-16=1340/995, 14-15-954NM WEBS 10-14-137/335, 2-22=1223/921, 11-13-403/606, 4-20=603/571, 3-20-556/778, 9.15=1735/1288, 10-15-1094/725, 11-14-1009/746, 2-21=817/1325, 4-19-350/512, 519=148/291, 5-18=-476/288, 6.18=397/472, 7-18=928/1412, 7-16-1241/1025, 9.16=1568/2351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h-15ft; B=45ft; L=3411; eave=oft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and tight 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 par bottom chord live load nonconwment with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other member:. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at jolnt(s) except G1=lb) 22=907, 13=50, 15=1952. 8) "NAILED" indicates 3-10d (0.148"xT') or 3-12d (0.148"x3.25") toe -nails per NDS guldhnes. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 3191b down and 3571b up at 27.E-0 on top chord, and 164 lb down and 38 Ib up at 66-0. and 16416 down and 38 Ib up at 2754 on bottom chord. The design/seleCtlDn of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard onrnued on page 2 Joaquin Velez PE No.118182 Mifek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: November 6.2018 AWARMNO-Vedrycheu nParzmeiera dREAD NOTES ON Tm3AND WCLUDED MITEx REFERENCEPAGEW&703 rw.1beMd13 BEFORE USE Design valid for use onlywNr MTeWconnedon.This design Is based a* upon feminism shown, and is loran Individual building component. not amass system. Edda use, the building designer mug verythe applicability ofde9gn parameters and pronely incorporga Uls design undone overan buWingdmign. Bndng indicated is n prevent buckling of Individual miss web andlw Nod members only. AddNdnal temporary and permanent bracing MiTek' le atnays nqunl! for steadily and to prevent celapse Won possible persW mInjury and property damage. Far general guldanceregaining tha fabrication. image. delvery,emincing and bracing armies.. and truss syalems. see ANSMI1 quality Cdtod"SB-89 and SCSI Building Component 6906 Parka Fag Blvd. Safetyliformglon a bblefrom Tmm PMte Ineblule.218N.tee Street Sule312,Mmndda,VA22314. Tempa,R 36610 Job Truss Truss Type Oly Pty Tubito Guest House TI5506846 J36973 A11G Hip Girder 1 1 Job Reference o tlona I rues, FL Pierce, r_L - 34945, _ _ 8.220 a Oct-62018 MTek Industries,.-lncTuo Nov-8 08:08.03201S-Page 2 ID:6y6pu6g8T681YOMXj?134M3yM_GO-fm7_S6bsHVMUSNTEfJnIWaXOug7ISCCpg6G01yLz0w LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-3=54, 3-10=54, 10-12=54, 23-26=20 Concentrated Loads (Ito) Vert: 3=49(B) 10=105(1!1) 21=18(R 14=18(B) 19=20(8) 5=49(B) 7=-49(B) 16=20(B) 29=49(8) 30=49(B) 31=49(11) 33=49(B) 34=49(B) 36=-49(B) 37=49(B) 38=49(B) 39=20(13) 40=20(19) 41=20(B) 42=20(11) 43=20(13) 44=20(B) 45=20(B) 46=20(11) _ AwARNINO-Verry anon yaremef. and READ NOTES ON 71M 4AD INCLUDW MNEK REFERENCEPAOEW-7473 rev. 10=2015 BEFORE USE Design valid far use only win MRekdl adrad-tors. This desgn le based any upon parameters shown, and is for an individual building wmponert, not �® a hula eystem. Before use, the bugding eeegner Most writ' the applies" of design parameters and property incorporate this design Into Me ovens billad,desga.BradngindicotedlstoprevenlbuWpgoflmmdualtmssweban&wo oMmembmonly.AdditlonaltempomgandpemwneMbMt!V We[( alvays required forstabWry and to prevers cogapsewn possible personal injury notpmpeM damage. ForgeneadifuidanseregaMNgthe fabrication, storage. detNery, eremdion and breading oftrusses and Wu systems, see MSMI10uallry Cations, OSM9 and SCSI Building Component Safety li f0rmetlon evelabie fmm Tsusa Plata Indforte, 218 N. Lea 6heeL Suite 312,Alavandda, VA U316. 6904 Parke Ent B*L Tampa R 36610 R Job Truss Truss Type ON Ply Tubilo Guest House T15508847 J36973 ZCJ2 Jack -Open 8 1 Job Reference (optional], cast boast rugs, rc Flares, rL-S9v4b, _--8.220 S Oct-6-2018-MiTeklrldusmeslnc. Tue Nov 608d08i042018 Pagel ID:6y6pu6g8Y681 y0m%j?b4M3yrv1_GQ-7zZMgScU2pUL43SgoNgOPk7oll4km89M2KrgYryLzOv Scale = 1:11.5 LOADING (psf) SPACING- 2-0.0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL ' 1.25 SC 0.23 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 HOR(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrb(-MP Weight: 10 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=96/Medlanical,4=114/Mechanica1,5=385/0A-0 Max Hart 5=72(LC 8) Max Uplift 3=96(LC 1). 4=114(LC 1), 5=320(LC 8) Max Grav 3=60(LC 8), 4=85(LC 8), S=385(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 260(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc putting. BOTCHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=4511; L-2411; eave--411; Cat. II; Exp C; End., 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 chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd 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 miss to bearing plate capable of withstanding 10016 uplift at joint(s) 3 except Ot=lb) 4=114, 5=320. Joaquin Velez PE No.68162 MTak USA, Inc. FL Cen 6634 6904 Padre East Blvd. Tampa FL 33610 Data: November 6,2018 AWARMNG-VeNV daslgnpanmarem ondRZD NOTES ON THIS AND INCLUDEDMIIEKBEFENENCE PAGE 01-1473a 10,0=016BEFORE USE Design valid for use only wim MRek® Connedors. This design is based oNy upon parameters an., and la for an IMMdual building component, not atmmrystem.Befomme,ruebuildl gdeMgnermusty f4MaappfrabWtyafdeMgnp mmMeMMdpmpOrty com ou ONl3&slgn NtoMe0 ran ■■■ buWhgdeeign. among indicated into prevent bucking ofNtlMdual lmmaeb andlaraord members only. AddNonMkmpararyandpennanembradng IeaW,y .qulmd MrsubilxyandtopmveMmlapsewMposslNepemomlmlury OMpmpedVdamage. ForgeneralguldanmregaNinglhe MiTek- fabric ..torzge, d.p q, are w and bmdng of Wssm mid Wm aydems, se0 MGM11 Quality Criteria, DSBa9 and B05l Banding Cempanem Saretylnformation 6904 Parke Fast Blvd. evadable bom Tmss PWO lnstame, 219 N. Lae almet, Suba 312, Nexandda, VA22314. Tampa, FL 36810 Job Truss Truss Type py Ply Tubito Guest House T75508848 J36973 ZCJ4 Jade -Open 8 1 Jab Reference o Oonal Ca9 want IMe% rL Mason, rL-J994q —8.228s Obt62018 MR-eklndusmeslno. TueNov 5 08:08:05 2018 Pagel ID:6y6pu6g8Y68lyOmXj7b4M3yM_GO-b97ktod6p6cCiC1sL4MFytdyNiRXVbOVH bN4wyLzou Seale=1:16.4 LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.25 VerULL) -0.01 4-5 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 VaUCT) -0.00 4-5 >999 ISO ' BCLL 0.0 ' Rep Stress Inca YES WB 0.02 Hom(CT) 0.02 3 rda We BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 161b FT=0% LUMBER- BRACING - TOP CHORD Zx4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=41/Mechanical,4=4/Mechanical,5=279/080 Max Horz 5=132(LC 8) Max Uplift 3=73(LC 8), 4=2(LC 5). 5=193(LC 8) Max Grav 3=66(LC 13), 4=33(LC 6), 5=279(LC 1) FORCES. (lb) -Mu. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps% BCDL=6.Opsf, h=15ft; 8=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 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 amount for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Us center. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconanent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1 DO Ib uplift at joint(s) 3, 4 except (It -lb) 5=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Ino. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 ®WARMNO- Vedfy Jedgnpoam.t. ands? A MOTES ON MMMOINCLUOEOMIIEI FERENWPAGEMl.7W3mv fOM.Vfp1SBEFORE USE. Design valid faa use anrywNh Mierliegxac... This design 4 based a* upon pareaders shown. and IsMr an Ine ividual building component, net R �e• a truss system. Seems use, the building designer must wrg/ Ue appr¢abili y.1dedgn paamdars and property leaoryoaate rub desgn into Maness ■_ buldingdesig. Bracing,indicated is to prevent bucka, oflndMdud Wss web andlorNaN members any. AEElgonaltemporeryandpreoredbrzcLg MiTek Is aheays required fgrstabalty and to paned coeane win possible pecord Injury and! property damage. Forgerardgddanceregardingihe febdcation,storage. deWery, ereNon and bracing of" nos and Wss students. see ANSMIl auagty Criteria, 11511d9 and SCSI Budding Component sdery Idarsextem avaa l.from TrussPWelnsO.,218N.Lee51reet,Sub.312,Nwndda,VA22514. 69M Parke East BNd. Temp.K Settle Job Truss Truss Type Omy Ply Tubho Guest House T15508849 J36973 ZEJ6 Jack -Open 18 1 I Job Reference LoptionaD CJ]l l.oaar lnxS., rL nen d. 11-.9 .. 0lsue-bzutemueKmausmea,-mctuanoreua:ua:ubzme rage ID:6y6pu6g8Y681 yOmXj7b4M3yM GO-b97kWd6p6cCiC I sL4MFydvPiOJVbBVH_bN4wyLzOu 6 G.0 r bsa i F-TE :T�1F Scale =1:224 1b0 6411 4Ji-0 LOADING (psp SPACING- 24)-0 CSI. DEFL, in floc) Vdefi Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Veri(LL) 0.03 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL '1.25 BC 0.33 Ven(CT) -0.04 45 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Hom(CT) -0.05 3 n1a We BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS Weight: 23 lb FT=O% 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. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=103/Mechaniml,4=40/Mechanicel,5=3331a8-0 Max Hom 5=195(LC 8) Max Uplift 3=143(1_C 8), 5=200(LC 8) Max Gran, 3=133(LC 13), 4=76(LC 3), 5=333(LC 1) FORCES. (Ib)- Met. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=255/290 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps0 BCDL=6.Opsl; h=15ft; B-05ft; L=24ft; eave=tft; Cat II; Exp C; End, GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 chord five load noncencument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 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 muss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjt=lb) 3=143, 5=200. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheeWck be applied directly to the bottom chord. Joaquin Voice PE No.88182 MTek USA, Ina FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 6,2018 AWARNINO- Verifydeslsbpanmeb .dREAONOWSONMMR tNMUDWe KREFEKENCEPAOE�7R3 .f00=0159EF USE !' Design valid roruu onlywih MTek®ommeclols.This design B baud only upon pammelers skown, ant is lm an mlMdual bullGng corvine e, nor a buss system. Before use, the building designer must verify Me appgrsb6ryddesign paramete s and p operiy Inoomon le thr; design Man, overall `a brAdmg dedgn. &atlnp hkkated Into prevem buUgnp o1 WMdualtrusaweb endlmMON members oNy. AMNonal temporeryantl permanembraWg MiTek isaW requlretlbrslabadyaMtop MmaapsewdkposvblepersonalOim eMprepedydamaga.Forgenmalguldsmamgaremgthe fabrication, storage, dellsery, emcmd and bradng ofbusses and truss Wslems.see ANSM11 Quarry CMerb, DSBd9 and EMI Building component 6903Parke Fan Bind. Safetybdormaeon av Mg bom Truss Wale Innaute,218N.Lee SVen,Suae31ZAIexaM VA22a14. Tampa, FL 36610 Job Truss Truss Type pry My Tubho Guest House T15508850 J36973 ZEJ6T Jack -Open 6 1 I Job Reference(optionaii East Coast Truss, Ft Pierce, FL-34946, 82W s Oct- 62018MTek Industries,- IncTue,Nov-608:08:052019-Page l ID:6y6pu6g8Y68WmKj7b4M3yM GQ-3Lh65BdkaQk2JMa2wtUV9C5n5kRE2efVeKmMyLzOt 3-6-0 I 3�a-0o i t, mo Scale =1:22A LOADING (psp SPACING- 2-0-0 CSL DEFL. in (loc) VdeO Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.05 5-6 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25- BC 0.34 Vert(CT) -0.05 5-6 >999 180 ' BCLL 0.0 ' Rep Stress Ina YES WB 0.02 Hom(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 25 lb 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. WEBS 2x6 SP No.2 REACTIONS. (lb/sae) 4=96/Mechanical, 5=47/Mechanical, 8-333104.0 Ma, Hoa 8=195(LC 8) Max Uplift 4-120(LC 8). 5=18(LC 8), 8=200(LC 8) Max Grov 4-123(LC 13), 5=67(LC 3), 8=333(LC 1) FORCES. (lb)- Max. Comp./futax. Ten. -At forces 250(lb) Or less except when shown NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) 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 psf bottom Nord rive load nancencument 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 341-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 5 except Ot=0) 4=120,8=200. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheehock be applied directly to the bottom chord. Joaquin Velez PE No.68162 MTek USA Inc. FL Cart889d 6904 Parke East Blvd. Tampa FL 33610 Dab: November6,2018 QWARNING. VanevolosignpanmMars and READNOTES ON TWSANOINMUOEObarEKNEFENENOEPAGE5 7RJrev. IdIrV2 r5BEFORE USE Deagavaadf cruse oNyvoth Mnek®wrmedors. Uis design is based onty upon posoma tera sewn, and is tam kWMdual building component, not �• a Wu system. Before use, the buldi ng designer must wrdy the apploabiely of design paamneis and property inm,xvit Ws design Ntoree aveall Nbradig buadingdesign BWdaffdiwted latopnMWMP dlpops&Neal husavreb anNardiaperlyd MiTeK laaevaya.sostorag.ddaeSMmgto Pander mngPsavMpoand as spies scant PmpeMSMII.oisMy anaria.DS etepaid'mp Ua ge. ForgeneridgWcannryandingui. fabricallpnimnatie- delhary,eadl00andbaain i9.218nines nUOSMrtem eat gft.VA 14. Cdada, OSB-09 antl SCSI Building COmpoiieM aarety IMomuUon available Ram Truu gate InsUlnto, 21a N Lee abeeL SWe 31; PJesaMda, VA22a1AA. Parisitme.S. T69N MIBryd. Tampa, FL 3561a Job Truss Truss Type 01Y Ply Guest House T75508851 TJfemnm J36973 ZHJ6 Diagonal Hip Girder 4 o bona caSR.oluo.rusa. 111mrtalr�_4 %Pib, 2x4 11 NAILED NAILED LOADING last) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.13 5-6 >611 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 5-6 >517 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.24 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x6 SP No.2*Except* 2-5: 2x4 SP No.3 REACTIONS. (Iblsae) 3=132/Mechanlml,4=20/Mechanimi.6=217/0-ll-5 Max Hom 6=194(LC 8) Max Uplift 3=156(LC 8), 4=-32(LC 5), 6�419(LC 8) Max Grav 3=162(LC 28), 4=137(LC 22), 6=534(LC 31) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 462/307 BOT CHORD 1-6-2801467, 5-6=287/315 WEBS 2-6=3471298, 25=-320/291 ov-oaa:uamr zeta raga l MICcV3NzRSokl4UgoyLzOs Scale=1:72.1 PLATES GRIP W20 244/190 Weight: 39111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6." oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vub=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf,, hot Sft; B=45ft; L=241t; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other five loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 5) Referto girder(s) for buss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift atjoint(s) 4 except (it -lb) 3=156, 6=419. 7) "NAILED" Indicates 3-1O f (0.148 x3") or 2-12d (0.148"x3.25' toenails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pi Vert: 1-3-54, 4-7-20 Concentrated Loads 0b) Vert: 10=127(F=64, B=64) 12=162(F=81, B=81) 13=13(F=7, B=7) Joaquin Velez FE No.88182 WTek USA Inc. FL Cent 6634 6604 Parke East BNtl Tampa FL 33610 Dad: November 6,2018 AWARIallo-Verify kisalpnpaamelersmd READ NOTES ONTXISAAD WaNDED anrEK REFERENCEPAOEa04Tpdrw. l4VpY2pr5DE70REUSE Design vaadfor ase oMrwN,MBek®mimedors.'Mrs desgn is based onlyupon parameters shear. and isfix an Individual bulding component, not a Wss system. Before use, Me balking designer must w,ify Me appgmNaty ofdedgn paametea and properly Mooryorate Nit dasgn No the overall a.Y■■■■ b0dagd-*a.B-drgndlsated into prewmbutlmrg of n4MdualWssweb anNmMoid members any. AddMitaltempmaryandpartamMba" MOWisa ayarequiredmrs anaktoprevemmaepmwMp stb%personalhj rya pmp rlydamage. Forgeneat guidance regarding the fabdolbn. morage,delivery, emolon and bmdng oftaseas and Was syatam4 am ANSI 1l Oaafdy CMetla,D5B-59 and Beat Balding Component Boday Informadon available from Tmu Plate InsNule, 218 K lee SbeeL aide 31d. Plexar4de, VA23a14. am Pyye East Btrd. Tampa FL 35B1p symbols. ATE LOCATION AND ORIENTATION 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. Q-M11c r For 4 x 2 orientation, locate plates 0-'nt' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 1 Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular X 4' 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. In ustry Standards: A SIfTP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 64-8 )dimensions shown t scale) III (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 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 D All Rights Reserved MiTek Engineering Reference Sheet Mll-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 or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral breew themselves may require bracing, or eftemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property comer and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably 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 fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size: orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not al or after 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 pmlect 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 ANSIfTPI 1 Quality Criteria.