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,Zoo(,-0,73Z ❑ APPROVED ❑ REVISEAND ❑ FOR YOUR I ❑ INCOMPLET ❑ NOTAPPRO �hec ing is only for Inc pt of the Proj infor ation given i 0 AS ect n DROP FOR 2x4 UTLOOKERS B B1 B1 r4 00 B1 B2 p V1 N N U) i U) N J J J J V2 W Y X T/ O Ix /� Z) Clj t / \x - O M IN IN IN IN { X \K s D- n EXISTING N \ / \ / \\ N LL / x §g n 3 ii \ \ \ CORRECTED 3 61 i \ \ �\ \ \ // \\y %: \ \ n RESUBMi r i NFORMATION AND USE E SUBMITTAL VIED CO and compliance with the ¢ ¢ ¢ Q Q ¢ Q the CoaoP11DtlCUmBJ;t nsible flli`iml�r1� Cont actor is resp L•onft med and correlate¢` t:fob•sitt�, inf6r nation'that part in sse _lQ•,FFl�� cati4 rf pro sses or to techniQae�f-c�ji struction; and flit t coor Imation of the wod blYalt trades. pg1$ Benchma '7t DII �t D11 �1 0 1r i•�r Dn ?r Dri 21 DII ,21 0 11 2r Dn 121 Dri ��, �--1 If It nd EXISTING TRUSS END DETAIL PLUMB CUT OVERHANG 3-15116" HEEL HEIGHT 2'-0„ 12 4(7 REVIEWED FOR 010IIE COMPLIANCE jrl� CO CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCIJ31 SUMMARY SHEETS. INTERIOR BEARING WALLS BE IN PLACE PRIOR TO WNG TRUSSES. t TO FINAL ENGNEERING NUMBER OF GIRDER PLIES AND dUNG SCHEDULE. BEARING BLOCK REQUIREMENTS. SCAS DETAILS (IF REQUIRED) UPLIFT AND GRAWTY REACTIONS. WARNING Backchargas will Not Be Accepted Regardless of Fault YAffi.0 Prior Notification By Customer Wilhin 46 Hours And Instigation By S.M.. FlrstSoulce. NO EKCEPTIONS. is General Contractor Is Responsible or AB Connections Other Than Trues RECEIVED AUG 1 21010 Permitting Department St. Lucie County 2ACH LOWERY RES: Single Family MODEL NA ADDRESS: 4901 GROVER ROAD BLOCK: I - CITY:0 FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: I JL HANGER LEGEND J DATC 1 od1oN2D SDALE:1 NTS I In -- ALL h HANGERS SHOWN ARE M26 UNLESS NOTED OTHERVASE • -ALL4s2 FLOOR HANGERS SHOWN ARE HHU546 REVISIONS: UNLESS NOTED OTHE DVISE 1• z MAIN WIND FORCE RESISTING SYSTEMICL HYBRID IMPORTANT 0• WIND.Aee U-10 ..�. n.a...�.... u.A. n., w........ew w..w 4. UPANCY CATEGORY II I LOAD 1SD MPH SSES HAVE BEEN DESIGNED FOR A 10.0 PSF Why CHORD WE LOAD NONCONCURRENT WITH OTHER WE LOADS TCLL: 2D PSF TOLL PSF TCDL 0T PSF TCDL PSF BCDL' 10 PSF BCDL PSF TOTAL 37 PSF TOTAL• PSF DURATION: 125 DURATION: BEEN ACCEPTED. LIJBugders . Firs tSourCe TO1 S.IUNGS HIGHWAY FORT PIECE, MUM Ph. (TT2)-461 5475 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IVIIIC:R ®�6.�� 67?7 RE: 2418852 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: ZACH LOWERY Project Name:. Model:. Tampa, FL 33610-4115 Lot/Block: Subdivision: . Address: 4901 GROVER ROAD,. City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 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 B f[EnCofjy No. Seal# Truss Name Date 1 2 T20915383 T20915384 Al A2 8/420 8/4/20 3 T20915385 A3 8/4/20 4 T20915386 A4 8/4/20 5 T20915387 A5 8/4120 6 T20915388 131 8/420 7 T20915389 B2 8/4/20 8 T20915390 B3 8/420 9 T20915391 V1 81420 10 T20915392 V2 8/4/20 REVIEWED FOR RECEIVED CODE COMPLIANCUIS 12 ?11711 Si. LUCIE COUN'I'efItLing' Departmer SOCC This item has beenelectronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the Jurisdiction(s) Identified and that the designs comply with ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Beforeuse, the building designer should verify applicability of design parameters and properly Incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. No 3,4869 IZZ 9p : STATE OF '�Q/� A% Jullus tee FENo M69 MiTek U&k Inc Fl. Gen M 6904 Pars East Blvd. Tampa Fl. 33610 Date: August 4,2020 Lee, Julius 1 of 1 Job Truss Truss Type Dry Ply T20915383 2418852 Al Common 3 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 571-8 8.241 sMar 92020 MTek Industries. Inc. Tue Awn 4 07:72:00 2020 Er,:>8 Ell&3-15 15-10-1 242-0 783 8-3.15 ^xale =1:452 Ii Plate Offsets (XY)- 12:0-2-2 Edge) 16:0-2-2 Edgel LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (W) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) .0.13 2-10 >999 360 M720 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.28 2-10 >999 240 BCLL 0.0 Rep Stress Inv YES WB 0.21 Hor2(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017yrP12014 Matrix-SH Wnd(LL) 0.17 8-10 >999 240 Weight: 104 IS FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.6-0, 6=0-60 Max Hom 2=154(LC 10) Max Uplift 2=634(LC 12), 6=fi34(LC 12) Max Gmv 2=997(LC 1), 6=997(LC 1) FORCES. (Ib) - Max. Comp./Mml_Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=2007/1374, 3.4=176511210, 4-5=176511210, 5-6=2007/1374 BOT CHORD 2-10=1158/1846, 8-10=672/1252, 6-8=1197/1846 WEBS- 4-8=333/577, 5-8=355/438, 4-10=333/576. 3-10=355/438 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9.1 DO Sullins. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) WndJ4SCE 7-10; Vuk=160mph (3-second gust) Vesd=124mph; TCDL4.2psY9CDL-5.0psf; h-20ft; B=45ft; L-6Dft,eave=7ft; Cat. 11; ExpC; Encl., GCpi=0.18; MWFRS (directional) and -C-C Exterior(2)-2-0=Dlo 4-0-0,-tmedor(1) 4-0-0 to 12-1-0, Exterior(2) 12-1-0to 17.1041, Intedor(1) 17-10-0 to 26-2-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions -shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection -(by others) of truss to bearing plate capable of withstanding 100 lb upirt atjolnt(s),except (jt=16) 2-634, 6=634. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jubuc Lie PE No.=M N7ek USA Ina FLCed 6834 6 PaAo Eait Hied:Tempe FL73610 ,Date: August 4,2020 ®WARNING-Vmdydasipn paanal¢mand READ NOTES ONTsgSANDINCLUDEDMITEKREFERENCEPAGEMII-7473rev.5I19QP10BEFOREUSE �/■r IsAMN compont, not Design vdld foruse onywlth MireeMcmmedors. This designis based my upon parameters shoun, anWu d is for an Indd component, a truss system. Befine use, De bugdmg designer mustmilythe appllcoblNy of design gaamdem and pmpedy Inmrponde this design Into the overall `�..■■■` bulMmgdesign. Bacmg NdiWedistopreuerM1Wu ngdindMduel Wsswebardwacl membersony. Atlddiond temporary aM peemanent brubg MiTek- IsahvaysregutredkrstablRyandtopm MmflapwwehpassiMepersmallrq ryudpmpaydamage. ForgenemIgmanceregmdnilMe fabdmdon, storage, defimry, emotion end baring d8usses and bass systems, am AylSl?fll Quality CMeda, DSBe9 end SCSI Bullring Component 6904 PANS Seat DW. SardylAfG=m avaaabbhom Truss Mgelns Mde,26TDCmi Hghw ,&fteM3WMNod,MD2MO1 Tampa, FL 36010 ' Job ruse Truss Type Oty Ply T209i5384 2418852 Common 1 1 Job Reference o tonal Builders FasLSource, Plant City, FL-32566, a U12 MT20HS = 3x4 = 4ze = 8.240 s Mar 9 2D20 M7ek Industries. Inc. Tue Me 4 07:22:01 2020 axe = ax4 = Scale=1:44.3 Plate Offsets MY)- (2:0-7.2,0-1A), (6:0.7.2,0-1-81 LOADING (psf) SPACING. 2-0.0 CST. DEFL. In (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71. Ved(LL) .0.14 6.7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.32 6-7 >899 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.24 Hoa(CT) 0.07 6 Wa n/a BCDL 10.0 Code FBC2017frP12014 Mabbf-SH Wind(LL) 0.17 6.7 >999 24D Weight 10116 Fr=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=11.1echanical, 2=0-6-0 Max Hom 2=152(LC 11) Max Uplift 6=-451(LC 12), 2=-646(LC 12) Max Grav 6=6rI LC 1).2=1010(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or lessexcept when shaven. TOP CHORD 2-3=2043/1470, 3-0=1801/1305, 4-5=1854/1381, 5-6=2106/1559 BOT CHORD 2-9=1313/1880, 7-9=794/1289, 6.7=1382/1961 WEBS 4-7=392(637, 5.7=397/473, 4-9=322/574, 3.9=355/440 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc pudins. BOT CHORD Rigid miring directly applied or 4-8-3 Do placing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-160mph (3-secend gust) Vasd=124mph; TCDLW.2psF BCDL=S.Opsf, h=20ft; B=45ft; L=60ft; save=7ft; CaL- II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 12-1-0, Exterior(2) 12-1-0 to 17-10-0, Inlerior(l )1710-0 to 24-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL-1.60 plate grip DOL-1.60 3) All plates era MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nommreComent with any other live loads- 5) ' This truss has been designed for a live bed of 20.Dpsf an the bottom chord In all areas where a rectangle 3-60 tall by 240-D wide will rn between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical mnnedtlon (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except (h=lb) 6=451, 2=646. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed -copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. jvIm Lw PE lv .34369 IJUM USA Ina. FLCedUM 6904 Parxa EastSkLIf mpa FL3361g Dab: August4,2020 ®WA Nitta - Verify design asmmalers.M READ NOTES ON THE MID INCLUDED MITEK REFERENCE PAGE MII-7473 rw. UM020 BEFORE USE. Design Valid fro use only wM MrreMconneeom. THs amp Is based only upon Parameter shown, and le car an IndlMduai buflding mmpomnL nst ��- "dosystem. Bameme, the bull ng designer must wdfydm appgmblifty of design Pemmoters and pmpedy Wmryomte th s design v40lye mamll bWldingdeslpn. Addxlunaltempmy"pemlanentbmoing MiTek' a alwaysm ubed rarelabiay and Is Prewld mgame with podlNe peramlal Injury snd properly damage. For9enemlguldanmregardnlpthe hbrlcaten,stomge,deWery,amebn end best„g N Uses end truss systems, sm AM5g7P1f Q=DW Crdadd, OSede end BCSr aullmng campenmrt 6904 parka East she. Serelylydnrmerfen awlleble hom Tmsa Plde InstaNa, 2B7g Cmhl Highway, Suae 20a Waldod. MD 2a601 Tamps, FL 36610 Job Truss Truss Type Oty Ply T20915385 2418852 A3 Common Supposed Gable 1 1 Job Reference (optional) guilders First Source, Plant City, FL-32566. 8.240a Mer 92020 MTek Industries, Inc. Tue Aug 4 07:22:02 2020 Pagel ID:OMGHgVGe6ryE1 YuEMmJmnYyrZ4FacodA3KZmRcehK7Uakill61938quJsBPdkd2MyrlUJ 44 = Scale w 1:38.7 -1 3x4 4 21 20 19 16 17 16 15 14 13 12 3.4 C 34 = LOADING (pat) SPACING- 2-0-0 Cat. DEFL. in (too) gdeg Ud I PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(ILL) ma - Na 999 MT20 244119D TCDL 7.0 Lumber DOL 1.25 BC 0.15 Verl(CT) ma - n/a 999 BCLL 0.0' Rep Stress Inc YES WB 0.12 Hom(CT) 0.00 11 n1a Na L BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1G-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-2-0. (ID)- Max Harz 1=123(LC 10) Max Uplift- All uplift 1001bar less at joints) 1, 11, 18, 19, 20, 15, 14, 13 except 21-149(LC 12), 12=149(LC 12) Tdax Gmv All reactions 250 to or less atjoint(s) 1, 11. 17, 18, 19, 20, 15, 14, 13 except 21-253(LC 17). 12=253(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown TOPCHORD "=-81/288,6-7=-81/288 WEBS 5.18=120/286; 4-19-116/287, 2-21-174/414, 7-15=119/286, 8.14=116/287, 10-12-174/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vuh=160mph (3-secend gust) Vasd=124mph; TCDL-4.2psY BCDL=SDpsf; h-20ft; B=45ft; L=601t; save== Cat II; Exp C; Encl., GCpl=0.18, MWFRS (directional) and C-C Comer(3) 0-10-1 to 6-1 D-1, Exterior(2) 6-1CA to 12-1-0, Comer(3) 12.1.0 to 1 S-1-0, Exterior(2) 18-1-0 to 23-3.15 zone; cantileverleft and right exposed ;C-C for members and forces-&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. This item has been 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.00 oc, electronically signed and 7) This truss has been designed for a-10.0 par bottom chord live load norlcencurent with any other live loads. Sealed by Lee, ,Julius, PE 8) • 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 tell by 2-0.0-wide- using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this p 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 18. 19, 20, 15, 14, 13 except (t=Ib) 21-149, 12=149. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Julius Lag PE No.3a669 WTek66glne FLCed6604 6904 PMka East Blvd.Tampe FL 3361U Oafs: August 4,2020 ®WASMAW-V*dMtlesgn parameters and READ NOTES ONTMSAND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5192020 BEFORE USE. onggn valid for van onlywth MTeoeconaeCOrs.nis design IS Based¢Illy span painereters amen, and IS fors, mfiVa al dAWng cumpeMM. not �� a Musa system. Belae use, Me bantling designer must verify the apprMbiay of design paramelenarM prap,dy inmlpomle Mn design Into Pe overall bultlblgdesgn. Bredng gdlrale0 is to buddng MlndMduel buss web andM moth members only. Add4lonaltempomryalMpelmenambmcblg MIM( prewld Is always required for AabNry entlto prevent ra9apsewM possi8la pemoliel lnjuryan0 pmpemytlamaga. Forgeneml,damelegandingtha fabdoalm, dolage,E,nvery, medbn and bradng otltusses anal buss e,a... see =1annll Qu*gry Crearia, DSae9 and SCSI Building Component 6904 Perk, East BN4. Seletylnlormetl,o a bb DomTmsPlate Ind9Ma,2670Cmin Wghaay,Sue*2NWddod,MD2 I Tampa, FL MID Job Tuss Truss Type py plyT20915386 2418852 Roof Special 2 1 Jab Reference (options[) Builders First Source, Plant City, FL-.325613, 8.240 s Mar 92020 MTek industries, Inc. Tue Aug 4 07:2204 2020 Stele-1:47.4 4.00 12 Sx8 i 3x12 MT20HS 3x12 MT20HS 10x13 = 6 7 10x12 = 34 8g 2 &to = 15 14 13 8x10 10 ,p d2x4 I 7x18 = 2x4 II 11 ),4 b ST1.5x8 STP = 18 12 5T1.5x6 STP = U12 = 3x4 I 3x4 I Sx12 = 41 ri 6-23 12-1-0 I 17-11-8 I 262-0 2d-2-0 4lLfl 9DA i1nA S1nA 9-9A Plate Offsets(XY)- 12:0-5-4D-3-11 f3:0-4-14D-S71114:0.5-00.2-8) 15:0.1-120.2.8) 17:0-1-8D-2-0I I8'0-500.2-8119'0-4-140.511) 110'0-5-00-3-11114:D-5-00-"I LOADING (psf) SPACING- 2-D-0 CSI. DEFL in floc) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.33 13-14 -871 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.6113-14 s,463 240- MT20HS 1871143 BCLL 0.0 ' Rep Stress Inv YES WB 0.44 Hom(CT) 0.34 10 Na No BCDL 10.0 Code FBC20177rP12014 Matrix-SH Wmd(LL) 0.4213-14 >671 240 Weight 138 hi FT-20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2'Exci 3-16.9-12: 2,18 SP 240DF 2.OE, 8-14.4-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.60, 10=0-6.0 Max Harz 2=154(LC 11) Max Uplift 2=635(LC 12), 10=636(LC 12) Max Grew 2-993(LC 1), 10=J93(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 Go pur ins. BOTCHORD Rigid ceiling directly applied or 6-0.3 oc trading. WEBS 1 Row at midpt 7-14.5-14 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=173111145, 3-0=239/265, 4-5=3593/2378, 5-6=1960/1287, 6-7-1940M264, 7-8=35902405, B-9=-207/298, 9-10=173111136 BOT CHORD 2-16=938/1547, 4-15=2211/3535, 14-15=2217/3548, 1314-2280/3544, 8-13=-2274/3532, 10A2=963/1647 WEBS 6-14=-450/883, 7-14-177611355. 7-13=2/311, 5-14=1781/1331, 5-15=-&305 NOTES- 1) unbalanced roof live loads have been considered -for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd-124mph; TCDLW.2psh BCDL=S.OpsF h=20ft; B=45ft; L=60f: eave=7ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (direcllonal) and C-0 Exterion2) -2-0-0 to 3.11-2, Intedor(1) 311-2 to 12-1-0, Extedor(2) 12-1-0 to 17-11-8, Interior(1) 17-11-8 to 26-2-0 zone; Cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Nord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except Ot-lb) 2-636,10=636. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuR aLsoPE Ho:]4989 6LT&k tJ SA ine. FL cM Geu S904 Parks East Blvd: Tampa FL 3SS10 Dab: August4,2020 ® WARNING -Vetly design aerometers end READ NOTES ON THIS AND INCLUDED M riE, REFERENCE PAGE MII-7473 rov. S IM= DEFORE USE. ' ' Designvalid foruse only wMMRek®eonnedon.TMs design Is based only uponpa,ameleraahoxn, and Is Man iMMdual Whore mm{greeL red e Wss rysmm Belma use, Ne booing tlasignermust vedy did appllubllity0design p aidestemand properlyi oodpOn ethis design Ono Naowrall bulkingdeolgn. BmWpOMkated Mtopmenl DUUJinp of d'Mduel Wss web enwm Nob memte2 ony. AdwerudtempomryerWpemmnentbracing M!Tek' Is aWp required br ataI and to prevent mgapse wM possible seasonal lNmyand property damage. For general guManne mgeNi,Ig me Fabnra4on, tlomge, Oeilvery,emtlon antl bmtlngMWsus aM Was systems,see AfrSV7Nf Dually dreads, DS19A9 and SCSI Bufogng Component 6a0Seats Selefylaidneoflea avaaabbb Tans RxbintAN0,M70Crah Hgh W,Su4e2a3Wdldad,MD2MOI ed's. FL 3as1g Tartgm. Job Truss Truss Type 0ty Ply T20315387 2418852 A5 Rdof Special 6 1 Job Reference (optional) BVdders First Source, Plant City, FL-02565, 8.240 6 Mar 921310 MIT9x Industries. Ind. 1 Ue AOo 4 UC2Z: W ZUZU 2-M 4-0-0 2-2-8 5.1G8 I5.1M 2-2A Sx8 = 8 4.00 12 5x8 U12 MT2DHS i 3'$ 10x12 = 5 7 34 g 2 Bala = 13 12 11 5x12 dt Zx4 II 7x10 = ad 11 S71.5A STP = 14 Satz = 3x4 11 Scale =1:43.9 1D 48� 3xB Sxe M II 4-0-0 sza 1z-1-0 i n- I-B 2o-2A za-2-0 GJLl1 e.fA 41M S1M 9.�A LM Plate Offsets (X,Y)- f2:0.5-4.0-3-11, f3:0-4-14,0.5-111. [4:0-6-0,0.2-8).15:0.1-12,0-2-8], I8:0-2-4,0-0-41, 18:D-2-3,0-2-111, 19:Ob-12,Edge), (12:0-5-0,0-4.81 LOADING (pst) SPACING- 2-0.0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ved(LL) -0.43 11 >661 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Ved(CT) -0.8011-12 >355 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WS 0.48 Horz(CT) 0.41 9 his n/a BCDL 10.0 Code FBC2017/rP12014 Mainz-SH Wnd(LL) 0.6011-12 >475 240 Weight: 14D lb FT-20% LUMBER• TOP CHORD 2x4 SP M 31 'Except' 6-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26'Except- 2-14: 2x4 SP ND.2, 3-14,8-10; 2x8 SP 24DOF 2.OE, 9-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2-0-64) Max Hoa 2=149(LC 11) Max Uplift 9=-447(LC 12). 2=646(LC 12), Meat Gran, 9=878(LC 1), 2=1004(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc pudins. BOTCHORD Rigid ceiling directly applied or 5-8-10 ocbmcing. WEBS 1 Row, at midpi 7-12.5-12 FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=1757/1196, 4.5=36462592,36=2045/1441, 6-7-2014/1444,r7-8=3896/2731, 8-9=39(1/312 BOT CHORD 2-14=1052/1571, 4-13=2492/3585, 12-13=2498/3598, 11.12=2557/3794, 8-11=-2557/3794 WEBS 6.12-520/894, 7-12=1937/1443,.7-11=121/876, 512-172911358, 5-13=7/303- NOTES. 1) Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-1D}Vuh=160mph (3-second gust) Vesd-124mph; TCDL-4.2psF BCDL-5.Ops/; h=20h; B=45ft; L=6011; eave=711; Cat. II; Exp C; End., GCpl=0.18; M WFRS (directional) and C-C Exterior(2) -2-0-0 to 3.11.2, Intmar(1) 3-11-2 to 12-1-0, Extedor(2) 12-1-0 to 17-1 i-8, Interionl) 17-11-8 to 24-0-4 zone; cantllever left and right exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated, 4) This truss has been designed for a 10.0 par bottom chord live load nonconwnent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (p=lb) 9=447,2=646, This item teas been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the .signature must be verified on any electronic copies. Jurru9L44PENo.b4969 MTektMk Iec.FLDotUU 6906PAMoi Eail 1y TMnpa FL3M10 Dahl August 4,2020 AwARMNG-Vedy daalgn Mmovitere and READ NOTES ON "SAW INCLUDED MITEx REFERENCE PAGE Mll-7473 rm. WIM020 BEFORE USE Dodge vales for uaa onywdn MneM earnewdre. This design Is toned only upon parameters shorn, end is bran indWuW building mmpori not a Wsssystem.Be use,PebWlmgdesignermustwdytheapptmblByotdcsignparametersendMpeMInwTorete Misdesign04orueo nu 6WIdAgdealgn.Bra[ing lMiratee la to prevent buck0ng olNtlMdualWssweb endlmdiortl mam0. oNy. Addrooneltemp.aryandpearaneNbraunp MiTek• B always requbad forstabi0ly and to prewM mOapae wMh posslMe personal injury and property damage. Forgaranspidanceregardingthe label soon, dorepa, tlafwery. areBlon antl bmtlng ar Wsses aM Naa systems, sea ANSg7P11 overfly Coodrl4 DSB-99 and BCSl Building Componerd 6904 Pare East 9Nd. SarW ❑dormadon awllablehmn TrussFl alnMN e,2670CmtrKgWa .Su4e2MV dcd,MD2 01 Tanya.FL settle Job rv55 Truss Type py py 2418852 B7 Common 3 7 Tzostsaee Job Reference (options[) 4x6 = 3 ua nia n I.. m-e,uuaal .'N' IY9 XYg 0uf:LLeD NLV Scale=1:265 Ii Plate Offsets (X Y)- 12:0-3-0Edne) R:0-3-0Edael LOADING (pat) SPACING- 24)-0 CSI. DEFL. in (loc) Mail Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(L-) -0.03 4-6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0,07 4-6 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.10 Horz(CT) 0.01 4 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matra.SH Wnd(LL) 0.05 4-6 >999 240 Weight 47 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x45PNo.2 WEBS 20 SP No.3 REACTIONS. (sae) 2=&6-0, 4=0-FO Max Horz 2=90(LC 11) Max Uplift 2=409(LC 12), 4=-009(LC 12) Max Grav 2=565(LC 1), 4=565(LC 1) -FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) Mess except when show8. TOP CHORD 2-3=742/553, 3u1=742/553. BOTCHORD 2-6=-354/646, 4-6=354/646 WEBS 3-6=0/272 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 GO purins. BOTCHORD Rigid ceiling directly applied or 94-6 ec bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. --2) Wind: ASCE.7-10; Vuit=160mph{3secend gust) Vasd=124mph; TCDL=4.2psf; BCDL-5.0psf; h=20ft; B=45ft; L=60ft; eave=71t; Cat. II; Grp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) -2-0-0 to 4bM, Intedor(1) 4=60-to 6-3-0, Exte rior(2) 6-3-0 to -12-3-0, Intmor(7) 12-3-0 to 14-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.e0jxIms grip DOL=1.60 3) This truss has been designed for a 10.0 per bottom chord live load nonommment with any other live loads. 4) ' This buss has been designed for a live load of70.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 2=409, 4=409. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE'No.30669 IdTAOSAfno:PLCed66M re0/ Parke East BNE: Tampa R =10 ban; August 4,2020 As WARNING -Vent' design pamnwlem ON READ NOTES ON TWa AND INCLUDED MITEK REFERENCE PAGE Mll-9473 m. 91 a2WD BEFORE Us, Design valM an use ony anh MneMID connectors. This design is based only upon paNnunem Mgwn. and is W an OdMdual Wilding mmpaneM not � a tOnd cyrtem.Bearn use, the a0dig dealgner must 0,*the appheabgby atdesign pammote,s mid pmpeM Mcmporsta Ws design Nto Ma overall bWWing ocean. Bradrg lndksted is to prewnl Inciting of lndlvMualWss web Mdfor NON members on,. Additional tamporery ON pmmMent bmdng belway ulredfor SablMymdtomwNwU pmwMposslbleperammliNf andpmpMma ydege. Forgene,alguldancemgancIMMa MiTek- tabdraaon,enrage,degv .emdbnmdbmdng Wr msaWd sMmemawe ANSIMOH outstay Crfloda, 43 B 9 and BCaf Building Component Sefelylnrmmeibn awgable fmm Tmsa Plato InstllWe, 26]D CraM WghweY. Suae 2113 Wakpd, MD ge6o1 69D4 Padre East BNd. East Tama nt p Job Truss Truss Type Oty Ply T20915389 2418852 B2 Common Girder 1 Job Reference o tsnal Builders First Source, Plant City, FL - 32566, 8.240a Mar 92020. Mnek industries. Inc. Tue Aug 4 07:22:07 2020 Pagel ID:OMGHgVGe6ryE1 YuEMmJmnYyFZ4F-BabWDnOigK3uySPzH8rJSupVVr4noZSItYVROjayrlUE 4xe = Scale-1:21.4 ST1.Sxe STP= STI.&S STP= LU828 3xB Plate Offsets MY)— 11:0.5-100-1-i1 (3:0-5-100-1-1( (4:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(L-) -0.08 3-0 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.15 3-4 a956 240 BCLL 0.0 ' Rep Stress Ina NO We 0.59 Horz(CT) 0.02 3 n/a We BCDL 10.0 Code FBC2017rrP12014 Maft-SH Wind(LL) 0.12 3-0 >999 240 Weight 103lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=D-0-D, 3=0-6-0 Max Horz 1=67(LC 6) Max Uplift 1=14D6(LC 8), 3-1347(LC 8) Max Gmv 1=2641(LC 1). 3=2535(LCI) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.2-5465/2896, 2-3=5465/2896 BOT CHORD 1-4-2678/5143, 3<<267815143 WEBS 2-4=1557/3117 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-15 cepudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ce bracing. NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails asfollows: Top chords connected as follows: 20. 1 now at 0.9-0 oc. Bottom chords connected as follows: 2x6. 2 rows staggered at 0.9-0 cc. Webs connected as follows: 2x4 - 1 now at 0.9-0 cc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (S) face in the LOAD CASES) section. Ply to plyunnections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced mot live loads have been considered for this design. 4) Wind: ASCE 7.10: Vuh-160mph (3-second gust) Vasd-124mph; TCDL=4.2psf; BCDL=5.opsf, h=20ft; B=45ft; L-6011; save=71t; Cat. II; Exit C; Encl., GCpi=0,18; MVJFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 5) This truss has been designed for a 10.0 pat bottom chord live load nonconctim nt with any other live loads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tell 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 Ib uplift at joint(s) except ()t=1b) 1-1406,3=1347. 8) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Gbder) or equivelent-spaced M 4-0.0 ocmax. starting at 2-0-12 from the left and to B-0-12 to connect truss(es) to back face of bottom Nord. 9) Use Simpson Strong -Tie LUS26 (4-1 Dd Girder, 3-10d Truss) or equivalent spaced at 4-0-0 oc max- starting at 6-D-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chdW— = 10) Fill all nail holes where hanger is in contact with lumber. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuGda LaPE NP:74sG8 L '6U PaOM1Sq EIansa8FNLEO.74aspa FL 33610 oai.: August 4,2020 Conflnued on page 2 ® WARNING-Vedly deagn pea,retea and READ NOIES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 91m= BEFORE USE. aaaaa Design valid for use only wah MTeMeonnedoa. Tbls Eeage Is based only upon paremevas saown, and Is Sean IndMtlual building ad"ntsm rof ��• a Wsssystem. Befee use, ga building desgner rt muweriry Ne appfoabllay of design parametelsand properly otsaporale Nis design IMo the overt �.�rYY bugdingdeaga. BraWgindicated is to answers Wasting ofindiNdual tress web andfa Nord members sets. AdddlondterapearyardpmmanaNbaang MiTek' 4 aNayss reyuoetl fordaDilMy entl to prewm mgapza wW posslDle persowi INwyaid Papexy damage. Forgeneral gurdaa» regarding SDe cancelled,9 ge,delivery, extension and baciq of Weses and tress systems, am kNSIrrPlf Qua4fy Canada, DS"9 end SCSI Building CompsPara,ene Seat Para, Eact BIW. Saddlyirfand an avegaple bare Tass Plate lndtuta, 2670 Cain NIglrxay, Sure 203 WaWM,MD 20001 Tamps, FL 35610 Job Truss Truss Type pry pIy T20915389 2418852 EC Common Giber 1 Job Reference (optional) Builders First Source, Plant City, FL-32E , 8.240 a Mar 92020 MTek Industries, Inc. Two Aug 4 07:22:07 2020 Paget ID:QMGHgVGe5ryE1 YuEMmJmnYyfZ4FAabWDnOigK3uySPzHBnSupW f4noZSRYvROjayrlUE LOADCASE(S) Standard 1) Dead + Roo( Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=54, 2-3=54, 1-3=20 Concentrated Loads (Ib) Vert: 4r-858(B) 5=e57(8) 6=e58(B) 7-858(B) e=858(B) ®WARNING -Verify design parameter eM READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. StaQW0 BEFORE USE. Design valid for use only wM Wek® corremore. This design is based only upon prametars srown, and is voter, indi4lual WAding component not a lass sod IRBefore use, 09 building dedgner most ve,ily Me app4mblNy of design paremetm and property Inmmomte this design Into the Omar (A.�■■. bulldingdesign. BmGglnd adlstopre MWkMgofMdMdualMwwebm&wMoMmemEmmo r. MdllbnW temporary eM pemlmieq brecNA MiTek' b severe strutted forsocalfty and to pri cotiapsa won possele personnel triory and property damage, Forgeneod Widence reAardinp me fabrication. stom6e, delivery, emo on and bowing oHNIcus and boas systems, we AN5UIPff Duedy Crtteffs, DSBa9 end Burldlnp Componom SerafyfnNrmatlon avatiableeom Truss%eta In=N ,2S7o CminHgWWSuffe23Waldod.MD20301 6901 Page East BM. Temps, FL W10 Job Truss Truss Type Oty Ply T20915390 2418852 B3 Common Supported Gable 1 1 Job Reference (optional) sundials wrst source, clan ury, rL -uboo, 4x6 = 3 Scale -1:20.0 6 7 6 3x4 i 2x4 11 as II as 11 3x4 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (too) Udeft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) fire - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) rda - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(CT) 0.00 5 me n1a BCDL 10.0 Code FBC2017/TP12014 Matric-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2M SP No.3 PLATES GRIP MT20 2441190 Weight: 41 IS FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. REACTIONS. Al bearings 12-6-0. (to) - Max Harz 1=-59(LC 10) MeuUpliB All uplift 100 lb or less at joint(s) 1,5wcept 8=162(LC 12), 6=162(LC 12) Max Grev All reactions 250 IS or less at joint(s) 1, 5, 7 except 8=274(LC 17), 6=274(LC 18) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=189/480, 4-6=189/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-10,-Vint=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.OpsY h=20h; B=4511; L-60ft; eave-2ft; Cat. II; Exp C; Encl.,GCpi=O.iB; MWFRS (directiomal)and,= Comer(3)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reaGons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as -applicable, or consult-qualiried bantling designer as per ANSIITPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced a:-2.0-0 Go. 6) This truss -has been designed for a 10,0 pat bottom chord live load mmoonwrtent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle M60 tall by 2-0-0 wide will fit between the bottom chord and anyvther members. 8)-Provide mechanical connection (by others) of truss to bearingplate capable of withstanding 1OD ID uplift at jolnt(s) 1, 5 except (t=1b) 8=162, 6=162. i This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuOtitLN PE No.3a669 sgTekUSA Ire PL Ceil6rdd 6904 Pads Ear SNd. 7wps FL 33a10 Dab: August 4,2020 ®WARNING-Vedy dealgn parameters oM READ NOTES ON TF-0S AND INCLUDED MMK REFERENCE PAGE MII-7473 M. 51192020 BEFORE USE. Design valid foruse onywkn MrekW co nwdors. TMs design is based onlyupon parameters shown, and is Man InVindual building component, not �� a trusssystem Bela use, the buOdNg Ueslmtve M pneruse appgcablgly of deslin parameters and property w Nryonate Nis design moonsorall building design. Bracing indicated is to prov buckling orinQMdual truss web endhordroN members only. Motional temporeryend permanent trading M!Tek- IsalwaysMu6edfor stebllityand toprevent cogapsewNl possible personal lNery and proper, damage. Forgarerel gudanco mgeNing Ne tabdmtonstorage, dellwry. emdbn and trading ufausses and truss "a., ANaUlNf Ouaflry Creeds, DS"9 and BCS1 Bulf9ng Component Saes pinks Fed Blvd. 5ffiolyfefoerarlM a bbbfrom Tnr FnMalne e,2B70Cmh Hlgbway,audaM3MMod,MD20B01 Tempe, FL W10 - Job Truma Oly Ply 7-I'-y T20975391 2418852 V1 1 1 Job Reference v tonal .."oars nrn .vu., ram Uny, "'n' a Mar a zwu Mu eK m.uames, mc. I ue nug 4 Ul:[ AU two Page 1 ID:OMGH9VGe6ryE1 YuEMmJmnYyIZ4F-Z9HfmQmFRTgwgYyGta4%R7TIr WmxGKFtg2KuyrIUB Scale: 3/4'=1' 44 = 4.00 12 2 i 4 2X4 % 20 II 2x4 a LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grid DOL 1.25 TC 0.16 Vert(L-) n/a n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a - his 999 BCLL 0.0 ' Rep Suess Ina YES We 0.09 Horz(CT) 0.013 3 n/a We BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight 25 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid celling4Irec ly applied or100-0 Co bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=e-7-8, 3=9-7-8, 4=8-7-8 Mm Hoe 1=38(LC 10) Max Uplift 1=62(LC 12), 3=62(LC 12), 4=140(LC 12) Max Gmv 1=112(LC 21), 3=112(LC 22), 4=294(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All locals 250 (lb),or less except when shown. WEBS 2-4=185/287 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL4.2psh, BCDL-5.OpsF he2011; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpl=D.18; MWFRS (directional}and C-C Extedor(2) zone; cantilever left and dghlexposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 per bottom chord live load nonconcurreM with any other live loads. 5) • This truss has been designed for a live lead of 20.Dpsf on the bottom chord in all 'areas where a rectangle 3-6-0 tall by 2-0-0 wide will Po between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 10O 1b uplift at joint(s) 1, 3 except (In -lb) 4=140. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuGIrc Lw PE Nv.]4369 9904 pass East SNWL-rt6634. 6994 Patio East BNdTampp FL d3610 Dad: August 4,2020 A WARMNG-Verity designwarel ra end READ NOTES ON 7MS AND INCLUDED MITEK REFERENCE PAGE MII-0473 rev. Ht w2@O BEFORE USE Deagn valid for use onlywM MITevt connetlars. This design Is based unit, upon pammeteia Mvvn, and Is W an Mo lvdual buflat g wmpvnel. not a truss sydem. Motors use, Me building designer must verify Me elophamly of Widen paamems and properly Inwrome ebb design Wo the ovemg boding design. Bracing lndicded is to prevent WaIdng of individual Cosa web amor MOW members any. Addidonal temmal, and peimaneW bmcing MiTek- lasways requmlforsdbillyand tvprewWwiapsew1hposslbiepenorel lNw and pmpeM damp. Forgeneralgudanceregaidlnpme IdbdraLon, 6toRge, da Mry,BRCI0n a11d bmdllg pf W95e8 and eNaa 6yatems, be ANSVII Guam, Comrl4 DSSd9 and SCSI Building COmpmem 6904 PeNa End BIM. SerelylMrmerlon ave�eble tom Truss Rate Insblde, 2610 Cmd y9ghway, Sude 203 Waddd, MD 206p1 Temp. FL 36610 Job Truss Truss Type Oty Ply T2D915392 2418852 Valley 1 1 Job Reference (optional) Bundles First Souma, Plant City, FL- 32566, H 8,240s Mar 92020 M(Tek Industries, Inc. Tua Aug 407:22:102020 Pagel IO:OMGHgVGeGryE1 YuEMmJmnYyfZ4F-Z9HfmOazFRTgw8YyGta4XRBclsTmylKFlg2KuydUB 34 = 4.00 12 2.4 L as 4A 49-0 4A4 2 Scale -1:8.7 sly Plate Offsets (X,Y)— f2:03-0,Edge) LOADING (pef) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 VertI ate - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - ale 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HondCT) 47.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mmix-P Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-7-B, 3=4-7-8 Max Harz 1=16(LC 1(l) Max Uplift 1=-55(LC 12), 3=55(LC 12) Max Grav 1=106(LC 1), 3=106(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Its) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered fa this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.OpsF h-2DR; B=45U; L=601; save=7ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)zane; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60- 3) Gable requires continuous bottom chord bearing. 4) This tmss has been designed for a 10.0 par bottom chard live load nonconconent with any other live loads. 5) ' This truss has been designed for a live load of-20.Opsfon the bottom chord in all areas vvha rectangle-3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 1001b uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lea PE No.3di guTAUSA Inv. FL Ced 6634 6904 Parke lied Stvd.Tampa FL 33610 Dots: August 4,2020 ® WARNING- Very eeslpn PeremelerseM READ NOTES ON TIeS AND INCLUDED MITEK REFERENCE PAGE Mil-7473,w. rJIMMO BEFORE USE. - Design valid M uw onywdh Mnek® cannecloo. Thb design Is based only upon Paremeters Mown, end Is Men indMdual Wgdng oompdod rt not AkussSystem. Belleuse, the Wildingdesignermustverityfhe appfirabiliyorda9gn pareneters and properlymcarpomte this design hnothe o Mff bulWing design. Braoing indicated is to prevmd Wilding of MOMdualWss was anNor rbord members only. Addabnal temporary and permanent hating MiTek' Is always required forsiabiay and to prevent cagapes whin posside personal irItry ell propenydamege. Far general guidanceregarding the Fabdoedon,stomge, deevsry, enaction and fnadng oftrusses ell ausa systemsSee ANSNR1 Dualydy Cdfarra,DS9-99 and 8CS1 auffding Con,esood Sareyinfaonotion onflabbmTmsPeln=e,270CMgwe,Su6e2D3Wdod,MD201 TW. FL t, sa��p Symbols PLATE LOCATION AND ORIENTATION —114 14-I � " Center plate on joint unless x, y offsets are indicated. ooth Dimensions are in fl-in-sixteenths. Apply plates to bath sides of truss and fully embed teeth. I For 4 x 2 orientation, locate plates 0- tid' 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 h symbol shown and/or t by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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 8. Bracing of Metal Plate Connected Wood Trusses. Numbering System _ 6"48 dimensions shown In :teenths III (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERgD CLOCKWISO 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 far wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/7PI 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. 5119/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. AddNonal stability bracing for truss system, e.g. diagonal orX-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 allemative Tor I bmdng should be mnsidemd. 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. Out members to bear lightly against each other. 6. Place plates an each face of buss at each joint and embed fully. Knots and wane at joint lacetlons are regulated by ANSI TPI 1. 7. Design assumes trusses will be spitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at fime 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 mnsideragon and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, odentatlon and location dimensions indicated are minimum plafing requirements. 12. Lumber used shall be of the species and size, and In all ri spells, equal to or better than that specified. 13. Top chords must be sheathjd or pudins provided at spacing Indicated on design. 14. gottom chords require lateral bracing at 10 g, spacing, r less, If no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not al or alter truss member or plate without prior approval cif 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 ptoled 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 ANSIRPI I Quality Criers. 21.Tha design does not lake into account any dynamic or other loads other than those expressly stated.