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HomeMy WebLinkAboutTrussU1 03 US Ouanium Q.1; A Engineering Associates Inc. THE. REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE TRUSS SHOP $ DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI / TPI / WTCA 4 - 2002 B4 APPROVED; NO EXCEPTIONS TAKEN B3 ❑ APPROVED WITH COMMENTS NOTED 62 ❑ REVISE AS NO ED; RESUBMIT 81 ❑ REJECTED; MMENTS AS NOTED. B DATE y z a B layDATE BH9 BH7 as 03 Hatch Legend U1 =PT. HGT. 9' 4" ','�� G PT. HGT. 13' 4" �1 CRICKET AREA BY BIDR. CONV. FRAMING BY BL.D 43-10-00 11 11 1• It I I SON lilt 1 n 11 'I Itl 11 III 1 11 �F {• 1 t9�t'�SII,111 i.IW�w���l��e 11 II 1��15aj �({'111 11 , IN ,�Ie 11 I 1 111 I /\III —MIM �Il,�, IYIY 1�1■ I�� 11 11 � 1 II 1 11 1 11 =. 1' 11 Ab OBulders FirstSource 1602 INDUSTRIAL PARK DR PLANT CRY FL Phone: (813) 7595922 I= (813)752-1532 htlplNmw.Ndr.arn - Per ANSI/Ti 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the TlUss Manufacturer. - Dimensions are Feet -Inches Sixteenths. -Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) -Trusses are not designed to support brick U.N.O. - Do not cot or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails In hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to Installation Dimension Notes: - Drawing not to sale. Do not scale dimensions 3WM CONSTRUCTION WIENCKE RES. Lot -N/A VENTURE HARBOR Date: 3/23/20 Revision History: Revl: [???] Rev2: [???] Rev3: [???] l of Lumber design values are in accordance with ANSIlTPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2295797 - JWM - WIENCKE Site Information: Customer Info:' JWM CONSTRUCTION Lot/Block: Address: VINTURE HARBOR, _ City: PSL MITek USA, Inc. 6904 Parke East Blvd. Project Name: 2295797 Model: WIENCKETampa, FL 33610 4715 Subdivision: 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 58 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No 1 T20126997 A 5/4120 23 2 T20126998 Al 5/4/20 24 3 T20126999 A2 5/4/20 25 4 T20127000 A3 5/4/20 26 5 T20127001 AGR 5/4/20 27 6 T20127002 AH7 5/4/20 28 7 T20127003 AH9 5/4/20 29 8 T20127004 AH11 5/4/20 30 9 T20127005 AH13 5/4/20 31 10 T20127006 AH15 5/4/20 32 11 T20127007 AH17 5/4/20 33 12 T20127008 AH19 5/4/20 34 13 T20127009 AH21 5/4/20 35 14 T20127010 B 5/4/20 36 15 T20127011 131 5/4/20 37 :16 T20127012 B2 5/4/20 38 17 T20127013 B3 5/4/20 39 18 T20127014 B4 5/4120 40 19 T20127015 BGR 514/20 41 20 T20127016 BH7 5/4/20 42 21 T20127017 BH9 5/4/20 43 22 T20127018 C 5/4/20 44 Seal# Truss Name Date CA 5/4/2( CJ1B 5/421 CJ'IC 5/4/2( CAD 5/42( CA 5/4/2( CJ5 5/4/2( D1 5/4/21 D3 5/4/21 D5 5/4/21 DH2 54/21 5/4/21 DI-13 5/4/21 EJ3 5/4/21 EJ3A 5/4/21 EJ5 5/4/21 21 HJ2 5/4/2 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: Finn, Walter 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 ANSIfrPI 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. MiTek or TRENCO 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 -4W.orporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. FILE COPY eR 1P J �. GEMS = .:• 22639 STATE OF 00. E�Ca�. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 Finn, Walter 1 of 2 We i M!Tek USA, Inc. RE: 2295797 - JWM - WIENCKE 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer Info: JWM CONSTRUCTION Project Name: 2295797 Model: WIENCKE Lot/Block: Subdivision: _ Address: VENTURE HARBOR,_ City: PSL State: FL No. Seal# Truss Name Date 45 T20127041 HJ3 5/4/2( 46 T20127042 HJ5 5/4/2( 47 T20127043 HJ7 5/4/2( 48 T20127044 1 5/4/2( 49 T20127045 11 5/4/2( 50 T20127046 12 5/4/2( 51 T20127047 13 5/4/2( 52 T20127048 14 5/4/2( 53 T20127049 IGE 5/4/2( 54 T20127050 VT1 5/4/2( 55 T20127051 VT2 5/4/2( 56 T20127052 VT3 5/4/2( 57 T20127053 VT4 5/4/2( 58 T20127054 VT5 5/4/2( 2 of 2 Job To" Tmss Type Ory Ply JWM-WIENCKE T20126997 2295797 A HIP 1 1 Job Reference o bonal BUIIdem Intent Source, Plant Glly, tL, Ubt56, 2x4 II 5xs = O.z4v S Mar a LVLV Ml Iex announce, Inc. mon May Y 14:oZ.J LVLV 6x12MT20HS i 5.00 12 6x12MT20H5 C 3x8 = 6 7 8 3x6 = Smile = 1:85.9 5.8 W8 10 2x4 of ST1.Sx85TP = n' 29 12 2x4 13 )4 b 14 3x8 = Sad = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2110 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS]. TC 0.96 BC 0.97 WB 0.58 Matrix -AS DEFL. in (loc) I/defi L/d Vert(LL) 0.51 17-19 499 240 Vert(CT)-0.7316-17 >720 180 Horz(CT) 0.18 12 n/a n/a PLATES MT20 MT20HS Weight: 248111 GRIP 244/190 1871143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 14,10-13; 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16 15.18: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 44,10-10: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-1415(LC 10), 12=-1415(LC 10) Max Gray 2=1773(LC 15), 12=1773(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (11 or less except when shown. TOP CHORD 2-3=-3331/3265, 3-5=-3148/3199, 5-6=-2552J2a40, 6-7=-2300/2758, 7-8=-2300/2758, 8-9�2552/232/3265 11111 14-16=-2556/2773, BOT CHORD 2214 F11' ''I 26868/P9727�19'2556/3024'1fi-17=2072/2409, ,,,�__�``P\..�VFl•1P' V. E N S •• ��, WEBS 5.19=35/342, 5-17=-7251752, 6-17=-54a/692, 7-17=-318/223, 7-16=.318/223, ,�� �G .2 8-16=548/691, 9-16=-725/752, 9-14=-35/342 No 22839 ak •` NOTES- * 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsh hall 5ft; B=59ft; L=44ft; eave=5fl; Cat. to 24.10, Intedor(1) 24-10 to 10-8-3, Exterior(2) 10-8-3 '� % • �: II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 41-5-6 to 45-10-0 for forces 8 MWFRS for p 1[/ to 33-1-13, Interior(1) 33-1-13 to 41-5-6, Exledor(2) zone;C-C members and reactions Sa ;• 1 O •. ��� shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. ���� i�Fky• fi e' 4) All plates are MT20 plates unless otherwise indicated, . %% ��";�5'0 for 10.0 bottom chord ve load with any other llve loads. truss has been esigned TThis N A- � p�� the bottom chordInall areas where ant truss has been dhis foigned eload of 20. psf onsf 6) r rectangle 3-6-0 tall by 2-M wide will fit 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 (jt=lb) Walter P. Finn PE No.22839 2=1415, 12=1415. MITek USA, Inc. FL Cert 6634 8) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and 112• gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrcck be applied directly to the bottom chord. Date: May 4,2020 ® WARNINGNerdy deki apaxome(eaa and READ NOTES ON THIS AND INCLUDED MITER REFERENCEPAGE MII-7419ae, 1"51,2015 BEFORE USE Design valW forces only MP MRek®connectars. This design Is based oNy upon pammesrs shavm, and is for an individual building component, not a truss system. Before use, us building designer must verilythe appllwbllity of design parameters and properly hooNorole this design Into the overall building design. among Indicated is to prevent buckling of lndlWdual tussioeb and/orchord members only. Additional temporary and permanent bracing MOW Is always retuired for sadly, and to prevent collapse Witt passible personat injury and property damage. Foroomml guldsnce regarding the fabnralon, slarage,delivery, erection and bredng douses and Wss systems,see ANSI?Pll Quality Goners, DSB49 and BC51 Building Component 6904 Parke East BIM. Saslymb rma0on available from Truss Plate InstiMe, 218 N. Lee Sbeet, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply JWM-WIENCKE T20126998 2296797 Al HIP 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566. Exit = _ 5.00 FIT Exit 6 7 2x4 II 2 2 1� m a1 3x6 = 5x8 = 11 16 as 5x8 WB = 3x8 = 8.240 s Mar 9 ZU20 MITeK 15 14 3x6 = Sx8 WB = Inc. Mon May 4 14:32:35 LUZU Page 1 3IC)MP99TEVs)6ZVOBBnPIhSIXwzJmg 43-10-0 45-10-0, 7L14 2O scale=1:85.9 4 STi.5x8 STIR = 30 2x4 II 12 )4 d 5x8 = LOADING (pso TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSL TC 0.89 BC 0.84 WB 0.70 Matrix -AS DEFL. Vert(LL) Vert(CT) Hom(CT) in (roc) Udell L/d 0.52 13-15 >999 240 -0.85 13-15 >622 180 0.17 11 n/a Na PLATES GRIP MT20 244/190 Weight: 24716 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-4,9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-16, 7-16, 8-15 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2'Except' 17-17,14-14: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,11=0-8-0 Max Horz 2=466(LC 9) Max Uplift 2=1415(LC 10), l l=-1415(LC 10) Max Grav 2=1856(LC 15), 11=1861(LC 16) FORCES. (Ib)- Max. Comp./Max. Ten. -All forms 250 fib) or less except when shown. TOP CHORD 2-3=-3531/3155, 3-5=-3348/3093, 5-6=-2424/2641, 6-7=-2220/2546, 7-8=-2436/2641, 8-10=335913093, 10-11=3642/3155 2-18n-257713496,2580, BOTC 5916=799/791, WEBSHORD 3-18=358//490,5-8118=-1278650, 68 6�530170157-169318//320, 7-15=-530/863, 8-15=800/792, 8-13=-278/850, 10-13=-358/430 ���,,P.L���•'�.!F//L���j C E N • 1 �i� S NOTES- NO 22839 •� 1) Unbalanced roof live loads have been considered for this design. * �• 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; B=Sgft; L=44ft; eevem5ft; Cat. II; Este D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-4-10, Interior(l) 24-10 to 12-11-10, Extedor(2) 12-11-10 to 30-10-6, Interior(1) 30-10-6 to 41-5-6, Exterlor(2) 41-5-6 to 45-10-0 zone;C-C for members and forms 8 MWFRS for " -d reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 f/3) *0nR'j0t.---' Provide adequate drainage to prevent water pending. O4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.5) ' 2-0-0 �\51 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 wide ` `G' tween the and any other fit emechanicalcon d(by to ��"PSIONA� 6)Providwill ectionottom others) of truss bearing plate apable of withstanding 1001b uplift at Joint(s) except Gt=lb) ",`��, 2=1415,11=1415. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Walter P. Finn PE No.22839 sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -V dly dealer paramatam antl READ NOrES ON THIS AND INCLUDED MITEKREFEREMm PAGE M11.747Jme IMV2015 BEFORE USE. **ee Deck, va ld earned omy with Mnek® connedare. THs design Is based only upon parameters shown, and Is for an Indlvduei building component, not my a truss maker. Before use, the balding designer must verity the amiloablllty of design parameters and properly lnwrparate this design into the overall bulldingdedgn. Bmdng Inclosed is to prevent buckling of Individual tans web and/or chose members only. Additional ssmpomry and permanent bmdng MiTeK Is always mammal for comfy and to prevent cdlapse with possible personal Injury and property damage. For general guidance regeNin9 the fabrwepn.dotage,delivery. emctien and bmdng of busses and Was systems. sea ANSg If Dually Cdteda, DSB49 and SCSI Building Component 69M Parke East Blvd. Sareryleforeaian avalable frem Trues Mass lances.218 N. Lae Seed, Sulte 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T20126999 2295797 �12 HIP 1 1 �JWM-WIENCKE Job Reference (optional) Bedtlers First SOURe, Plant City, FL-32565, 8.24U S Mar 92UZU MI I eK InaUstneS, Inc. Mon May 414:32:35 ZUZU Pagel ID:gR8W mSiCi gtlnMGiYRnJXUzY49h-nR81 gYPKrNf2NMIYytginjPlZzrTwbSYWLBr3MZJruf -2-0-0 6-10.9 141-5 21-2-0 -& 29-8-11 36-11-] 43-10-0 10-0 2-0-0 6-10.9 7-2-12 7-0-11 4i-0 7-0-17 7-2-12 fi-10.9 2-0-0 Scale=1:86.1 5x8 = 5x8 = 5.00 12 6 7 3.6 i 3x6 5 28 2g 8 5x8 WB i Sze WB 2x4 A g 2x4 i 3 10 se ST1.Sx6 STP = ST1.5x8 STP = 27 30 2x4 II 2 11 2x4 II 12 o ]4 d 18 31 1732 18 15 3314 34 13 3x6 = 4x10 MT20HS = 3.6 = Axle MT20HS = 3x6 = Sea = SxB = 3x6 f0A4 21-2-0 24 33-1-9 43-10-0 1041-] T 10 16.0 10-5-10 10-8-7 Plate Offsets (X,Y)- [2:0-4-0,0-2-141, [2:0-6-5,0-0-51, [2:0-M,0-0-21, [4:0-4-0,Edge], [6:0-5-0,0-2-41, [7:G-5-0,0-2-4], [9:0-4-0,Edge], [11:0-01 [11:0-0-5,0-0-51, [11:0-0-0 0-2-141 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.91 Vert(LL) 0.52. 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 VerhCT)-0.8613A5 >613 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.17 11 me me BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 241 to FT=20% LUMBER - TOP CHORD 2x4 SP No.i'ExcepP 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP Ni WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 44,9-9: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-509(LC 8) Max Uplift 2=-1415(LC 10), 11=1415(LC 10) Max Grav 2=1818(LC 15),11=1818(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 8-15 FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.3452/3075, 3-5=.3164/2890, 5-6=-2207/2401, 6-7=-2069/2357, 7-8=-2207/2401, 8-10=-3164/2890, 10-11=-3452/3075 BOT CHORD 2-18=-2508/3461, 16-18=-2107/2876, 15-16=-1430/2120, 13-15=-2107/2532, 11-13=-2508/3080 WEBS 3-18=-380/451, 5-18=-160/590,5-16=-1007/902,6-16=-540/650,7-15=-540/650, 8-15=-100a/902, 8-13=-160/591, 10-13=-381/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psf; h=15ft; B=59ft; L=44ft; eavei Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 24-10, Interior(i) 2-4-10 to 14-11-10, Extedor(2) 14-11-10 to 28-10-6, Interior(1) 28-10-6 to 41-5-6, Exterior(2) 41-5-6 to 45-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joni except Gt=1b) 2=1415,11=1415. 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. ,,`111111 I I I I81'rII, � P�JeR P, P. i�i 'LENS No 22839 se we 0. S i (CS• .; O Q'' i O R � Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING -Verity loser. yammerers and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MII.7479 mv, 10MV2013 BEFORE USE Design valid for use only with MmekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a trues system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate Nis design Ind. the overall' bulldingdesign. Bracing Indicated is to prevent buckling of individual truss weband/or chord members only. Addillonaltempearyandpmnumenibracing Welk' Is always required forstablliry and to prevent collapsewith passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of "nos and Wss systems, see ANSI?Plf Duality Crovi DSO.89 and SCSI Building Component 6904 Parke East Blvd. Si felylnfurmallon available from Truss Plate Institute, 218 N. Lee Street, Build 312. Alexandria, VA 22314. Tampa, FL 36610 Job ss Truss Type Oly Ply JWM-WIENCKE T20727000 2295797 LA3 COMMON 3 1 Job Reference (optional) Builders Fast Source, Plant City, FL- 32566, 8240 s Mar 9 2020 MTek Industries. Inc. Mon May 414:32:37 2020 Page 1 ID:gR8WmS1 C1gflnMGpyRnJXUzY491FFdfPluPybhMlWUWaBx lwy1TNA5f8ah17xPlpzlme -2-0-0 733 14-]6 I 21-11-0 I 29-2-11-11 36b-13 4310-0 pS10-0 2-0-0 73-3 ]-0-2 7311 7-37-0-2 7-33 2-0-0 Scale=1:83.1 5.8 = 5.00 12 2.4 11 14 3.6 = BullWB = 39 = 6x8 WB = 3x6 = 5x8 = SNB = 10.114 21-H-0 32-104 43-10-0 rave 1an-a I tD-ln i tat16 18 Plate Offsets (_X Y)- [2:0-4-0 0-2-14][2:06-5,0-0-51 12:0.0.6 0-0-21 [4:0-0-0Edgel [8:0-0-0Edgel [70:0-" 0-0-21 [10:0E-5 0-0.51 [70:0-0-0 0-2-141 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) gdefl Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.97 Vert(LL) 0.54 14-16 >978 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vea(CT) -0.8814-16 >595 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.17 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 23316 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-4,8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-17,11-18:2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=06-0, 10=06-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-14.7-14.5-14 Max Horz 2=525(LC 9) Max Uplift 2=-1415(LC 10), 10=1415(LC 10) Max Grav 2=1826(LC 15). 10=1826(LC 16) FORCES. (Ib)-Max.Comp./Max. Ton. -All forms 250(Ib) or less except when shown. TOP CHORD 2.3=3454/2900, 3-5=-3161/2711, 56=-2174/2206, 6-7=-2174/2206, 7-9=J161/2711, 9.10=-3455/2900 BOT CHORD 2-16-2345/3475, 14-16=1893/2857, 12-14=1893/2492, 10-12=2345/3082 WEBS 6-14-1035/1311,7-14=-1000/856,7-12=199/617,9-12=-410/476, 5.14-999/856, 5-16=199/617.3-16=410/476 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.0psh h=15fq 13=598; L=440; eave=5R; Cat II; Exp D; End., GCpl=0.18; MWFRS (directional) and C-C Fxtedor(2) -2-0-0 to 2-4-10, Interior(1) 2-4-10 to 17-66. Ezleaor(2)1766 to 26-3-10, Intedar(1) 26-3-10 to 41-56, Exterior(2) 41-56 to 45-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.OpsE 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 No uplift atjolnt(s) except Qt=lb) 2=1415, 10=1415. 6) This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the lop chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 111111111/� ,��.�P�IER P- , �,� ti No 22839 90: A F : Al iaa, nOR IV �NA� 10 `%% Walter P. Rnn PE No.22939 MRek USA Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL33610 Date: May 4,2020 ® WARNING - Verlry dass, pammetem and READ NOTES ON THIS AND INCLUDED ARTEK REFERENCE PAGE ND-7473mv.1 M V2015 BEFORE USE. Des19n valid far use only with MITek3 conneclprs. This design Is based only upon parameters shown, and Is loran Individual betiding Component, not a truss system. Before use the hurdle designer must verity the applicability of design parameters and propedy Ince,date this design Into the overall building design. Bracing indicated Is to prevent buclding of lndNldual Ness web anularchord members only. Additional lemporery and permanent bracing MiTek' Is always occulted for stability and to prevenloogapse wen posslble personal Injury and property damage. For general guidance regarding the tMaiwtian,sbrege,deWery, election and bracing ofmusses and Voss systems, see ANSYrelf OveRty Claude, DSB49 end SCSI Building Component 69N Parke East Blvd. Sarerylnformatlon evaU.N. from Truss Plate InsUMe. 218 N. Lee Street Buys 312, Alexandria, VA22314. Tampa, FL 3010 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127001 2295797 AGR HIP GIRDER 1 .9 L Jab Reference (national) Builders First Source, Plant City, FL-32566, 5.00 12 5x6 = 6 29 34 4 48 i g 2YA J 3 4 5T1.Ex8 STP = 2x4 II 2 1 4x8 = 4x4 = 3x10 = 19to 31 17 32 6.8 = 3x10 II 4x8 = 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon Scale =1:66.9 5x6 = 830 9 4x8 102x4 i 11 ST1.5x8 STP = 'b 2.4 II 12 ]4 3 d 1875 33 td 6x8 = 04 = 4x8 = 6x8 = 77-0 1-2-0 I I 36-0 I 43]-10 7-0 &7-0 MIN 7-103 77-0 7-0 Plate Offsets (X V)— [4:04-0Ednel [6:0-3-00-2-0] [8:0-3-00-2-0] [10:03-0Edge] r12:0-7-8D-0-12] [15:04-0 04-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.55 17 -955 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.62 17 >844 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.92 Horz(CT) 0.15 12 n/a WE BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 5611b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26'Except' 16-18: 2x6 SP NG.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No2 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Hoe 2=378(LC 6) Max Uplift 2=-2454(LC 8), 12=2788(LC 8) Max Grev 2=3758(LC 1), 12=4211(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or7-041 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4178/4946, 3-5=8042/4858, 5-6=4878/4773, 6-7=-7268/4509, 7-8=-8245/5232, 8-g=-8925/5547, 9-11=9167/5688, 11-12=-9291/5767 BOT CHORD 2-20=-4355/7466, 19-20=-4245/7455, 17-19=-4992/9159, 15-17=4992/9159, 14-15=-4990/8467, 12-14=5108/8485 WEBS 3-20=257/225, 5-20=1861384, 5-19=-681/401, 6-19=1524/2749, 7-19=3084/1616, 7-17=1027/2637,7-15=-1394/418,8-15=1723/3073, 9-15=636/433, 9-14=4181336, 11-14=277/208 NOTES. 1) 2-ply buss to be connected togetherwilh 10d (0.1315f3-) nails as follows: Top chords connected as follows: 2x4 - 1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-" oc. Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc. 2 All loads are considered equally applied to all lies except if noted as front F or back B face in the LOAD CASES section. PI to g Y PP PO O O Y ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except jt=1b) 2=2454,12=2788. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2694 Ib down and 1207 Ib up at 20.9-12, and 18151b down and 1226111 up at 29-04 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. F••• i No 22839 o 111111111100 Walter P. Ran PE No.22839 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: May 4,2020 A E(3)�Smn ® WARNING -VeNy eeargn parameters and READ NOTES ON THIS AND INCLUDED MREN REFERENCE PAGE MY-7473rev. 10N11015BEFORE USE assass Design valid Varese only with MITeND cumedom. This design Is based only open parameters shown, and Is for an inegrodual building component, not a ton s system. Before use, the building designer out very tls apprirabllly oVdedgn parameters end propedy inaomorete We deign Into 0a overall bulltlingdeslgn. Bracing Indicated is to prevent buckling ofindivldual tress web andforchoM names, only, AIdlllonaltemporeryarMpeenanentbmdng MiTek' Is always required brstaNlly and 0 prevent collapse with possible personal Injury and property damage. Forgenemiguleancoregaidingthe betrayed..storage, deevery.eredion and leading ofbusses and runs systems, see ANSI IIQuality omens, DSB49 end SCSI Building Componenf 69N Perk. East BIW. Safetylnfornadon avalable fran Truss Plate InsgMe, 218 N. Lee street, Sulte 312, Alexandd., VA 22314. Tampa. FL 36610 Job Truss Truss Type Ory Ply JWM-WIENCKE T20127001 2295797 AGR Hip GIRDER 1 a� L Job Reference o lional Builders First Source, Plant City, FL-32566, 8.240 a Mar 92020 MiTek Industries, Inc. Mon May 4 14:32:39 2020 Paget ID:gR8WmSlClgtlnMGiVRnJXUzV49h-COn9SaRD711dEg17e7DPPL10MBgK7xN DJOWghzJmc LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-6=54, 6-8=-54, 8-13=-54, 23-26=-20 Concentrated Loads (Ib) Vert: 17=-2694(F) 33=1815(F) ® WARNING -Vedyy design pamm.. and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M I-7473 rev. 10NL2015 BEFORE USE. Design valid far use only with MRea com adars. This design Is based only uarem pen peters shown, and Is for an Individual building component, not a truss system. Barons use, the building designer must verify the applicability of design garments and property nmryorete this design Into the overall, buildingdesign. Bracing Indicated Is an prevent buckling of individual imss web anmm chord members only. AdditoneltemporeryendpermaneMbretlng M(TeW Is always mandrel for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, deli intention and bracing of tresses and truss systems, sea ANSVIP11 Duality Cdti OSS-89 and SCSI Building Component good Parka East Blvd. Sahrylnformadon available from Tmss Plate Institute. 218 N. Lee Street, Suite 312, Almmndra, VA 22314. Tarri 36810 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127002 2295797 AH7 HIP GIRDER 1 Job Reference o tional Balloons Hnn soU2e, Plant city, I-L-325bb, 6.241) 5 Mar 9 ZU2U MI I ex Industries, Inc. Men May 414:JZAV ZUZU Scale=1:85.6 5x8 = 5.00 12 5.6 3x8 = 2x4 II 39 = 3x6 = 5x6 = 3 28 29 4 3031 32 5 33 6 7 34 3536 837 9 ST1.5x8 STP = Use ST1.5x8 STP = 2x4 II 2 10 2x4 II 4� 1 71 t4 o d 19 38 39 19 40 17 41 16 62 43 15 44 14 65 13 72 Sx8 = 3x6 = 2x4 II 3x8 = 3x10 = 2x4 II ST1.5x8 STP = 3x6 = 4x6 = 3.8 = 6.8 = 4x8 II 7-0-0 12-01-03 18-9-14 24-7-15 30-641 36-10-0 43.10.0 ]-0-0 5-11-13 5-10-1 5-10-1 5-10-1 6-0-0 74 4 Plate Offsets (X,V)-- [2:0-6-90-2-13] [2:0-6-5,0-0-51, [2:0-",0-0-21, [3:0-3-0,0-2-4], [9:0-3-0,0-2-01, [10:0-2-13,0-5.11, [10:0-5-0,0-1-71, [13:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Odeft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.67 Vert(LL) 0.29 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.3218-19 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.07 13 BIG n/a BCDL 10.0 Code FBC2017/7P12014 Matrix-MSH Weight: 4401b FT=20% LUMBER - TOP CHORD 2x4 SIC No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIP No.3 OTHERS 2x4 SIR No.2 WEDGE Left: 2x4 SIP No.3, Right: 2x4 SIP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0, 10=0-8-0 Max Holz 2=-198(LC 6) Max Uplift 2=-1506(LC 8), 13=-3051(LC 8), 10=-045(LC 8) Max Grav 2=1869(LC 1), 13=3827(LC 1). 10=414(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-0cc purl BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3616/2594, 3-0=3297/2481, 45=-3537/2668, 5-7=-3537/2668, 7-8=-1837/2930, B-9=-651/1217, 9-10=-689/1316 BOT CHORD 2-19=-2153/3256, 18-19=-2922/4324, 16-18=-2922/4324, 15-16=680/1159, 13-15=-680/1159, 12-13=-2930/2146, 10-12=1184/557 WEBS 3-19=-436/951, 8-13=1432/1424, B-12=-1890/2084,9-12=-767/500, 7-13=-0624/3225, 4-19=-1263/855,7-15=0/486,4-18=0/503,7-16=1916/2725,4-16=-907/642, SA6=-619/734 NOTES- 1) 2-ply truss to be Connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9.0 cc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2 All loads are Considered equally applied to all lies except if noted as front F or back B face in me LOAD CASES section. PI to 9 Y PP PO O O Y ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=511; Cal. II; Exp D; Encl., GCpi=0.18; M W FRS (directional); porch right exposed; Lumber.DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 7) ' 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 chortl and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Ut=lb) 2=1506, 13=3051, 10=445. No 22839 IZ $M�0 F 1jj 10NA1 ,e�%% Walter P. Finn PE No.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 4,2020 ®WARNING-Vady design pv seers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJQd rev, IOVV2015 BEFORE USE, Design valid for use only Won MiTek® connectors. We design Is based only upon parameters shown, and Is for an individual building oomponenL not ��®® a truss system. Before use, Me Wising designer must verity Me applicability of design parameters and properly inoarxate this design Into Me overall �tY� buildingdeslgn. BrednglndiatedlstopmvntbuckfingoflndMdualtmsswebanNad Mmembomoly. Addiaonai temporary and pemlenent bredng MiTek- Isalways required for stability and to prevent collapse with possible personal injury and Property damage. For general guidance regaining the mannish, storage, delivery, Arsenio and bracing ofwsses and truss systems, see ANSM11 Qualify Col USS-89 and SCSI Building Component 6906 Pella East Blvd. Saneylnlormadon available from Trans Plate Instlmte, 218 N. Lee audit, Suite 312, Alexamila, VA 22314. Tempe, FL 36610 Jab Truss Truss Type Oty Ply JWM-WIENCKE T20127002 2295797 AH7 HIP GIRDER 1 Job Reference o tlonal Builders First Source, Plant City, FL - 32566, 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:32:49 2020 Page 2 ID:gR8 WmSl C1gtlnMGiYRnJXUzY49h-vxOxY7ZUnNICRMD2D5PIpSS92DGeTUAS Wtr116zJruS NOTES- 9) Hangers) or other connection devices) shall be provided sufficient to support concentrated loads) 128 lb down and 206 lb up at 7-0-0, 110 lb down and 196 It, up at 9-0-12, 110 lb down and 196 It, up at 11-0-12, 110 lb down and 1961b up at 13-0-12, 110 la down and 196 Ib up at 15-0-12, 11011a down and 196 lb up at 17-0-12, 110 lb down and 19616 up at 19-0-12, 110 la down and 196 lb up at 21-0-12, 110 lb down and 196 Ib up at 22-9-0, 110 lb down and 196 lb up at 24-94, and 110 to down and 196 to up at 26-94, and 11016 down and 1961b up at 28-94 on top chord, and 283 lb down and 1881la up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 to down at 13-0-12, 82 lb down at 15-0-12, 82 la down at 17-0-12, 82 Ib down at 19-0-12, 82 Ib down at 21-0-12, 821b down at 22-9-4, 82 I6 down at 24-9-4, and 82 lb down at 26-9-4, and 82 lb down at 28-9-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead . Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-9=-54, 9-11=-54, 22-25=20 Concentrated Loads (Ib) Vert: 3=-110(B) 6=-110(B) 19=-260(B) 7=110(B) 4=-110(13) 15=49(B) 18=49(B) 16=49(B) 5=110(S) 28=-110(B) 29=110(B) 30=-110(S) 32=-110(B) 33=-110(B) 34=-110(13) 36=-110(B) 38=49(B) 39=49(B) 40=i 41=49(B) 42=49(8) 43=49(B) 44=49(13) 45=49(B) ®WARNING-VMN doslgnparomefem ontl READ NDTESONTHIS AND INCLUDED MITEIf REFERENCE PAGE MII-7473 mv. 1002/2015 BEFORE USE. Design valid for use only Wi MTelotsconnedors. This design Is based only upon parameters shown, and Is for an Indlvidual building compmrent, not �e} a pass system. Before use, lee building designer must veribae appiicabllityefdesign parameters and prapedy lncomorale this design Into to overall -•Y� bulNingdesign.Brad, Indicated is to prevent buckling of individual pass web and/or chord members only. Additional temporary and permanent bmong MiTek' Is elwaye required for stability and to prevent callapsewiN possible personal injury and property damage. ForganemlguldanceregaNingibe fabrimlion. storage, delivery , erection and among oftmsaes and Toss systems, see ANS14PIf Dually Conrad,DSB-69 end SCSI Building Component 6904 Parke Best Blvd. Schay Inhrma0an ava0abie from Tmss Plate Ins6Me. 218 N. Lee street, suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20127003 2295797 AH9 HIP 1 1 �JWM-WIENCKE Job Reference (optional) .."oars nrsl source, nanrclly, rL- dzpda, -2-0-0 a1-10 I 9-0.0 H 'E-0-0 a7-fo 4-ab 6x8 = 5.00 12 r 2x4 .a8111111 ST1.5x8 aTP = 283 27 2.4 II 2 1 R- 3x6 = 29 30 5 31 CS4V a MBr a zuzu MI I ex IWustnes, me. man May 414:Jz:SU zuzu 3x8 = 3x8 = 2x4 II 5x6 = 6 7 32 33 B 34 9 Scale=1:84.3 2x4 i 10 qq 35 36 Y 11 20 II < 12 14 d 18 17 16 15 14 13 4x6 = 3x8 3.8 = 3.6 = 6x8 = 3x8 4x6 = 4x0 3x8 = 4x8 9-0-0 19-8-3 19-I�-1 30-2-0 30$-5 3410-0 43-10-0 Plate Of[sets(XY)- [2:0-3-3Edge][2:04-60-1-51 [4:0-4-00-1-13][9:0-5-120-2-81 [11:OJ-60-1-141 [11:0-3-3Edgel [75:0-2-60-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Veng-L) 0.23 16-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.4716-18 ,780 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.75 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 226 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpl 5-18, 6.14 REACTIONS. All bearings 13-8-0Except Gt=length)2=0-8-0. to- Max Horz 2=-242(LC8) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-916(LC 10), 14=-1584(LC 10). 13=-263(LC 19), ll=-274(LC 10) Max Grav All reactions 250 Ib or less al joint(s) 13, 11 except 2=1082(LC 15). 14=2209(LC 19), 14=2174(LC 1), 11=319(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1784/1886, 3-4=-1582/1638,4-5=-1445/1626,5-6=-1130/1114,6-8=-1098/1189, 8-9=-1098/1189, 9-10=-557/534, 10-11=-147/281 BOT CHORD 2-18=-1438/1738, 16-18=1101/1472, 14-16=-185/590, 13-14=-047/949, 11-13=2271385 WEBS 3-18=-269/388,4-18=-51/378,5-16=526/800,6-16=-653/826, 6-14=-2016/2054, 8-14=-357/531, 9-14=-1050/930, 9-13=-55/452, 10-13=476/621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opst, h=15ft; B=59ft; L=44ft; eavil, Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-D to 24-10, Intedor(1) 24-10 to 2-9-10, Exterior(2) 2-9-10 to 15-2-6 Interior 1 15-2-6 to 28-7-10 Extedor 2 28-7-10 to 41-0-6 Interior 1 4M-6 to 41-5-6 Extedo 2 41-5-6 to 45-10-0 () () () K) zone;C-C for members and forces 8 MWFRS for reactors shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 9161b uplift atjolnt 2, 1584 lb uplift at joint 14, 263 lb uplift at joint 13, 274 Ile uplift at joint 11 and 274 Ib uplift at joint 11. 7) 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. llll11111111//��,, R P- .� S�.• DENS :'1 11 No 22839 9O: A F t. S111NA11 1,C7•�. Walter P. Finn PE No.22839 MlTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Veil/y Ensign paramete.. and READNOTES ON THIS AND INCLUDED MIT£KREFERENCEPAGE 18I47473 mv. 10XV201511EfOREUSE. --■� Design valid for use only vdm Mirek®Conamers. This design Is based only upon parameters shwm, and Is for an Individual building Component, not a Huss system. But. use, the building deslgnermuslverify the applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. Basting lndlaled is to prevent buckling of Individual truss ores andlorchord members only. only. Addltlonal temporary and permanent basting MiTeW Is always required for stability And to prevent Collapse wgh leasable personal injury and loosely damage. Forgeneml guldantaregarding the fabnadan, storage, delivery. erealion and bracing ofausses and truss systems, see ANSIMP11 Quality CHferia,DSB-69 and BMI Building Component 6904 Parke East Blvd. Safefyinfofmagon available from Tmss Plate Inatde, 218 N. Lee Sbeet, Sulle 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply JWM-WIENCKE T20727004 2295797 AH11 HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Mon May 4 14:32:40 2020 Pagel ID:gRBWmS1 Cl gtlnMGiYRnJXUzY49h-gCLYfw5mc9UszcKBilex2aYFaB WsWL8RzA3C8zJmb -2-0-0 5-9-0 11-0.0 18-0-8 255 8 32-10-0 3e-1 0 43-1041 p5.10-0 2-0-0 5-9-0 33-1 184 7-1-0 74.8 53-1 5-9-0 2-0-0 5.00 12 2.4 Si = 263 25 2x4 II 2 I 6xl2 MT2OHS ' 6x12 MT20HS C 3x6 = 5x8 we =3x6 = 4 27 28 29 5 6 7 30 31 32 a scale=1:84.3 2x4 i 9 33 ST1.5x8 STP = 34 q j 10 2x4 11 11 14 d 16 15 35 36 14 37 38 13 12 5x8 = 3x8 = 5x8 WB = 3x6 = 5x8 WB = 3x8 5x8 = 11-0-0 2t-11-0 320 43-10.0 11.0.0 10.11.2 10-17-0 11-0-0 Plate Offsets (X Y)- [2:0-4-00-2-141 [2:0-6-5 0-0-51 [2:0-M 0-0-21 [4:0-7-0 0-1-121 f6:0.4-0 Edge] [8:0-740-1-12] [10:0-0-6 0-0-2] [10:0-6-5 0-0-5][10:0-0-00-2-141 LOADING (part) SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) 0.62 14-16 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Ven((7T) -0.77 12-14 >679 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.42 Horz(CT) 0.18 10 file rda BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 2261b FT=20% LUMBER- BRACING• TOP CHORD 2x4 SP M 31 "Except` TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. BOTCHORD 21 SP M 31•Excepe WEBS 1Row at thri 5-16.7-12 13-15: 21 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 "Except` 1-17,11-18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-286(LC 8) Max Uplift 2=-1415(LC 10). 10=1415(LC 10) Max Grav 2=1749(LC 15), 10=1749(LC 16) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1) or less except when shown. TOP CHORD 2-3=-3286/3465, 34=3042/3194, 4-5=-2801/3098, 5-7=3642/3882, 7-8=-2801/3098, 8-9=-3042/3194,9-10=-3286/3465 BOTCHORD 2-16=2867/3141,14-16=-3309/3560,12-14=-3309/3560,10-12=-2867/2956 �I WEBS 3-16=311/431,4-16=-585/-790,5-16=-1020/983,5-14=0/272,7-14=0/272, ♦♦ P. / 7-12=1020/983,8-12=585/790,9-12=-312/431 ♦♦♦P�R'P'��, ♦ " .` `� G E N • • �L �. SF NOTES- �� : �.� •• �� 1) Unbalanced roof live loads have been Considered for this design. NO 22839 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mi 7CDL=4.2psh, BCDL=5.Opst h=15ft; B=59ft; L=44ft; eave=5ft; Cat. * * 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-M to 24-10, Interior(l) 2-4-10 to 4-9-10, Extedor(2) 4-9.10 7 to 17-2-6, Interior(1) 17-2-6 to 26-7-10, Extedor(2) 26-7-10 to 39-0-6, Intedor(i) 39-0-6 to 41-5-6, Exterior(2) 41-5-6 to 45-10-0 C zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -0 • it .; 3) Provide adequate drainage to prevent water pending. 4(/ �• Az� 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. •,40 Z P,: Pat 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide .. n• R `3n ��`♦� �,\,0 • � fit ♦♦ will tween the bottom chord and any lof ApS,O N A� 0011 7) Provide mechanical connection (by others) truss to hearing plate Capable of withstanding 100In uplift at joint(s) except at=lb) 2=1415, 10=1415. 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 Walter P. Finn PE No.22839 sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 4,2020 ®WARNING-Vadry deerem pam enters antl READ NOTES ON THIS AND INCLUDED MOEN REFERENCE PAGE AIII rev: 10XV2015BEFORE USE. Design valid for use Only Colin MiTek® ourr estors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the bulking designer must verify To applicability of design parameters and pmpetly Incorporate this design Ins, the overall bulltling design. Bracing brdlwted is to prevent bucklug of Individual buss web and/or chord members only. Additional temporary and permanent baling MiTek' Is always herded for stability and to moventcollapse Wlh possible personal injury and property damage. For general guidance regarding the fabhcadon. storage, delivery, erection and baring of busses and truss systems. see ANSVTPII qualify CdMNa, DSB.89 and SCSI Bullding Component 69M Parke East Blvd. Sakiylnr ensud n availaN. fmm Two Pieta Inaliue, 216 N. Lea Street, Suite 312, Abxandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127005 2295797 AH13 HIP 1 i Job Reference (optional) OUYUUID fUbI scum, ,an, lay, 11-a<abi 2x4 5.00 12 7x1 MT20HS = 3.10 II exa = 4x10 MT2OHS i 5 29 30 6 ] 31 e.L4U a Mar if LULU MI I 7x14 MT20HS = MC. Man May 4 14:32:41 ZUZU 32 8 4x10 W20HS O 19 18 16 '- 14 13 Sx8 = 2x4 II aide = 4xB 3x8 = 4x8 = 3x6 = 2x4 II 5x8 I 64i-8 13-0-0 21-11-0 30.10-0 I 3]3.8 43-10-0 Aga Asa Scat.=1:85.9 Plate Offsets (X,Y)— [2:0-0-0,0-2-14], [2:0-6-5,0-0-5], [2:0-0-6,0-0-2], [4:0-5-0,Edge], [5:0-0-12,0-3-0], V:0-4-0,Edge], [8:0-0-12,0-3-0], [9:0-5-0,Edge], [11:0-M,0-0-2], [11:0ES0-0-51 f11:0-4-00-2-141 LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.52 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.58 14-16 >907 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.18 11 n/a MIS BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 2451b FT=20Y LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7,7-8: 2x6 SP No.2, 1-0,9-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=329(LC 8) Max Uplift 2=-1415(LC 10), 11=1415(LC 10) Max Grev 2=1785(LC 15), 11=1785(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row atmidpt 5-16.8-16 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3358/3385, 3-5=-2916/3149, 5-6=-3233/3641, 6-8=-3232/3641, 8-10=4916/3150, 10-11=-3359/3385 BOT CHORD 2-19=-2809/3246, 18-19=-2809/3246, 16-18=-2385/2814, 14-16=-2385/2643, 13-14=-2809/3000, 11-13=2809/3000 WEBS 3-18=-088/470,5-18=-149/464,5-16=-699/855,6-16=588/857, 8-16=-698/855, 8-14=-148/464, 10-14=-488/469 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 2-0-10, Intedor(l) 2-0-10 to 6.6-8, Exterior(2) 6-6-8 to 19-2-6, Intedor(1) 19-2-6 to 24-7-10, Exterjor(2) 24-7-10 to 37-3-8, Inledor(1) 37-3-8 to 41-5-6, Exterior(2) 41-5-6 to 45-10-0' zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcument 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift atjoint(s) except Ql=1b) 2=1415,11=1415. 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. �1\I1111/// ,%% jER P E N No 22839 9: r" OF t411� i �:O�FS . 4 0 R I O .-*ON err., &/0,NAl E?%%%" Waiter P- Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: May 4,2020 ®WARNING -Vedry deafgn Poremofero andls"ONOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473roe IMV2015 BEFORE USE. Design valid for use only with Mmek®wnnectom. This design Is based only upon parameters shown, and Is foran Individual building component, not ��®® a teas system. Before on, Me building designer must verify Me applicability efdesign parameters and propedy incorporate Nis design Into the overall �NY� buildingdesign. Bracing Indicated is to prevent bucking of Individual bust web and/or chord members only. Additionaltemporeryandpennenentbrocing MITek- IeaMaysex,ired teratebilityme!to preventcobroxxvN possible personal injury and property damage. Forgenaelgodancaregardingthe Mariwgon, W.W.sdelivery, ersceon and bracing of masses and Was systems, sae ANShii gull Qualify Crlarle, DS949 arM SCSI Building Component 6904 Parke East Blvd. Safelylnformadan anailablefrom Truss Plate lnatifule,218 N.lce Street, Suite 312, Alexandria, VA MIS. Tampa, FL 36610 Job Truss Tmss Type Oty Ply T20127006 2295797 AM15 HIP 1 i �JWM-WIENCKE Job Reference (optional) ommers rest ouurce, ram tery, rL-4Lpob, 5x8 = 5.00 12 6x12 MT20HS i 5x8 WB i 18 2x4 II 5 29 17- 4x8 = Sao = 6.24U S Mar 92020 MITeK Industries, Inc. Mon May 4 14:32:42 2020 Page 1 2,4 11 6x12 MT2GHS 306 31 327 15 Sao = 13 3,3 = 4xB = Scale=1:85.9 5x8 WB C 8 33 3x6 9 ST1.5x8 STP - Io 14 I I tt )d 12 2x4 II 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.50 15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.5217-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 HOrz(CT) 0.18 10 n/a me BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 Ste No.1'Except* 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 "Except' 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 'Except* 4-4,8-6: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=374(LC 8) Max Uplift 2=-1415(LC 10), 10=-1415(LC 10) Max Grev 2=1790(LC 15), 10=1790(LC 16) PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 2401to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17. 9-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forms 250(I1h) or less except when shown. TOP CHORD 2-3=3362/3348, 3-5=-2749/3009, 5-6=-2741/3212, 6-7=-2741/3212, 7-9=-2749/3009, 9-10= 3363/3348 BOT CHORD 2-18=276413277, 17-18=-2764/3277, 15-17=2203/2656, 13-15=-2203/2476, 12-13=2764/2998, 10-12=-2764/2998 WEBS 3-18=0/257, 3-17=-697/624, 5-17=219/528, 5-15-383/531, 6-15=401/609. 7-15=383/531,7-13=219/529, 9-13=-698/624,9-12=0/257 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=S.Ops/; h=15ft; B=59ft; L=44ft; eave=SN Cat. II; Exp D; Encl.. GCpi=0.18; MWFRS (directianal) and C-C Exterior(2) -2-M to 2-4-10, Interior(1) 2-4-10 to 8-9-10, Exterior(2) 8-9-10 to 21-2-6, Interior(l) 21-2-6 to 22-7-10, Exleriof(2) 22-7-10 to 35.0-6, Interior(1) 35-0-6 to 41-5.6, EMertor(2) 41-5-6 to 45-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=lb) 2=1415,10=1415. 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. No 2283IZ .p0' 0F0F 4U�` �. 6?C�%. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 4,2020 WARNING-Vedry design parnmeAva and READ NOTES ON THIS AND INCLUDED MITEHREFERENCEPACEMII-7419 rev. 10N341115 BEFORE USE. Design valid for use only with MITeW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not *e a 6uas system. Before use, the building designer must verify, the appiimbility of design peremeters and properly landporkte Nis design Into the overall buildingdeslgn. argon Indicated is to planar buckling oflnlivaual Bass web and/or chord members only. Addlilonaltemparyandperrearentbracing MiTek' Is sways required for stability and W prevent callapse with possible personal injury and property damage. Forgene al gedanoa regarding the fabdmfion,sWrage,delivery,erec6anandbre6ngoftronesend WessyeWms,sea ANSffPll Quallry Crllode,DSS-89 end SCSI Building Component Safeiylntermallon avallabie tram Truss PIeW InaBW W, 218 N. Lee SIree4 Suite J12, Alexendda, VA12314. 6M Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type any Ply JWM-WIENCKE T20127007 2295797 AM17 HIP 1 1 Job Reference a Clonal launders rust source, Plant Pry, rL- azbtiti, 8.240 s Mat 9202D MITek Industries. Inc. Mon May 414:32:442020 Scale =1:65.9 6x12 MT20HS i 5.00 112- 6xl2 MT20HS C I 3x6 = 6 7 8 30 5.8 WB i 3x6 i 3x6 529 9 5x8 WB Q 2.4 J 4 10 2x4 of ST1.Sxe STP = 3 11 ST1.5x8 STP = I` 28 31 2x4 II 2 12 2x4 II 13 Ei )n d is 18 17 32 33 16 15 14 axis 5x8 Via = 3x6 = 3x6 = 5x8 = 5x8 = 3x8 = 5x8 = LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.97 BC 0.73 WB 0.56 Matrix -AS DEFL. in (loc) OdeO L/d VeN(LL) 0.50 17-19 ,999 240 VeN(CT)-0.7316-17 >718 180 Holz(CT) 0.17 12 his n/a PLATES MT20 MT20HS Weight: 249 IS GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,10-13: 2x4 SP No.1 BOT CHORD Rigid Gelling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except' 1-20,13-21: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=418(LC 8) Max Uplift 2=-1415(1_C 10), 12=-1415(LC 10) Max Grav 2=1775(LC 15), 12=1775(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3335/3249, 3-5=3159/3189, 5-6=-2569/2839, 6-7=-2315/2759, 7-8=-2315/2759, B-9=-2569/2839,9-11=-3159/3189,11-12=-3336/3249 BOTC 2-19=-267213288,1 111 ,P!F/ti WEBSHORD 5.194221338,57177720/738,1617-7540/695,7017=-326/239,7-16=326239, ���,,P���R E 8-16=-540/695, 9-16=-720/738, 9-14=-23/328� C N gF.; NOTES- NO 22839 •% 1) Unbalanced roof live loads have been considered for this design. * 7 * '_ 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-0-0 to 2-4-10, Interior(1) 2-4-10 to 10-9-10, Exterior(2) 10-9-10 to 33-0-6, Interior(1) 33-0-6 to 41-5-0, Exterior(2) 41-5-6 to 45-10-0 for forces 8 MWFRS for 7 Z -O zone;C-C members and reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to water O ••, Al � prevent ponding. 4) All plates are MT20 plates unless otherwise indicated. �i�"n,(� •� Q;• ��� �j`, •• 0 R I, Q 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � %� 'i�ss 6) Thisfor a live load f20.Opsf on the bottom all areas where arectangle 3-6-0 tall by 2-0.0 wide �O N A� E?-%% between the bottoms chord and any otherned will inembers, with BCDL 10.0ps/ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift al joint(s) except at -lb) 2=1415,12=1415. Walter P. Finn PE No.22839 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 MITek USA, Inc. FL Carl 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 WARNING -Vedry design paramelers and READ NOTES ON THIS AND INCLUDES MITEK REFERENCE PAGE Mll-7473 rev. IMN2015 SUCRE USE Designvalid for use only wigs MIToW connectors. This design Is based only upan parameters shown, and is bren individual building component, not ��• a house system. Befam use, the bunking designer mustwetythe applicability ofdesign parameters and propelyincoryorate this design into one overall bulldingdeslgn. BmcinglndimtdlskpmmntbuckingdlndN[dual WsswebanNor Obm mbomonty. Morainal temporary and psimanent bracing MileK Is always required far stability and to prevent wllapeowgh possible personal Injury and Acpa4y, damage. For general guidance regarding the fabrication, atoreg.delivery. erection and bmdng of fusses and fuss systems. sea A,wSM11 Quality Ctlred., SSB419 and SCSI Building Component 6904 Parke East BIM. Safety/Ayiessi on...liable from Tmss Plate lnstltute,218 N.Led again, Suite 312. Alexandria, VA 22314. Tampa, FL Seen, Job Truss Truss Type Oty Ply JWM-WIENCKE T20127008 2295797 AH19 HIP i 1 Job Reference (optional) sDllaers nrsr source, i-iirn ury, rL-4zasa, 0 5.8 = 5.00 12 502 = 7 o... s mar to aucu run as InpaSmae. Inc. roan may r wac.w eom ST1.5x8 STP = 28 5x8 3x6 = 4,68 = 3x8 = 3x6 = 4x8 = 3x6 = 5.8 = = 10-3.9 i 19A-0 i 24-10-0 38-8-8 i 43-10A 1n-10 IIAG 5.1M NAA 1nA-Q Scale=1:85.9 2x4 II 12 19� Plate Offsets (X,Y)- [2:0-4-0,0-2-141, [2:0-6-5,0-0-5], [2:0-0-6,0-0-2], [4:0-4-0,Edge], [6:0-4-8,0-1-12], [7:0-8-8,0-2-0], [9:0-4-O,Edge], [11:0-0-6,0-D-21, [i1:0-6-5,0-0-5], [11:0-4-00-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.53 13-15 498 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.6613-15 >797 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.18 11 n/a n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 247111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 14,9-12: 2x4 SP No.1 BOTCHORD 2x4 SP No.i'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2'Except' 44,9-9: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=462(LC 8) Max Uplift 2=-1415(LC 10), 11=1415(LC 10) Man Gmv 2=1826(LC 15), 11=1831(LC 16) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 7-16, 8-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ito) or less except when shown. TOP CHORD 2-3=3467/3202, 3-5=-3194/3035, 5-6=-2382/2652, 6-7=-2179/2578, 7-8=2392/2652, 8-10=3207/3035, 10-11=-3480/3202 BOT CHORD 2-18=2626/3443, 16-18=-2316/2993, 15-16=1 718/2223,13-15=-2316/2659, 11-13=-2626/3109 WEBS 3-18=-333/385, 5-18=-95/446, 5-16=-8601799, 6-16=465/661, 7-16=-328/330, 7-15=465/796, 8-15=-860/800, 8-13=96/446, 10-13=-334/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=5911; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 24-10, Intedor(1) 24-10 to 12-8-0, Extedor(2) 12-8-0 to 31-2-0, Intedor(1) 31-2-0 to 41-5.6, Exterlor(2) 41-5-6 to 45-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) except (jt=1b) 2=1415,11=1415. 7) 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. J ER FP i� No 22839 9�: A F O R 1 O P,: Nam% 111111111111110 ,O11110���,, Waller P. Finn PE No.22839 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 A wARNING - Vm e, dowign paremorem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I-7473 rev. I MV2015 BEFORE USE. Design wild for use only win MITek® connecters. This design Is based only upon pammetels shown, and Is for an individual building component, not a tress system. Before use, the building designer must verify Ole applicab91ty, of design parameters and parody Inwardnes We design into the overall bulldingdesign. Bracing Indicated is to prevent buckling of lndMdual Was web andlorGwN members only.Additionalter,amaryendpwmenumbrecing M!Tek Is always required for stablaly and to prevent wllapse with wssiva personal Injury and property damage. Forgewml guidance regarding the fabrication. storage, delivery invol and bracing oftrusses and ease systems. sea ANSIMPH County Ontario,DSS-a9 and SCSI Building Component 6904 Parke East Blvd. Safety lnrormaeon nearary Is from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa. FL 36610 Job Times Truss Type pry Ply T20127009 2295797 AH21 HIP 7 1 �JWM-WIENCIKE Job Reference (optional) 5.00 12 3x6 i 5x8 WB i 5 28 4 2.4 J 3 ST1.SK8STP = 27 2.4 II 2 1 5x8 = 18 31 17 32 3x6 = 4xl0 MT20H5 = Sx8 = 5x8 = 6 7 a.<vv s or a <u<v run arc Iruxo nlas, ... men may q 1q4z:go <u<u 3.6 C 298 5,8 WB C 16 15 14 33 34 13 3x6 = 4x10 Mf20HS = 3x6 = 31 = 2x4 i 10 10-&3 27A-0 22-10-0 33-3-74 43-10-0 Scale=1:86.1 STISx8STP = 30 11 2x4 12 ]4 d 5,01 = Plate Offsets (X,Y)- [2:0-4-0,0-2-14], [2:0-6-5,0-0-5], [2:0-06,0-0-2], [4:0-4-0,Edge], [6:0-4-0,0-1-13], [7:0-0-0,0-1-13], [9:0-4-O,Edge], [11:0-06,0-0-2], [11:06-5,0-0-5], fi 1:0-4-0 0-2-14] LOADING (pat) SPACING- 2-M CSI. DEFL, in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.52 11 499 240 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.85 Vert(CT) -0.9013-15 >585 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.17 11 n/a Na BCDL 10.0 Code FBC2017/rP12014 MI Weight: 2411b FT=20% LUMBER - TOP CHORD 2x4 SP No.i'Except' 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 4-4,9-9: 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3, Right: 2x4 SP I REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Holtz 2=-506(LC 8) Max Uplift 2=-1415(LC 10), 11=-1415(LC 10) Max Grav 2=1817(LC 15). 11=1817(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-16,8-15 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-3464/3092, 3-5=-3174/2899, 5-6=-2221/2420, 6-7=-2076/2372, 7-8=2221/2420, 8-10=3175/2899, 10-11=-3465/3092 BOT CHORD 2-18=2527/3471, 16-18=-2127/2882, 15-16=-1450/2127, 13-15=-2127/2541, 11-13=2527/3093 WEBS 3-18=-374/449, 5-18=-147/580,5-16=-1008/903,6-16=-539/651, 7-15=-539/651, 8-15=-1008/903,8-13=-147/581, 10-13=-374/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132ri TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. 11; Exp D; End., GCpi=0.18; M WFRS (directional) and C-C Extedor(2) -2-0-0 to 2-4-10, Interior(1) 2-4-10 to 14-9-10, Exterior(2) 14-9-10 to 29-06. Interior(1) 29-0-6 to 41-56. Exterior(2) 41-5-6 to 45-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except 61=1b) 2=1415.11=1415. 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. ,,"1111111/1011It too No 22839 9• OF Jam: ,O��S' O R i p�O1bsOONAI E� Jlim Walter P- Finn PE No22839 MITek USA, Inc. R. Cert 6634 69D4 Parke East Blvd. Tampa R. 33610 Date: May 4,2020 ®WARNING -Verily designparameler5 and READ NOTES ON THISAND INCLUDED M17EKREFERENCEPAGEMH.7473m, IMV20158EFORE USE. Design valid for use only WM MiTekse connectors. This design Is based only upon parameter: shown, and is for an Individual beflang component, not ��®® a truss system. Seems use Me building designer met verlfy the appliabilityal design paramete,s and propedy Incorporate We design Into Me overall bulldingdeslgn. Bradng Indicated is to prevent Dubbing oflndNldual bass web andlorchoN megbam only. Additionalbm,an memay.ndpeentbradng Dm{1IylpY� IMr1Telc Is always required for stability and to prevent collapiewah possible personal Injury and property damage. ForgenemiguidanaregaMingfle fabrication, atomge.delivery, erection and bracing ofressesaad Wss ending;see ANSVTPH Duality Dreads,DSB-89 and SCSI DuI)drng component 69N Parke East Blvd. Soesylnformadon available hog Truss Plate instilute,218 N. Lea Strai Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty, Ply T20127010 2295797 B ROOF SPECIAL 3 1 �JWM-VVIENCIKE Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 PIN 5x6 i 6.8 = 5x8 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 414:32:51 2020 Scale=1:39.4 I¢ I� 2x45b8 2081 20L15 2e8A Plate Offsets (X Y)— j2:0-1-4 0-1-15] (8:0-5-8 0-2-8] [11:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ydefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.31 9 >796 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.64 9 488 180 BOLL 0.0 ' Rep Stress [nor YES WB 0.80 Horz(CT) 0.03 7 n/a file BCDL 10.0 Code FBC2017/FPI2014 Matrix -AS Weight: 11816 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-11-15 REACTIONS. (size) 7=0-3-0, 2=0-8-0 Max Hot 2=260(LC 9) Max Uplift 7=-513(LC 10), 2=796(LC 10) Max Grev 7=812(LC 1), 2=900(LC 1) BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1248/1305, 4-5=-989/1078, 5-6=-1680/1807, 6-7=-171811655 BOT CHORD 2-11=1018/1204, 10-11=-275/287, 7-8=-1437/1557 WEBS 4-11=395/349, 5-11=-19/307, 8-10=0i 6-8=-324/518, 8-11=-422/594, 5-8=-820/909 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0pst h=1511; B=596; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCt i=0.18; MWFRS (directional) and CC Exterior(2) -2-0-0 to 24-10, Interior(i) 2-4-10 to 6-3.6, Exteriar(2) 6-3-6 to 15.0-10, Inlerior(1)15-0-10 to 16-3-7, Exterior(2)16-3-7 to 20-8-1 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 513 lb uplift at joint 7 and 796 lb uplift at joint 2. 6) 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. I C E N S F/L1 s. % F 'i No 22839 Is :9 A4!0F Z 4 OR \ O P Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING- Vedryrimign PummiuvrsamIREADNOTES ONTHISANOINCLUOEO MITEKREFERENCEPAGE1111 rev. 10VX2015BEFOREOSE. Design valid for use only wuh MITek® confiscate.This design is based only upon paeters showent n, and Is form Individual building componnot a truss system. Before use, Me building designer must verify 0e appiism1flty of design parameters and properly lncoryomte Nis design Into We overall buiidingdesign. Bredng Indicated Is to went buckling ofindivldual truss web and/orchm!membem only. lubdonaltemporaryendpennmentbredng M(TOW Is shm, required fnrstabliit and to prevenlcollapse with possible personal Injury and property damage. Forgene2lguidanceregardingthe fabrication. average. delivery. erection and bmdng of busses and Was steams. me ANSIMP11 Quelay Cdtmla,DSB-89 and SCSI Building Component 6904 Parse Fast Blvd. Soley lalurremon available fmm Tmss Plate Insdtute, 219 N. Lee Sbcet, Sulte 312, Alexandria, VA22314. Temp.. FL 36610 Job Truss Truss Type Qry Ply JWM-WIENCKE T20127011 2295797 B1 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Mon May 4 14:32:52 2020 Pagel ID:gR8W mSi C1 gtlnMGiYRnJXUzY49hJ W34AObN31gnlpXduEySO53c6QG6gxCvCr4leRzJmP -211 744 711-2 9-3.11 1043-0 13-0-0 2-a0 -i0-9 OF 1b9 1-0-5 2-0 201 7-0-6 -a1 3x6 = 4.4 = Scale=1:39.8 4x4 = 2x4 II 2x4 II 3x6 = ' 6.8 = 3.8 II Plate Offsets(X,Y)— [2:0-3-3,Edgel [2:0-2-60-1-141 [5:0-34)Edge) LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.41 12-16 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.59 12-16 >421 180 BCLL 0.0 Rep Stress lncr NO WE OA9 Hoa(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 1031b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except' 8-9,7-9: 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=349(LC 10) Max Uplift 9=-431(LC 10), 2=622(LC 10) Max Grav 9=908(LC 1), 2=1040(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 7-9 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1519/751, 34=-1321/824, 4-6=-13171755, 6-7=-1332/835, B-9=-183/257 BOT CHORD 2-12=835/1332, 11-12=835/1332, 9-11=-835/1332 WEBS 3-12=01295, 7-11=0/411, 7-9=-1522/923 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=Sft;.Cat. II; Exp 0; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -2-0-0 to 24-10. Interior(1) 24-10 to 6-3-6, Exi erior(2) 6-3-6 to 12-11-12, Interior(l) 12-11-12 to 16-2-10, Exterior(2) 16-2-10 to 20-7-4 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0Ib AC unit load placed on the top chord, 10-7-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water panning. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 IS uplift at joint 9 and 6221b uplift at joint 2. 9) Load ce se(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17. 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard 00jV_R P. No 22839 .13 : OF : �4(J ice••••.: ��,� %% Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING -Vaday design penmorers antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJ473 Rv. taNY1011 BEFORE USE Design verb far use only win MIToW eannactera. This daslgn is based only upon parameters shown, and is for an individual building Carrington not a buss system. Before use, Me building deeignar must ver"s applicability of design parameters and propedylncmporate this design Into Me overall buildingdeslgn. ending Indicated is to prevent buckling of lacmduel truss web endlorchord members only. Additional tempomry and permanent bmdng MITOIK Is aware required for stabify and to prevent collapse with possible personal Injury and property damage. Forgenealguldanwregardingthe fabrication. storage, delivery, erected and brztlng of trusses and Was systems, see ANSIMPll qualityCriteria, DS8.0 and SCSI Building Component 6904 Page East Blvd. Sahy Inlurmadon available from Tmss Plate Institute, 218 N. Lee Street, Sults 312, Neadorla, VA 22314. Temps, FL 361110 Job Truss Truss Type Qty Ply JWM-WIENCKE T20127011 2295797 B1 ROOFTRUSS 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:32:52 2020 Page 2 ID:gR8WmS1 ClgtlnMGtYRnJXUzY49hJW34A0bN31gnlpXduEySQ53c6QG6gxCvCr4ieRzJmP LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5=-54, 5-6=-54, "=.54, 12-14=-20, 12-20=40, 9-20=-20 Concentrated Loads IN) Vert: 6=-754=-75 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=44, 4-5=-44, 5-6=-44, 6-8=-44, 12-14=-20, 12-20=40, 9-20=-20 Concentrated Loads (lb) Vert: 6=-754=-75 3) Dead+ Uninhabitable Aeic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-14, 4-5=-14, 5-6=-14, 6-8=-14, 12-14=-40, 12.20=50, 9-20=40 Concentrated Loads IN) Vert: 6=-754=-75 4) Dead +0.6 C-C Wind (Pos. Internet) Case 1: Lumber Incmase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=163, 2-17=99, 17-18=68,4-18=99.4.5=99, 5.6=99,6-19=76,8-19=91, 12-14=10, 12-20=-30,9-20=-10 Harz: 1-2=-171, 2-17=107, 17-18=-76, 4-18=-107, 4.5=-107, 5-6=107 Concentrated Loads (lb) Vert: 6=-75 4=75 5) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 24=-51, 4-5=-51, 5-6=-51, 6-8=-44, 12-14=-20, 12-20=40, 9-20=-20 Hoe: 1-2=-23, 2-4=37, 4-5=37, 5-6=-37 Concentrated Loads gb) Vert: 6=-754=-75 6) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 24=24, 4.5=24, 5-6=45, 6-8=39, 12-14=10, 12-20=30, 9-20=-10 Horz: 1-2=-72, 24=33, 4-5=-33, 5-6=54 Concentrated Loads (lb) Vert: 6=-75 4=75 7) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 24=45,4-5=45, 5-6=24,6-8=65, 12-14=-10, 12-20=-30, 9-20=-10 Hoe: 1-2=40, 24=-54, 4-5=54, 5-6=33 Concentrated Loads (Ib) Vert: 6=-754=-75 8) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 24=41, 4-5=41, 5-6=12, 6-8=-16, 12-14=20, 12-20=40, 9-20=-20 Ham: 1-2=13, 24=27, 4.5=27, 5.6=26 Concentrated Loads (Ib) Vert: 6=75 4=75 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=26, 24=12, 4-5=12, 5-6=41, 6-8=16, 12-14=-20, 12-20=40, 9-20=-20 Hom: 1-2=40, 24=-26, 4-5=-26, 5-6=-27 Concentrated Loads (Ib) Vert: 6=-75 4=-75 10) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=104, 24=65, 4.5=65, 5-6=65, 6-8=65, 12-14=-10, 12-20=30, 9.20=-10 Ham: 1-2=-112, 24=-73, 4-5=-73, 5.6=73 Concentrated Loads (Ib) Vert: 6=-754=75 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=64, 24=25, 4-5=25, 5-6=25, 6-8=25, 12-14=10, 12-20=-30, 9-20=-10 Ham: 1-2=-73, 24=.34, 45=-34, 5-6=34 Concentrated Loads (Ib) Vert: 6=754=-75 12) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 24=-16, 45=16, 55=-16, 6-8=-16, 12-14=-20, 12-20=40, 9-21 Ham: 1-2=-12, 24=2, 4-5=2, 5-6=-2 Concentrated Loads (Ib) Vert: 6=-754=-75 13) Dead +0.6 MWFRS Wind (Neg. Internet) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-2, 24=16, 4.5=.16, 55=-16, 6-8=-16, 12-14=20, 12-20=40, 9-20=-20 Harz: 1-2=-12, 24=2, 4-5=2, 5-6=-2 Concentrated Loads (Ib) Vert: 6=-75 4=75 ® WARNING -Vedyydes)gnparemoremandREADNOTESONTHIS AND INCLUDEDMITEKREFERENCE PAGE MIbAT2ree1NO3/2015BEFOREUSE Design valid for use only Win Mriek®cannemms. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must Sandy Pe applicallity ddeagn parameters and property incorporate this design Into We overeil building design. Bracing indicated is W prevent buckling of Individual WAS web andlor chord members only. Add Wnal temporary and permanent bracing WOW I. aiwaye required forstabllity and topmvent w0apsew111a possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, amewrantl bradngm Wsses antl Wss systemssae ANSMII gualay Cdleda, M49 and SCSI Building Component 69N Parke East Blvd. Suretyhatornadon avallaNe WmTmss PlatelOatl ,218N.Lae Stem,BuiW312.Alexandria,VA22314. Tampa, FL 36610 Job Tmss Truss Type Qty Ply T20127071 2295797 61 ROOF TRUSS 1 i �JWM-WIENCIKIE Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 4 14:32:52 2020 Page ID:gRSWmSICIgOnMGYRnJXUzY49hJ W34AObN3lgnlpXduEySQ53c6QG6gxCvCr4ieRzlmP LOAD CASE(S) Standard 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit metal=0.90 Uniform Loads (Dill) Vert: 1-4=-14, 4s=14, 5-6=-14, 6-8=14, 12-14=20, 12-20=40, 9-20=20 Concentrated Loads (lb) Vert: 6=754=-75 15) Dead +0.75 Roof Live (bal.)+ 0.75(0.6 MWFRS Wind (Neg. int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=54, 2-4=.64, 4-5=-64, 6-6=-25, 6-8=-46, 12-14=-20, 12-20=40, 9.20=.20 Hors: 1-2=10, 24=20, 4-5=20, 5.6=19 Concentrated Loads (lb) Vert: 6-75 4=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 24=25, 4-5=-25, 5-6=-64, 6-8=46, 12-14=20, 12-20=40, 9-20=-20 Horz: 1-2=-30, 24=-19, 4-5=-19, 5-6=20 Concentrated Loads (III) Vert 6=75 4=75 17) Dead +0.75 Roof Live (bat.)+0.75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Inaease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 24=46, 4-5=46, 5-6=46, 6-8=46, 12-14=-20, 12-20=40, 9-20=20 Horz: 1-2=9, 24=2, 45=2, 5.6=2 Concentrated Loads (lb) Vert: 6=754=-75 18) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=35, 24=46, 4-5=46, 5-6=46, 65=46, 12-14=20, 12-20=40, 9-20=-20 Horz: 1-2=-9, 24=2, 4-5=2, 5-6=2 Concentrated Loads (lb) Vert 6=75 4=75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 4-5=-54, 5-6=-14, 6-8=-14, 12-14=20, 12-20=40, 9-20=-20 Concentrated Loads (lb) Vert: 6=-754=75 20) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=14, 4-5=14, 5-6=-54, 6-8=-54, 12-14=20, 12-20=40, 9-20=-20 Concentrated Loads (lb) Vert: 6=-754=.75 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=-44, 45�44, 54d=-14, 6-8=44, 12-14=20, 12-20=40, 9-20=.20 Concentrated Loads (lb) Vert 6=-75 4=75 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=-14, 4.5=-14, 5-6=44, 6-8=-44, 12-14=-20, 12-20=40, 9-20=-20 Concentrated Loads (lb) Vert 6=75 4=75 ®WARNING -Verily deelga earamehrs and READ NOTES ON TMSAND INCLUDED MITER REFERENCE GAGE MRJga rev. 1GOWdfS BEFORE USE Design venal for use only wllb WeW generous. s. Me, design Is based omy upon perometers shown, and is for en haddoual budding component, not a was system. Before use. the building designer must vent' ale eppiicabllityof da.ign paramala s mg propedy incorporate He design into I to overall bullbuckling lsibleal muse and/or crord members lInjuryandpropertydamage.ForrAanearAved ukaceregnandin,aleentbredng MiTek' pereonaaeb Is YStl�VliedfrosliabiatyandiopreventccallapseWinPoeevent labnraaon, abrage. de6venl. eleNal and bodiq of WisesaM huts sYsbma,sea ANSUmIf Duegty GibNa, OSB-09 and BCSlauflding Componenr 6901 Perk. Fast BM1N. BabylnhrmaUon available from Tons Rate ImaMe, 218 N. Lee Street, Seib 312. AbxaMna, VA22314. Tampa, FL Slate Job Truss Tmss Type Oty, Ply T20127012 2295797 B2 ROOF TRUSS 1 1 �JWM-WIENCKE Jab Reference o donal eunaers i-mat Jounce, Flom City, FL-32bbb, 7x14MT20HS II 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:32:52 2020 3.4 = 18 5 Stale=1:39.2 3x4 = 4x4 = 2x4 II 6AB = 2.4 I axis = Plate Offsets (X Y)— [6:Edge 0-1-e1 [7:Edge 0-4-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.81 Vert(LL) 0.53 10-14 >470 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.5710-14 >432 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.53 Hoa(CT) 0.03 2 me me BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 1151b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except' 4-6: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 'Except* 6-7,5-7: 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=411(LC 10) Max Uplift 7=-442(LC 10), 2=611(LC 10) Max Grant 7=964(LC 15), 2=1132(LC 15) FORCES. (III)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-1467/635, 3-4=-1361/808, 4-5=-1317/831, 6-7=-172278 BOT CHORD 2-10=-831/1317, 8-10=-831/1317, 7-8=-831/1317 WEBS 3-10=-45/343, 5-8=-64/650,5-7=-1575/964 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid calling directly applied. WEBS 1 Row at midpt 5-7 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psf; h=15ft; B=59ft; L=44ft; save=5ft; Cat. II; Exp 0; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) -2-0-0 to 24-10, Interlor(l) 24-10 to 4-1-10, Fxtedor(2) 4A-10 to 20-74 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.01b AC unit load placed on the top chord, 10-7-0 from left end, supported at two points, S-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 Ib uplift at joint 7 and 611 to uplift at joint 2. 9) Load Doi 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14. 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54,10-12=20, 10-19=-40, 7-19=-20 No 22839 ZUZ qA Olre Walter P. Finn PE No.22839 MiTek USA, Inc. EL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-v", design pammebrs and READ NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGE M11.7473 mv. 1MV2015 BEFORE USE. Design valid for Use onlywf9, MiTeke cnnnedors. This design Is based only upon parameters Shown, and Is for on IndMdual building componeal, not a buss system. Before use, the building designer must verify Ne appdcxbiliy of design pmameems and properly Incorporate Nis design Into Ne overell bullmagdeslgn. Bredng Indicated is to prevent buckling oflndlvIdual truss web an Vor chmd members only.Additlanal temporary and permanent leasing MiTeK Is aIA p resulted forstabiliryand to prevent mllepsewXh passible personal injury and property damage. For geneml guidance regarcing the fabrication, storage, delivery, erecaan and bmdng of Waves and truss systems. see ANSVTPH Oeallty Orion, DSB49 and SCSI Building Component 6904 Parke East Blvd. Sakly Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tempe, FL 36610 Job Trust; Truss Type City Ply JWM-WIENCKE T20127012 2295797 B2 ROOF TRUSS 1 1 Jab Reference o tional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Mon May 4 14:32:52 2020 Page ID:gR8 WmSi C1 gtlnMGiYRnJXUZY49h-J W34AObN3lgnlpXduEySQ53e9QJ3gwevCr4ieRzJmP LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 17=-75 18=-75 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=44, 4-6=44, 10-12=20, 9-10=40, 8-9=-70, 8-19=40, 7-19=-20 Concentrated Loads (Ib) Vert: 17=-75 18=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase al.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-14, 4-6=-14, 10-12=40, 10-19=-60, 7-19=40 Concentrated Loads (Ib) Vert: 17=-75 18=-75 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=163, 2-15=99. 15-16=68.4-16=99, 4.6=91, 10-12=-10, 10-19=30,7-19=-10 Hoa: 1-2=-171, 2-15=-107, 15-16=-76,4-16=-107 Concentrated Loads (Ib) Vert: 17=-75 18=-75 5) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 24=51, 4-6=44, 10-12=-20, 10-19=40, 7-19=-20 Hoa: 1-2=-23, 24=37 Concentrated Loads (lb) Vert: 17=-75 18=-75 6) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (elf) Vert: 1-2=63, 24=24,4-18=65, 6-18=39, 10-12=-10, 10-19=-30,7-19=-10 Hoa: 1-2=-72, 24=-33 Concentrated Loads (Ib) Vert: 17=-75 18=-75 7) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 24=45, 4-6=65, 10-12=10, 10-19=-30, 7-19=-10 Hoa: 1-2=40, 24=-54 Concentrated Loads (Ib) Vert: 17=-75 18=-75 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 24=41, 4-6=-16, 10-12=-20, 10-19=40, 7-19=-20 Hoa: 1-2=13, 24=27 Concentrated Loads (Ib) Vert: 17=-75 18=-75 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (left) Vert: 1-2=26, 24=12, 4-6=-16, 10-12=-20, 10-19=40, 7-19=-20 Hoa: 1-2=40, 24=-26 Concentrated Loads (Ib) Vert: 17=-75 18=-75 10) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=104, 24=65, 4-6=65, 10-12=-10, 10-19=30, 7-19=-10 Hoa: 1-2=-112, 24=-73 Concentrated Loads (Ib) Vert: 17=75 18=-75 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=64, 24=25, 4-6=25, 10-12=-10, 10-19=30, 7-19=10 Hoa: 1-2=73, 24=-34 Concentrated Loads (lb) Vert: 17=-75 18=-75 12) Dead +0.6 MWFRS Wind (Neg. Internal) lot Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-2, 24=-16, 4-6=16, 10-12=-20, 10-19=40, 7-19=-20 Hoa: 1-2=-12, 24=2 Concentrated Loads (Ib) Vert: 17=75 18=75 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 24=16, 4-6=-16, 10-12=-20, 10-19=40, 7-19=-20 Hoa: 1-2=-12, 24=2 Concentrated Loads (Ib) Vert: 17=7518=75 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-14, 4-6=-14, 10-12=-20, 9-10=40, 8-9=80, 8-19=40, 7-19=-20 ®WARNING. Vimry dosrgn 1s-. ore and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE Ml1-T473-, I"N20I3 BEFORE USE Design valid for use only wkh MITekOwnnectois. This design Is eased only upon parameters shown, and Is Won Individual building component, not a ores system. Before use, to building designer must vent' Me appllrabiliy of design pan metem and prop¢dyinwmo ste No design into the overall building design. Bracing Included is to prevent buckling of individual Wss web end/or chord members only. AddNanel temporary and permanent brecing M(1'eW is eiwayd resulted ferst iblllyand to travail wllaps.at possible personal injury and property damage. Forgenemlguidanceregardingdhe labnwgon, dotage, de4veryry erection and bmdng of trusses and buss systems, sea ANSMH Dually Cdtede, USB-BS and SCSI Building Component SmAdylnformagan from Truss Plate Institute, 218 Lee Street, Suite 312, 6g04 Parke East Blvd. avallable N. Alexandria. VA 22314. Tempe, FL 36610 Job Truss Truss Type pry Ply JWM-WIENCKE T20127012 2295797 82 ROOFTRUSS 1 i Job Reference o tional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 414:32:52 2020 Page 3 ID:gR8 W mS1 C1 gtlnMGIYRnJXUzY49h-J W34AObN3lgnlpXduEySO53e9QJ3gwevCr4leRzJmP LOAD CASES) Standard Concentrated Loads (lb) Vert: 17=75 18=-75 15) Dead +0.76 Roof Live (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Intl Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-64, 2-4=64, 4-6=-46, 10-12=-20, 9-10=40, 8-9=-70, 8-19=40, 7-19=-20 Ho¢: 1-2=10, 24=20 Concentrated Loads (Ib) Vert: 17=-75 18=75 16) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage +0,75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 24=-25, 4-6=46, 10-12=-20, 9-10=-40, 8-9=-70, 8-19=40, 7-19=-20 Horz: 1-2=30, 2-4=-19 Concentrated Loads (Ib) Vert: 17=75 18=-75 17) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Intl lot Paraltel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-35, 24=46, 4-6=46, 10-12=-20, 9-10=40, 8-9=-70, 8-19=40, 7-19=-20 Horz: 1-2=9, 24=2 Concentrated Loads (Ib) Vert: 17=-75 18=-75 18) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=-35, 24=46, 4-6=46, 10-12=-20, 9-10=40, 8-9=-70, 8-19=40, 7-19=-20 Horz: 1-2=-9, 24=2 Concentrated Loads (lb) Vert: 17=-75 18=-75 ®WARNING-Vedlly design ParamON,s and READ NOITS ON THIS AND INCLUDED MITER REFERENCE PAGE MX7473 rev: 10MV2015 BEFORE USE. Design valM wwne for use only with MITeW warectors. This design is based only upon parameters shown, and Is for on Individual building mnp not a"as system. Before use, me building designer must veriI aWlica liry of design parameters am propedy lnwwmw mle design Into fee overall bulltlingdeslgn. BmcinglndiwtedlstopmventbuWingoflndNidualimsswebandlardmrdmembommly. Additional temporary and permanent bred, MiTek' Is always reeulred for slablliyand la prevent wllapse With posamto personal Injury and property damage. Forgenent guidancere,ealm, the fabriom.n.storage,tlIrvery, ereNw and bracingof Susseaand boas system.,sea ANSYTPH Quality Corona, DSB49 and BCSIBu1lEing Component Nicol Parke East Blvd. Safely Idarmadun available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alevenmia, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20127013 2295797 B3 ROOF TRUSS 1 1 �JWM-WIENCKE Jab Reference (optional) BUIIOers First Jounce, Form Gay, FL-32565, 2x4 pNI�1 8� 8.240 s Mar 9 2020 MTek Industries, Inc Man May 4 14:32:53 2020 4x4 = 2x4 11 5 20 6 Scala =1:39.0 06 = 4x4 = 2x4 II Sx6 = 2.4 I o 6x8 74-0 13.10-12 20-9-0 74-4 6.6.8 1 6-10.4 t Plate Offsets (X Y)— 12:0-0-8 0-0-141, 18:Edge 0441 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.35 11-16 >715 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.3811-16 >646 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.60 Hoa CT) 0.03 8 Ida Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 136111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3'ExcepV 3-11.6-9.4-12: 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (sae) 8=Mechanical, 2=0-8-0 Max Horz 2=472(LC 10) Max Uplift 8=457(LC 10), 2=596(LC 10) Max Gran, 8=989(LC 15), 2=1145(LC 15) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-12 FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1638/655, 34=-14821780, 45=-385/451, 5-6=312/465, 6-7=-287/431 BOTCHORD 2-11=926/1497,9-11=.926/1497,8-9=-920/1486 WEBS 9-12=0/520, 6-12=468/623, 7-12=438/320, 4-12=-1946/l247, 8.12=1750/1057 NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf,, BCDL=S.Opsf, h=15ft; B=59ft; L=44ft; eave=5ft; CaL II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 24-10, Interior(1) 24-1010 6-1-10, Exterior(2) 6AA0 to 20-74 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.Olb AC unit Iliad placed on the top chord, 10-7-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 list bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4571E uplift at joint 8 and 596111 uplift at Joint 2. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15. 16, 17,18 has/have been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. 9) 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lilt) Vert: 1-5=-54, 5-7=-54,11-14=20, 11-21=40, 8-21=-20 Concentrated Loads (Ib) Vert 19=75 20=-75 In No 22839 N��ss'oNA' EC?, Sa Walter P. Finn PE No.22839 MTek USA, Inc EL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Matt 4.2020 ®WARNING. Verify design paramefan and READ NOTES ON Me AND INCLUDED MITEK REFERENCE PAGE Mtl.7473 rev. 10/03/2015 BEFORE USE Design valid for use only WO MiTeM conneabn. This design is based only upon parameters shown, and Is hr an individual betiding Component, not a miss system. Before use, the building designer must verify Ne appacabiliy M design parameters and property lnmparate Ws design into No ovemll buildingdealgn. Sears Indicated Is to prevent buckling otmaNdual miss was anchor choN members only. Alditianitampararyendpermenenamerg MiTek' Is aw lways ashed forsta Wiy and to prevent Collapse wilh possible personal Injury and property damage. For general guldanca regarding the fabrication, storage, tlalivaryry nation and bracing of busses and truss systems, see ANSUTPif Dually CrReria, DSB49 and BCar Building Component Sandy Information avaga5le horn Truss Plata Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Series East Blvd. Tampa, FL 3010 Job Truss Truss Type Ory Ply JWM-WIENCKE T20127013 2295797 83 ROOF TRUSS t 1 Job Reference (optional) euucers mrst bource, Plant Ulty, hL - 32bbb, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 414:32:53 2020 Page 2 ID:gR8 Wm51 C 1 gOnMGiyRnJXUzy49h.nidSOMc7gmevz5gSZThzlom9qilPLk2RUpFAtzJmO LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-44, 5-7=44, 11-14=20, 10-11=-40, 9-10=-70, 9-21=-00, 8-21=-20 Concentrated Loads (Ib) Vert: 19=-75 20=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Unlforn Loads (plf) Vert 1-5=-14, 5-7=14, 11-14=-40, 11-21=50, 8-21=-40 Concentrated Loads (Ib) Vert: 19=-75 20=75 4) Dead +O.6 C-C Wind (Pass. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=163, 2-17=99, 17-18=68,5-18=99,5-7=91, 11-14=.10, 11-21=-30, 8.21=-10 Ho® 1-2=171, 2-17=107, 17-18=-76, 5-18=-107 Concentrated Loads (lb) Vert 19=75 20=75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=9, 2-5=-51, 5-7=-44, 11-14=-20, 11.21 =-40, 8-21=-20 Horz: 1-2=-23, 2-5=37 Concentrated Loads (to) Vert: 19=-75 20=75 6) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=63, 2-5=24, 5-20=65, 7-20=39, 11-14=10, 11-21=-30, 8-21=10 Horz: 1-2=72, 2-5=-33 Concentrated Loads (to) Vert: 19=-75 20=-75 7) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=31, 2-5=45, 5-7=65, 11-14=10, 11-21=-30, 8-21=-10 Ho¢: 1-2=40, 2-5=54 Concentrated Loads (to) Vert: 19=-75 20=75 8) Dead +0.6 MWFRS Wind (Neg. Internet) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=41, 5-7=-16, 11-14=20, 11-21=-40, 8-21=-20 Horz: 1-2=13, 2-5=27 Concentrated Loads Ila) Vert: 19=75 20=75 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=26,2-5=12,5-7=-16, 11-14=.20, 11-21=-40, 8-21=-20 Horz: 1-2=-40, 2-5=-26 Concentrated Loads (lb) Vert 19=-75 20=75 10) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=104, 2-5=65, 5-7=65, 11-14=-10, 11-21-30, 8-21=10 Horz: 1-2=112, 2-5=-73 Concentrated Loads (lb) Vert: 19=75 20=-75 11) Dead +0.6 MWFRS Wind (Pas. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert 1-2=64, 25=25, 5-7=25, 11-14=-10, 11-21=30, 8-21=-10 Horz: 1-2=73, 2-5=-34 Concentrated Loads (to) Vert 19=75 20=75 12) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase-1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-5=16, 5-7=-16, 11-14=20, 11-21=40, 8.21=.20 Harz: 1-2=12, 2-5=2 Concentrated Loads (Ib) Vert: 19=7520-75 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1.2=-2, 2-5=-16, 5-7=-16, 11-14=-20, 11-21=40, 8-21=20 Holz: 1.2=-12, 2-5=2 Concentrated Loads (Ib) Vert 19=7520=-75 14) Dead + Uninhabitable Alto Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=14, 5-7=14, 11-14=-20, 10-11=40, 9-10=80, 9.21=-40, 8-21=-20 Concentrated Loads (to) Vert: 19=75 20=-75 ®WARNING-Vedrydesign,awametan and READNOTES ON THIS AND INCLUDED MREHREFERENCE PAGE NII-TOlrn¢ 1"W20138EPORE USE Design valid(cruseonlywith MITekBconnectots.Tbisdesign Is based ord uponparameters shown, end lafar an IndlNdual Wrong component, not a Was system. Befam use. the building designer must verify the appuablgty of design parameters and popery lncumamte this design Into the overall buildingdesar, among Indicated is to prevent buckling&individual Wes web angor chord member only. Addifianal lemparary and permanent bracing MiTek' Is always required fast etablllyand to prevent collapsewhh possible personal Injury and property damage. Forgeneralguidancoregandingthe (connector, storage. de0very, erection and bracing ofbusses and Was systems. see ANS4rPII Dually Cdroda, DSNa9 end SCSI Building Component 6904 Parke East Blvd. Saleylnformaean avaJable WmTmss Plate Institute, 218 N. Lee Street, Suite 312, Aleaae dra, VA22314. Tampa, FL 36610 Job Two; Truss Type Oty Ply T20127013 2295797 33 ROOF TRUSS 1 �JWM-WIENCKE 1 Job Reference (optional) Builders First Source. Plant City, FL-32566. 8.240 a Mar 92020 Mirek Industries, Inc. Mon May 4 14:32:53 2020 Page ID:gR8 WmS1 Cl gtlnMGIYRnJXUzY49h-nIdSOMc7gccev[SgSZThzlcm9gilPLk2RUpFAtzJmO LOAD CASE(S) Standard 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage+ 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase :1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-5=-64, 5-7=45, 11-14=-20, 10.11=40, 9-10=-70, 9-21=40, 8-21=20 Horz: 1-2=10, 2-5=20 Concentrated Loads (lb) Vert: 19=75 20=75 16) Dead + 0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-5=25, 5-7=46, 11-14=-20, 10-11=40, 9-10=-70, 9-21=40, 8-21=-20 Horz: 1-2=-30, 2-5=-19 Concentrated Loads (lb) Vert: 19=75 20=75 17) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-5=46, 5-7=46, 11-14=20, 10-11=40, 9-10=-70, 9-21=40, 8-21=20 Harz: 1-2=9, 2-5=2 Concentrated Loads (lb) Vert: 19=75 20=75 18) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Incre3se=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-5=46, 5-7=46, 11-14=-20, 10-11=40, 9-10=-70, 9-21=40. 8-21=20 Hom 1-2=9, 2-5=2 Concentrated Loads (lb) Vert: 19=-7520=45 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M0.7473 rsv. 1dp1201 d BEFORE USE. Design valid for use only wiM MTeM wnnecbrs. This design Is based only upon parameters si and Is for an indlHdual bWdug wmponent, not a buss system. Before use, Me bullding designer must very Me al) ltoate iy of design parameters and propedy ircoryorate We design Into Me overall bulldingdeslgn. Brecing Indicateel Is to prevent buckling of Individual bass web andlor chord members only. AdditionallempmaryeMpentarentbreGng WOW Is always required for stability and to prevent wllapse with wsable personal Injury and property damage. Forgenerel guldanw regadig tie fabdw8gn. stwage,d.w.q,eresgmt and brsdng of Wines and buss aystems.see ANSVIPII Duelgy, Create, DS"g and aCS1 BugdAg Component 6924, Parke Fast Blvd. Safety Informed.. swil able fain Truss Plate Instltute, 218 N. Lee street suite 312. Akundda, VA 22314. Temps, FL 3010 Job Truss Tmss Type Oty Ply T20127014 2295797 84 ROOFTRUSS 1 7 �JWM-WIENCKE Job Reference (national) Builders First Source, Plant City, FL-32566, 2x4 8.240 s Mar 9 2020 MITek Industries, Inc. 5.00 12 5.6 = 414:32:54 2020 Scale=1:42.1 3x6 = 4a4 = 2x4 If 5.6 = 2.4 N 6x8 = ]44 13-10-12 1� USN---' 0.9-0 7-0-4 84:9 0. fi-SO ' Plate Offsets (X Y)- [2:0-0-8 0.0-14) [6:0-3-00-2-0] [8:Edge 0-0-4) [12:0-2-8( 23 LOADING (psf) SPACING- 2-M CS]. DEFL. in (IDc) Well Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.95 Vert(L-) 0.35 11-16 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.3911-16 >633 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.66 Horz(CT) 0.03 8 We me BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 136 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 *Except* 7-8,8-12,7-12:2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 8=10echanical, 2=0-8-0 Max Hom 2=533(LC 10) Max Uplift 8=-476(LC 10), 2=580(LC 10) Max Grav 8=1022(LC 15), 2=1155(LC 15) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling directly applied. WEBS 1 Row at midpt 8-12 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=16671561, 3-0=-1501/676, 4-6=364/402, 6-7=-240/332 BOT CHORD 2-11=908/1539, 9-11=908/1539, 8-9=-910/1500 WEBS 8-12=1805/1072,4-12=-1860/1120,9-12=0/516, 6-12=-421/622, 7-12=-359/277 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, SCDL=5Apsf; h=15ft B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; End., GCPI=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 2.4-10, Intedor(1) 24-10 to 8-1-10, Exterior(2) 8-1-10 to 20-7-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 150.0Ib AC unit load placed on the top chord, 10-7-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5)' 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift atjoint 8 and 580 lb uplift at joint 2. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and 112' gypsum sheebock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-7=54, 11-14=-20, 9-11=40, 8-9=-20 Concentrated Loads (Ib) Vert: 18=75 19=75 No 22839 ' ;�: ' A F 40I� ` P,a c�•.OR1O S'ON A" S %,.%" 10 Walter P. Rnn PE ND.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARN/NG -VW/y tleslan paramofars on! READ NOTES ON THIS AND /NOL UOEO MITER REFERENCE PAGE MR-rO) mv.1 MV2015 BEFORE USE. Design valld for me ony Mnd MRek®connectars. The design Is based only upon pammeters shown, and Is for an Individual bulldlng wa parent, not a truss system. Before me, Ne building designer must vedtythe app4whiliry aldasign pmrsam m end properly Inmrdmate Ws design lets the Overall bulldhgdesign. Bracing lMlwted is to prevent buckling of individual truss web and/or chard members only. Additional tempomry and Permanent bracing MiTek' Is Ades, required for stability and In prevent canapae wind possible personal Injury and property damage. ForgenemlguidanceregaNingihe Iebriramn, storage, delivery eredbnand brsdng of Vuems and Was systems, see ANSOTPIIDually CHb,1.,DSB-59end BCSIBuilding ComponmI 6904 Ranks East BIM. Sa/elylnrormaeon available imm Trvsa Plate Institute, 218 N.lea elmei State 312, NexaMd.. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply JWM-WIENCKE T20127014 2295797 B4 ROOFTRUSS 1 1 Job Reference (optional) eunaers nrst source, Plant City, 1-1--32555, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 4 14:32:54 2020 Page2 ID:gR8WmS1 ClgtlnMGiYRnJXUzY49h.FuBgbiddbmVX7g00f7wVW9yGEOD8n8C(BZoiK JmN LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balancetl)+0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 146=-44, 6-7=44, 11-14=-20, 10-11=40, 9-10=-70, 8-9=20 Concentrated Loads (lb) Vert 18=-75 19=-75 3) Dead +Uninhabitable Alto Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 1-6=-14, 6-7=-14, 11-14=40, 9-11=-60, 8-9=40 Concentrated Loads (Ib) Vert: 18=-75 19=-75 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=163, 2-17=99, 17-18=68, 6.18=99, 6.7=91, 11-14=-10,9-11=-30,8-9=10 Hom 1-2=171, 2-17=-107, 17-18=.76, 6-18=-107 Concentrated Loads (Ib) Vert: 18=7519=-75 5) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pl) Vert: 1-2=9, 2-6=-51, 6-7=44, 11-14=20, 9-11=40, 8-9=-20 Horz: 1-2=-23, 2-6=37 Concentrated Loads (Ib) Vert: 18=-75 19=-75 6) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=l.6q Plate Increase=1.60 Uniform Loads (ph) Vert: 1-2=63, 2-6=24, 6-7=39, 11-14=10, 9-11=30, 8-9=-10 Horz: 1-2=72, 2-6=-33 Concentrated Loads (Ib) Vert: 18=-75 19=-75 7) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pl) Vert: 1-2=31, 2-6=45, 6-7=65, 11-14=10, 9-11=30, 8-9=-10 Horz: 1-2=-40, 2-6=54 Concentrated Loads (Ill) Vert: 18=75 19=-75 8) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pl) Vert 1-2=-27, 2-6=-41, 6-7=-16, 11-14=.20. 9-11=-40, 8-9=20 Horz: 1-2=13, 2-6=27 Concentrated Loads (Ib) Vert: 18=-75 19=75 9) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pl) Vert: 1-2=26, 2-6=12, 6-7=-16, 11-14=-20, 9-11=40, 8-9=-20 Horz: 1-2=-40, 2-6=-26 Concentrated Loads (lb) Vert 18=.75 19=-75 10) Dead +0.6 MWFRS Wind (Pos. Internal) let Parallel: Lumber Increase=1.60, Plate Incease=1.60 Uniform Loads (plf) Vert: 1-2=104, 2-6=65, 6-7=65, 11-14=-10, 9-11=-30, 8-9=10 Horz: 1-2=-112, 2-6=-73 Concentrated Loads (Ib) Vert: 18=75 19=75 11) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pl) Vert: 1-2=64, 246=25, 6-7=25, 11-14=-10. 9-11=30, 8-9=10 Hart: 1-2=73, 2.6=-34 Concentrated Loads (Ill) Vert: 18=-75 19=-75 12) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (fill) Vert: 1-2=2, 246=-16, 6-7=16. 11-14=20, 9-11=40, 8-9=20 Horz: 1-2=12, 2-6=2 Concentrated Loads (lb) Vert: 18=75 19=-75 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pl) Vert: 1-2=2, 246=-16, 6-7=16, 11-14=-20, 9-11=40, 8-9=.20 Hoa: 1-2=12, 2-6=2 Concentrated Loads (lb) Vert: 18=7519=75 14) Dead+ Uninhabitable Attic Storage: Lumber Inuease=1.25, Plate Inmease=1.25 Uniform Loads fish) Vert: 1-6=-14, 6-7=-14, 11-14=-20, 10-11=40, 9-10=80, 8.9=-20 Concentrated Loads (Ib) Vert: 18=-75 19=76 ®WARNING-Vwllydeslgn oo.weas and READ NOTES ON THIS MD INCLUDED aama REFEReNCE PAGE NII-7473., 1NDL2013BEFORE USE. Design wild for use only want MreleV a nnessm. This design Is based only upon parameters shown, and Is bran Individual building component cot a truss system.Bar=use, me building designer muslveriy me app[mbility of design paramelmsend propedy bcorparate this design bb fine overall -•Y� bulldingdesign. Brai lndlosted Is b prevent busking oflndivldual tress web sandier chord members only. Adtlifonel temporary and permanent trading MiTek' Is blades re,ared for stability and to prevent collapse wlN possible personal Injury and property damage. Forgenemlguldancaregerdingthe fabrirzton, stomg4 de0very, erection and bracing of busses and buss systems, see ANSUFRI Quality Cdbrb, DSB49 and Bob Building Component 6904 Parke East Mind. safety lobneaapn avaaable from Tress Plate institute. 218 N. Lee sheet Suite 312, Alesandda, VA 22314. Tampa, FL 36810 Job Tmss Truss Type Gry Ply JWM-WIENCKE T20127014 2295797 B4 ROOFTRUSS 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32556, 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 414:32:54 2020 Page 3 ID:gR8WmSlClgtlnMGiYRnJXUzY49h-FuBgblddbmVX7g00f7wV W9yGEOD8n8Cf8ZoiKzJmN LOAD CASE(S) Standard 15) Dead +0.75 Roof Live (bal.)+0.76 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-6=-64, 6-7=46, 11-14=-20, 10-11=40, 9-10=-70, 8-9=-20 Horz: 1-2=10, 2-6=20 Concentrated Loads (lb) Vert: 18=75 19=-75 16) Dead + 0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads Plo Vert: 1-2=-14, 2-6=25, 6-7=46, 1 t-14=-20, 10-11=40, 9-10=-70, 8-9=-20 Harz: 1-2=-30, 2-6=-19 Concentrated Loads (lb) Vert: 18=75 19=-75 17) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-6=46, 6-7=46, 11-14=-20, 10-11=40, 9-10=-70, 8-9=-20 Horz: 1-2=-9, 2-6=2 Concentrated Loads (lb) Vert: 18=-75 19=75 18) Dead +0.75 Roof Live (bat.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-6=-46, 6-7=46, 11-14=-20, 10-11=40, 9-10=-70, 8-9=-20 Horz: 1-2=-9, 2-6=2 Concentrated Loads (lb) Vert: 18=-75 19=-75 WARNING -Verity Eesfgn Paremetom antl READ NOTES ON MIS AND INCLUDED MITEKREFERENCEPAGEMII-7470mv. 1MV2015 BEFORE USE. Dealgn valid for use only with Mreldv conneckma. This design Is based only upon parameters shown, and Is far an Individual building component, not �**BB Iva a tmss system. Before use, the building dealer., must verify the appllwbiliyof doogn parameters and properly loca"note Nis design Into the overall building design. among Indicated is to prevent buckling of Individual Wes web anWor chard members onfy Additional temporary and permanent bracing MliTek' is always required for stabilityp and to prevent collapse with rise personal Injury and property damage, For general guidance regarding the fabrication,stmage, delivery. erection and trading oftlssef and Was systems,sea ANSWPI10ualify CNtedo, DS849 antl BCSI Building Component sandy landonadon available ham Truss Plata Institute,218 N. Lee Street, Suite 312, Ak,mrairla, VA 22314. 6904 Park e East Blvd. Tampa.rk 36610 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127015 2295797 BGR HALF HIP GIRDER 1 7 Job Reference, (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:32:55 2020 Page 1 ID:gR8WmS1 Ci gtlnMGYRnJXUzY49h.k51Dp2dFMD2M9HFCaM W 92)h9zdlAlDcLuolMEmzlmM 4-0-6 7-9-0 8 4.0-6 3-8-10 IC2 5.00 12 4.6 4 II 11 10 4x6 i 3x8 = 9 - 2 3 18 6 17 19 12 13 7 14 /5 8 6 Sx8 7x8 = 6x8 = 4-043 I 8-2-0 I 4-0F 4-1-10 2x4 = Scale = IA2.2 Plate Offsets (_X,Y)- f4:0-39 Edael S:Edge 0-0-41 f7:0-3-8 0-4-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.05 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 HOR(GT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 76 to FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4.6: 2x4 SP No.2 - WEBS JOINTS REACTIONS. (size) 6=Mechanical, 8=11ilechanical Max Holz 8=186(LC 8) Max Uplift 6=-1267(LC 8), 8=946(LC 4) Max Grant 6=2629(LC 1), 8=2399(LC 1) FORCES. (lb) -Max. Comp./Max. Ton. -All forces 250(lb) or less except when shown. TOP CHORD 2-4=-297/173, 5-6=-013/321, 4-5=-478/370, 1-8=-1779/756, 1-2=-1374/489, 2-3=-1287/570 BOT CHORD 6-7=-642/1374 WEBS 37=-263/844,3-6=-1895/895, 1-7=-658/1858 Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 8-10-5 oc bracing. 1 Row at midpt 3-6, 1-8 1 Brace at Jt(s): 3 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas0=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=5911; L=44ft; save=58; Cat II; Exp D; End., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water policing. 3) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to beadng plate Capable of withstanding 12671b uplift at joint 6 and 946 US uplift at joint 8. 7 Graphical ur in representation does not de ict the size or the orientation of e i P Pp n n the purlin along the top and/or bottom chord. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated load(s) 247 lb down and 206 lb up at 1-0-12, 242111 down and 209 lb up at 3-0-12, and 234 IS down and 200111 up at 5-0-12, and 235 lb down and 2001b up at 7-0-12 on lop chord, and 8721b down and 310 lb up at 1-4-0, 871 IS dawn and 322 lb up at 3-4-12, and 871 lb down and 334 lb up at 5-3-13. and 873 lb down and 348lb up at 7-4-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-0=-54, 641=-20, 1-2=-54 i • No 22839 OF :44/Z i �44SS,/oNAl OE�J�� Waller P. Finn PE No.22839 Mlfek USA, Inc. FL Curt 6634 69D4 Pula East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vadry destgn earamerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW-7473ree 1MV2015 BEFORE USE. Design valid truce onlywlM Mi rek® connecters. 7Dls design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the appOrabllity a design parameters and properly Incorporate this design Into the overall Id! building design. Brecingindleated is to prevent buckling of indlvidualtmsswebandlorchard membersonn Additional temporary and pennanentDreGng MITOW Is always aaulred for stligivand to prevent ocepsewith possible personal injury and property damage. Forganeralguidancoregarringthe faDAwgon, etom9a, dekvery, erection end bredng of Wanes entl Wae ayslema,see ANSVTPll quality Cdleria, DSILS9 and SCM Building Component 6904 Parke East Blvd. Safefylny0rma h n available ham Truss Plate Institute, 218 N. tee Street. Duke 312, Alexandtla, VA 22314. Tampa. FL 36610 Job Truss Truss Type CRY Ply JWM-WIENCKE T20127015 2295797 BGR HALFHIPGIRDER 1 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 414:32:55 2020 Page 2 ID:gRBWmS l C1 gtlnMGIYRnJXUZY49h-k5IDp2dFMD2M9HFCaM W92jh9zdlAtDcLuolMEmzJmM LOAD CASE(5) Standard Concentrated Loads (Ib) Vert: 9=-242(F) 10=-234(F) 11=-235(F) 12=-872(B) 13=-871(B) 14=-871(13) 15=-873(B) 16=-247(F) ®WARNING-Vedy design paramefam and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7173re, 10AL30IS BEFORE USE. Design valid for use only AM MRek®Connectors. This design Is based only upon parameters shorn, and Is Wan indMdual bunch, Component, not a buss system. Before use, the building designer must verify the appliwblgty of design parameters and properly incarcerate this design Into rue ovemll ��-p���•YYY buiding design. Bracing indicated is to prevent buckling of Individual truss emb andlcr cbord members only. Mclennan Ampomry and permanent bracing Welk' Is ehvaya required for stability and to prevent collapse AM wssible personal Injury and prepedy damage. For general guManw regarding rue fabrioolon. storage. delivery, erection and bracing of busses and Wss systems,sea ANSUrPIf Duality CNteNa,DSB-89 and SCSI Building Component 69M Perk. East Blvd. S.Anylnformarlon available Imm buss Plata InsdlWe, 218 N. Lee Stree( Suite 312, Aksantlda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply JWM-WIENCKE T2012701fi 2295797 BH7 HIP GIRDER 1 i Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon May 414:32:56 2020 Sods =1:44.4 4.8 = 2.4 II 4x8 = 3 20 21 4 22 23 5 3x8 = 2.4 II 3.8 = 4x6 = 2.4 II 3.8 = 7Z 10.8'a 14-0-0 21-0-0 T__ I 3440 3.8-0 I 7-0-0 Plate Offsets (X,Y) - (3:0-5-4,0-2-0I [5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-M CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.20 10 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) .0.21 10 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.23 Hoa(CT) 0.05 6 file n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 121 Its FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x6 SP No2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No2 REACTIONS. (size) 2=0-80, 6=D-8-0 Max Hoe 2=198(1_C 6) Max Uplift 2=-1248(LC 8), 6=1248(LC 8) Max Grant 2=1505(LC 1), 6=1505(LC 1) FORCES. (Ib)-Max. CompJMax, Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-2807/2016, 3-0=-2918/2223, 4-5=-2918/2223, 5.6=-2807/2016 BOT CHORD 2-11=-1628/2516, 10-11=-1630/2532, 8-lO=1630/2532, 6-8=1628/2516 WEBS 3-11=-63/489, 3-10=-476/608, 4-10=-471/552, 5A0=-478/608, 5-8=-63/489 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc puffins. BOT CHORD Rigid calling directly applied or 5-0-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=SApsf; h=15ft; B=59ft; L=44ft; eave=5fk Cat II; Exp D; End., GCpi=0,18; MWFRS (directlorki Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 12481b uplift at joint 2 and 1248 Ib uplift atjoinl6. 7) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated load(s) 128 Its down and 206 lb up at 7-0-0, 11016 down and 19616 up at 9-0-12, 110 Is down and 1961b up at 10-8-0, and 110 lb down and 1961b up at 12-3-4, and 128 lb down and 206 Is up at 14-4-0 on top chard, and 2831Is down and 1881b up at 7-0-0, 82 lb down at 9-0-12, 82 Its down at 10-8-0, and 82 Ib down at 12-34, and 283 Ib down and 1881b up at 14-3-4 on bottom chord. The design/selection of such Connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase=125 Uniform Loads (plf) Vert 1-3=54, 3-5=-64, 5-7=-54, 14-17=20 Concentrated Loads Qb) Vert: 3=110(F) 5=110(F) 11=260(F) 10=49(F) 4=110(F) 8=-260(F) 21=-110(F) 22=110(F) 24iiiii 25=-09(F) �.` � . � G E N S '1' �•� No 22839 ei • C O F1 1 Q P' N SS�0NAL Walter P, Ran PE No22839 MrIek USA, Ina FL Cert B634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vedlydeslgn Paremarars and READ MOWS ON MIS AND INCLUDED ali REFERENCE PAGE Ma-747Jmv, IMN2015 BUCRE USE. Design wild for use only WM MTek®onnecloo. this design Is based only upon parameters shown, and Is bran individual building component, not a truss system. Before use, Me talking designer must vedy Me applicability of design parameters and properly inoyorata No design Ideals oveail buildingdeslgn. Brechg Inclosed Is to prevent buckling of MdNldual new web andlocehorE members only. Additioaltemponry and permanentbracing MiTek' Is always madlad for stabiiiy and to prevent collii ill passible personal diary and property damage. ForgenealguldanceregaMing Me fabdoeon. stuage,delivery, erection and labor, oflmsses and truss systems. see ANSIMPII Dually Cdivi DSB418 end SCSI Building Component 6904 Perks East Blvd. Siddylnferms don available from Truss Plate houses. 218 N. Lee Sleet, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T20127017 2295797 BH9 HIP 1 1 �Jhdddy!-WIENCKE Job Reference o Donal Guiders First Source, Ylanl ury, FL-32btiti, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 4 14:32:57 2020 2x4 1 Scale=1:39.4 4x6 = Sx8 = 4.4 �3x8 It 3xs = 3x6 = 4x4 = 2x4 II 3x4 = 9.0-0 i 1242 17-8-0 20-0-75 20r8 0 941-g 3d.n e_n�nc n_a1, Plate Offsets (X Y)- f2:0-3-3Edger (2:0-0-2 0-1-101 15:0-5-12 0-2-81 [8:0-5-12 0-2-O] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(L-) -0.12 13-20 >999 240 MT20 244M 90 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.2413-20 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.66 Hoa(CT) 0.03 7 1 We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 120 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 7=0-3-0, 2=0-8-0 Max Ham 2=224(LC 9) Max Uplift 7=534(LC 10). 2=785(LC 10) Max Gmv 7=809(LC 1), 2=882(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (II -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1360/1583, 3A=-1109/1281, 4-5=-1019/1287, 5-6=-1650/1974, 6-7=-1754/1905 BOT CHORD 2-13=-1332M293, 11-13=942/971, 10-11=-390/354, 7-8=A693/1596 WEBS 4-13=116/278, 5-8=-741f717,3-13=-350/466,6-8=-229/455, 8-11=-556/618 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vui(=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.0psf; h=15ft; B=5911; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; M WFRS (directional) and C-C Extefior(2) -2-0-0 to 24.10, Intedor(1) 24-10 to 2.9-10, Exterior(2) 2-9-10 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of Coss to bearing plate capable of withstanding 5341b uplift at joint and 78516 uplift at joint 2. 7) 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. VIER P. A. No 22839 we we •��S'S'fill �NA11 E�i`�� Walter P. Finn PE No.22839 III USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING - Verily design param erers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIAOa mv.1 deL20 r8 BEFORE USE. weew Design valid conies oai MiTeb® ronneciors. This design Is based only upon psometime shown, and la for an individual building component, not Nal• a trusssyatsm. Bar. use, the Nd ing deaignei must verify, the appicabliiyaideaign parameters and pmpedy dubitable this design Into the overall buidingderi aredng lnuoated is to pmvent buckling oflndivlduel tmae web aridly chord members only. Mohamed shimmery and permanent bmang MiTek' Is always mRulred for stability and to prevenlcollapse ei possible pareonat injury and property damage. For general guidance regarding the fabrication,storage. deevery. madden and bracing Vouches and truss systems, am ANSD7P11 Qualify Ditant, Dw,89 and SCSI Building component Salalykahemi available both Truss Plata In54We, 218 N. Lee Street, Guts 312. Nexandr a, VA 22314. 691 Parke Esst area. Tampa, FL 3010 Job Truss Truss Type City Ply JWM-WIENCKE T20127018 2295797 C COMMON 1 1 Job Reference (options[) 6ulders First Source, Plan City, FL-32566. 44 = 4x4 = 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:32:57 2020 Scale =1:26A 3x8 = Plate Offsets (X,Y)— [2:0-1-00-0-101 (4:0-0-0 0-0-21 LOADING (psQ SPACING- 2-041 CSI. DEFL. in (too) Ode6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.12 5.9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.11 5-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Hom(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 64 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-4:2x4 SP No.1 BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=183(LC 9) Max Uplift 4=721(LC 10), 2=962(LC 10) Max Grav 4-098(LC 1), 2=622(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -Al[forces 250(lb) or less except when shown. TOP CHORD 2-0=734/2098, 34=-732/2092 BOTCHORD 2-5=1726/604,4-5=-1726/604 WEBS 3-5=1043/315 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=5.0psf; h=15f; B=59ft; L=44ft; eave=5ft; Cat II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Extefior(2) zone; porch left and fight exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This Imes has been designed for a 10.0 psf bottom chard live lead nonconcument with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 721 lb uplift atjoint 4 and 962 lb uplift at joint 2. 6) 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. � �JSR P- R4� �i�i No 22839 ir 9 OF OR %10 Walter P. Finn PE No.22839 MRek USA, Inc. R. Carl 6634 604 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vadee design unmenn and READ NOTES ON TNISAND INCLUDED MREKREFERENCEVAGEjw1.74»me IMM015 BEFORE USE �e Design valid for use only with MTek®wmledms. We design Is based only upon mormosers shown, and Is for an Indivldval building component, not a trues system. Before use, the building desgnermustveriy Me applirabilt ofdesign parameters and propedyincorymato this design Into to overall �-�•YY buildingdesign. Bracing Indicated is to prevent buckling oflndivldual Lass web endror chain members only. Addldnal temporary and permanent bracing MiTek' Is always emoted for stabltiy and to prevent colopse wits possible personal Injury and property damage. Fegenerelguldanceregmilogthe fabrication, starts, delivery, erection and bracing of Lasses and Lass ayalemme.sea ANSIMPH quality comes, DSB49 and SCSI Sulfate Component Sa/eylah rmation available from Tress Mate Institute, 218 N. Lee sheet, Suite 312. Nexandda, VA 22314• 6906 Pahe Fast Blvd. Tampa. FL 36610 Job Truss Truss Type Cry Ply JWM-WIENCKE T20127019 2295797 CHS HIP GIRDER 1 1 Job Reference (optional) Bulders First Source, Plant City, FL-32566, 4x4 = 3x4 = 8.240 s Mar 9 2020 MTek Industries. Inc. Mon May 414:32:58 2020 4x4 = Scale=1:27.5 3x4 = = IQ d Plate Offsets (X,YI- (2:0-1-8.0-0-21. [5:0-0-0.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 0de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.08 6 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.11 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 661Is FT is 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 cc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid Calling directly applied or 5-10-14 cc bracing. WEBS 2x4 SP No.3 , OTHERS 2x4 SP No.2 REACTIONS. (size) 5=D 1-0, 2=0-0-0 Max Holz 2=144(LC 7) Max Uplift 5=-995(LC 8), 2=1236(LC 8) Max Grant 5=720(LC 1). 2=844(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1309/1736, 3-0=-1163/1667, 4.5=-1307/1733 BOT CHORD 2-7=1495/1152, 6-7=-1514/1163, 5-6=-149611152 WEBS 3-7=-284/296, 4-6=-281/295 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opst h=15ft; B=59ft; L=44ft; eave=5ft; CaL (directional);left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 lP i��� 3) Provide adequate drainage to prevent ding, This ,�����-JER /� I� 4) truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. ' ,�` Pee ..........- 5) This truss has been designed for a live load of 20.0psf an fine bottom chord in all areas where a rectangle 3-6-0 fall by 2-M wide V C E ��V� is will fit between the bottom chord and any other members. �� 6) Provide mechanical connection (by others)of truss to bearing plate Capable of withstanding 9951b uplift at joint 5 and 123616 uplift e NO 22839 •� aljoint 2. * 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated locals) 1321b down and 305 to up at 5-0-0, and 521Is down and 14416 up at 6-10-0, and 1321b down and 305 lb up at 8-8-0 on top chord, and 125 lb down and 116 lb up at 5-0-0, and 46 Ib down and 60 lb up at 6-10-0, and 1251b down and 116 lb up at 8-7.4 on bottom chord. The designaselection -0 of such Connection devices) Is the responsibility of others. �� F ; �!/: ••, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). OA <!/ ve • t. • LOAD CASES) Standard N, �Tn � � SS10N 1) Dead+ Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 A' ?�,, formRoof Vert: 1-3iii 34=54, 4.5=-54, 9-12=20 Concentrated Loads (Ib) Walter P. Firm PE N0.22839 Vert: 3=-85(F) 4=-05(F) 7=-99(F) 6=99(F) 15=52(F) 16=2fi fl MITek USA, Inc. FL Cart Vail 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUOEO MITEKREFERENCE VALE MII-1473ree. IM27013 BEFORE USE wases Design valid Rates only witn MiTekO cannectors. This design is based only upon parameters shown, and Is bran ImKiWi ai bulding component, not a truss system. Before use, the building designer must vary the applicabigryotdesign parameters and Moody mondo ate Ns design limiters overall bulldingdeslgn. Bracing Indicated is to prevent buckling of individual tmsswebandforchi members only Addldonaltemporery and perreanentbrecing MiTek' Is always regulred for stabliky and to prevent collapse with possible personal Injury and properly, damage. For geneed guida icaregarding the fabrication,storage. delivery. erection and bracing of Toads and truss systems, see ANSUTPH Cease,Cdteda, D3B41B and BCS1 Building Component 6904 Parke East Blvd. Safeylnhrmarlon avagable ham Truss Plate Institute, 218 N. Lee Street, Butte 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Ply T20127020 2295797 I1 CAJACK-0PEN iOty 10 �JWM-WIENCKE Job Reference o eonal Builders First Source, Plant City, FL-32566. dl 8.240a Mar 92020 MiTek Industries, Inc. Man May 4 14:32:59 2020 Pagel ID:gR8WmSiClgtlnMGiYRnJXUzY49hc?jjfGgmGSYnduZzpCaSCZstGFpppCexpOGZNXzImI Sao Plate Offsets (X,Y)— (2:0-2-12,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Ven(LL) 0.00 8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hom(CT) 0.00 3 Na rda BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=124(LC 10) Max Uplift 3=-35(LC 1), 2=-444(LC 10). 4=-38(LC 1) Max Gra, 3=85(LC 10), 2=255(LC 15), 4=96(LC 10) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 ac puffins. BOTCHORD Rigid ceiling directly applied or 10-M Do bracing. NOTES. 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasi 32mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; B=59ft; L=44ft; eave=5ft; Cat II; Exp D; End., GCp1=0.18; MWFRS (directional) and C-C Ekedahl zone; porch left exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 3)' 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-U wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 35 its uplift at joint 3, 444 Ib uplift at joint 2 and 38 Be uplift 1114. ,,,5`P........... �G E iv SF,N't ��•� No 22839 ei In Ise ice• OF �•�4U Walter P. Finn PE No22839 MRek USA. Inc. R Cliff 6634 6904 Pallas East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING- vr.INdosr911amme(esmil REAGA IEa ON THIS AND INCLUOEOMIIEx REFERENCE PAGE 11I1-7471 1003,2013BEFORE USE. Design valid for use only War Winks, connectors. Ths design Is based only upon parameters shown, and Is form Individual building component, not a muss system. Before use, the building designer must verify the seasonality of design parameters and properly Incorporate this design Into to overall buildingdeslgn. Binding Indicated is to prevent buckling of Individual Was web earlier chord members only. Addigonaltemporary and pernmerxbrecNg MITek' Is a vi required he staNlly and or prevent collapse wit possible personal Injury and property damage. Forgeneral guldance regarding the febrieseon, storage, delivershoulder,shoulderand br4dng of makes and Was assume. sea ANSM11 Court, Crmvi DSS-89 and SCSI Building Component 6904 Parke East Blvd. safety Inform Ulan avail. le firm There Pate Imams. 218 N. Lea street. Salt. 312. Alevandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply JWM-WIENCKE T20127021 2295797 CJ1A Jack -Open 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 414:32:59 2UZU Page 1 ID:gR8 WmSl Cl gtlnMGiYRnJXUzY49h-c57JfQgmGSYnduZzpCa5CZsOgFuppCexpOGZNXzlrul 0-0 1-0-0 5.00 12 3x4 = Scale =1:7.8 Plate Offsets (X Y)— r1:0-0-15 0-04] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.01 Vert(LL) -0.00 6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=30(LC 10) Max Uplift 1=-15(LC 10). 2=35(LC 10), 3=4(LC 10) Max Grav 1=38(LC 15), 2=34(LC 15), 3=13(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5Dpsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cal. II; Exic D; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 1, 35 Ib uplift atjolm and 4 Ib uplift at Joint 3. ISR i No 22839 *: :* 9 A F ,.e; 9 �N A"i�,%.- Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING. VMf design,ammetersand READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473rev. IDAUGO13BEFOREWE. Design valid for use only with MlTaMominodors. This design is based only upon parameters shown, and Is for en individual building component, not a buss system. Before use, the building designer most verify the applisONlity of design parematers and properly Incomumte Nis design Into the overall bullding design. Bracing indicated is to prevent buckling of lndlyMual truss web andfor choN members only. Additlonel temporary and permanent bracing MiTek' Is always required for stability and to preventcollapse with possible personal injury and property damage. Forgenerolguldancaregandingthe febrimbon,storage,delivery,meM..n dbmdn9of Wseeeand Wsasystems,see ANSUTPI1 QuaIRy CHreds,DSB-89 and SCSI Building Component East Parke East Blvd. Saretylnlmmagon evellablefrom Tmss PletetnsUM.,218N.Lee Street,Suib312,AIexandda,VA22314. Tampa, FL 36610 Job Truss Truss Type Ply JWM-WIENCKE T20127022 2295797 CJiB Jack -Open �Qty 1 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566. 3x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Mon May 414:33:00 2020 Page 1 ID:gR8WmS 1 Ci gtlnMGfVRnJXUZY49h.42YSslhOBlgeF28AMv6KImPA4eDoYfu42407wzzJmH Scala: 1-=1' Plate Offsets(XY)— f1:0-0-150-0-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Odell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vem(LL) 0.01 3-6 499 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 nla FIG BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=90(LC 10) Max Uplift 1=56(LC 10). 2=106(LC 10) Max Grav 1=117(LC 15), 2=101(LC 15), 3=44(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" Go bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1-=5.0psh h=15R; B=59111; L=4411; eave=511; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' 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. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561b uplift at Joint 1 and 1061b uplift at joint 2. ,,\ S�,P�lER P• E NSF No 22839 XX : A F LUZ �i�Cc O R It P % �� �NAE%C��. Walter P. Finn PE No.22839 MRek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-VeiBy doskepaiamohrs and READ NOTES ON THISAND INCLUDEDMITEK REFERENCE PAGE UX7473 rev. 10e3,2015 BEFORE USE. Design mlid for use mly with MTek® conneslors. This design Is based only upon parameters shown, and Is for an individual building Component, not A Wes eyatein. Box. use, to building designer must veriy No appllCobllily of design parartwters and property Incarcerate this design Into me overall bulking design. Bmdng Indicated is to prevent buckling of individual buss web andlor dmM members only. Additional temporary and permanent bredng MiTek' Is always required for stability and t prevent collapse with possible permnal injury and property damage. Forgave al guidance regarding the fabdratian, ekrage, tletivery. erection end brzdng oflmsaea arrd Wse systems,see ANSI/Tell Duality Crifeda, DSB49 and BCSl Building Component dead Parke East 6lvd. SalelylnlormoUan available fmm Tmss Plate InstiMe, 218 N. Lea Street Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Cry Ply JWM-WIENCKE T20127023 2295797 CAC Jack -Open 2 i Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:33:012020 Page 1 ID:gRSWmS1 Cl gtlnMGIYRnJXUzY49h-YEBU35iOy3ovtgMwddZl_xDl2VOH68EGklgSQzJmG -2-0-0 111 4 2-M 1-2-14 8I 1-2-14 Y2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 11i L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0S2 Ved(LL) 0.00 8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(CT) 0.00 8 >999 180 BCLL 0.0 Rep Stress Inor YES WB 0.00 HOrz(OT) 0.00 3 n/a rile BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP li REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-17(LC 1), 2=405(LC 10), 4=-26(LC 1) Max Gmv 3=52(LC 10), 2=243(LC 15), 4=78(LC 10) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. Scale =1:9.2 PLATES GRIP MT20 244/190 Weight: 10 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasci 32mph; TCDL=4.2psh, BCDL=5.Opsf; h=1511; B=59ft; L=4411; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load ncnconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 17 lb uplift at joint 3, 405 lb uplift at joint 2 and 2616 uplift at joint 4. J E N ew F �. No 22839 O : Lt C wfee ,.�$ OF ,O- P� ;.I%Walter P. Finn PE Nu.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-VeHydeslan I.... and READNOTES ON THIS AND INCLUDED MUER REFERENCE PAGE 111II.7475rev. IMN2015 BEFORE USE Design wild for use only with Murk menaces. This design Is based only upon peremeters shown, and Is Icr an Individual building component, not sesew my a truss eyatem. Before use, the building designer must verify the applicability of design parenaters and property Incorporate Nis design Into Me overall bulldingdesign. Bracing Indicated is to prevent bucking ofindlvldual mass web anNor chord members only. Additionaltemparery and permanentbredng WOW lealwaye required fx mbllitymal to prevent callapaewilh peasible pmsanal injury and property damage. Forgenerelguidamaregareng Ne fabrication,storage, delvery, erection and bracing of lrvsses and truss systems, sea Atli DYdllfy CdMds, DS"9 and BCSl Building Componenf 6904 Palle East Blvd. Safetylnrormagon avallable from Tmss Pele Institute, 21e N. Lee Surat, Suite 312 Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Cry Ply JWM-WIENCKE T20127024 2295797 CAD Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 11 8.240 a Mar 9 2020 MITek Industries. Inc. Mon May 414:33:02 2020 Scale =1:8.4 Plate Offsets (X Y)— [2:0-0-1 0-D-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 1.00 Verl(LL) 0.00 8 c,999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 8 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 11 lb FT=20q LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 10) Max Uplift 3=-11(LC 7), 2=379(LC 10), 4=-10(LC 1) Max Grav 3=24(LC 11), 2=234(LC 1), 4=59(LC 10) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ito uplift at Joint 3, 379 Ito uplift at Joint 2 and 10 lb uplift atjoint 4. `\\\\III1111//T"'' O�,,P� �R P• R� GEMS .. �0, se 0 No 22839 �. OF :��/ 1. Waiter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Ve e, design paramesensand READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII-ATara, 14012011BEFOREUS£. Design valid for use only seen Mmek5 Corrosions. This design la based only upon parameters shown, and is for an Individual building component, not bum a mass system. Before use, the bulleling designer uaverify to appOCobillty of design parameters and properly Incorporate this design Into Nil overall buildingdeson. Bracing Indicated is to prevent buckling of IndIsdual Imse web and/or chord members only. AdditionaltempmeryandpermanextbmWng MiTek- la always required for stabilay and to prevent Collspse wllh feasible personal lnjury and property damage. Forgenerelguldanceregdringthe fabdraticn,storage, calivary. erection and bracing of Cusses and Was systems,see ANSUTPII Quality Omens, DS"9 and SCSI Building Component 6904 Parke East Blvd. SalerylnTormadan avageble 6om Tmss Plate Institute, 21B N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply JWM-WIENCKE T20127025 2295797 CJ3 Jack -Open 9 1 Jab Reference o tional BUllders First Source, Plant City, FL-32566, KM RI 8.240 a Mar 9 2020 MTrek Industries, Inc. Mon May 414:33:03 2020 Page 1 ID:gR8WmS1ClqtlnMGYRnJXU2Y49h.VdEEUnkGUg3D6Wsl21f1NPlZFsEUIOdWk2EnWIz mE 3-0-0 3-0-0 I Scale=1:12.9 Plate Offsets (X,Y)— 12:0-2-15 0-0-31 LOADING (psf) SPACING. 2-" CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.01 4-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-8 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Cade FBC2017/7PI2014 Matrix -MP Weight 16 no FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=184(LC 10) Max Uplift 3=-74(LC 10), 2=-414(LC 10), 4=-58(LC 7) Max Gmv 3=66(LC 15), 2=253(LC 1).4=50(LC 3) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-M of: bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.0psf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. 11; Exp D; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip D01-=1.60 2) This Coss has been designed for a 10.0 par bottom Chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift atjolnt 3, 4141b uplift at joint 2 and 58 lb uplift atjoint 4. 1/11I I 11111 `,,���P�(ER P. FZ % No 22839 ' A F :�Iz,: �i�tc O R %% Walter P. Finn PE No22839 MITek USA Inc. FL Carl 6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vedryd.,,l1n wm..AdREAD NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEMIbT473.. mN3SOISSEFORE USE. Design valid for use only with INTek®connedors. This design Is based only upon parameters shown, and Is fares Intllvldual building componenp not a buss sa ystem. Before use. the building designer must verify his ppliwbinty ardesl9n parameters end propedy lroa porete We design Into the overall building design, Bmi Indicated is to prevent buckling of individual truss web endlorcMrd members Only. Additional temporary and Permanent biddng WOW always required lordablllty and to Prevent Collapse with possible personal Injury and property damage. Forgenemigultlancore0erdiMthe febrioa4an,storage, tlelivery erection end bredngMWssea end Wsa eystema,see ANSVKPII DuaIIb Wfism,DW-89 and SCSI Building Component Saley Information avallable Irom Tmss Plate Insbtate, 218 N. Lee Street, Suge 312. Alexandria, VA 22314. Seek Parke East Blvd. Tampa, R 36610 Job Truss Truss Type Oty ply JWM-WIENCKE T2012t026 2.295797 CJ5 Jack -Open 6 1 Job Reference o tlonal Builders First Source, Plant City, FL-32566, C 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:04 2020 Page 1 ID:gR8WmSiClgtlnMGIYRnJXUzY49h-zpoci7kuF_B4kfRxblAGvcZk[GXDUTtgyl K3lzJmD Scala=1:17.1 Plate Offsets (X Y)— [2:0-2-9 0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) -0.04 4-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(CT) -0.06 4-8 >950 180 BCLL 0.0 Rep Stress lncr YES WE 0.00 Horz(CT) 0.01 3 '1 n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 2216 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SO No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=10echanical Max Horz 2=245(LC 10) Max Uplift 3=-147(LC 10), 2=-348(LC 10) Max Grav 3=143(LC 15), 2=327(LC,15). 4=87(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber COL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1471b uplift at joint 3 and 348 he uplift at joint 2. 6) 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. V F00. No 22839 �iR�,•S ,;I .EpONALCp?`11#1111•�` Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDEDMITEXREFERENCE PAGE 1014473., 1MV2015 BEFORE USE. valid rare. only v4M MiTek® connectors. The design Is based only upon parameters shown, and Is for an Individual building component, not Sol'cargo a Was system. Began, use, Pe building designer must Vary the applicability of design parameters and property Incorporate Pia design Into the overall bulldingdesign. Bradng indicated is to prevent buckling oflndividual truss web andfor chord members only. Atltlitlonel temporary and permanent bredng MiTek' Is ehvays recurred for clearly end to prevent collapse with possible personal Injury and property damage. For gene si guldanca regarding Pe fabdpeo0. Morage;delivery. erection and bracing of Rvssea and truss systems, am ANSBrPH castle, CNteda, DSB49 and B= Building Component 6914 Palle East Blvd. Sahylnfornei available Rom Truss Plate Institute, 218 N. Lee Street, suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Tress Truss Type Cry Ply T20127027 2295797 D ROOF SPECIAL 1 1 �JWM-WIENCIKE Job Reference (optional) BWide. First Source, Plant City, FL-32566, 8.240 is Mar 9 2020 MITek Industries, Inc. Mon May 414:33:05 2020 Scale =1:30.9 4x4 = 2]6 12 4x4 = 4.8 = 4x4 = 2x4 II 3M = Axis = 2x4 II 311-0 4-11-15 10$1 14E-15 1 1 0 3-11-0 14)15 6-03 d-0-14 0-3- Plate Offsets (X,Y)- f2:D-3-20-161 1`13:0-2-8,0-2-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.71 Vert(LL) 0.13 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.1410-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.29 Hou(CT) -0.01 19 n1a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 85 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 19=0-3-0 Max Horz 2=214(LC 10) Max Uplift 2=-619(LC 10), 19=380(LC 10) Max Gmv 2=659(LC 1). 19=518(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. FORCES. (to) -Max. CompJMax. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=952/995, 3-4=-889/982, 45=-952/1080, 5-6=-906/1028, 7-13=-417/419 BOT CHORD 2-12=965/869, 11-12=.982/889, 10-11=-8881737 WEBS 3-12=221/269,4-11=-310/438, 10-13=-851/766,6-13=-885/981,7-19=5271570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat II; Exp D; End., GCpi=0.18; MINFRS (directional) and C-C Extenor(2) -2-0-0 to 10-6-1, Intedor(1)106-1 to 144-12 zone;G-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joinl(s)19 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 to uplift at joint 2 and 380 Ib uplift at joint 19. 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. �``,G E N BF•L�,'�i�i aa No 22839 i Off. A F 'CCS OR I 1111111111100 Walter P. Finn PE Ne.22839 MITek UK Inc FL Cart 6634 69N Parka East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-VeNty doslgn parameters entl READ NOTES ON THIS AND INCLUDED MIIER REFERENCE FACE INX7472 rev. 1"V2015 BEFORE USE. Design valid for use onywiN MITeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a taus system. Before use 0e building designer must venfy the apptieblliy of design pmovement and papedy imer ata Me design into the Omest buildingdesign. BmdnglndiwtedistopmventbucNingoflndlvldualtmsswebandlarchoNmembamony. Addieoval temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and prepery, damage. For gemeal guldance regarding the fabrication, storege, delivery, erection and Maine of Vusses and buss systems, see ANSIRPll Quality LN(eNa, DSB.89 and SCSI Saddlebag Component 6904 Parke East Blvd. Saf sy Infirmagoe available tam Truss Plate Institute, 218 N. Lee Sbeet, Suite 312, Ataxandda, VA22314. Tampa, FL 36B10 Job Truss Truss Type Ory Ply T20127028 2295797 D1 HALF HIP 1 1 �JWM-WIINICKE Job Reference o Banal guilders First Source, Plant City, FL- 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon May 414:33.06 2020 Page 1 ID:gRS WmSlClgtlnMGlRnJXUzY49MvCwN7pm9mbRo=bJjACk71P2U38fycozQOTR7drJMB -2-0D Sit-0 11 69 141o.0 -2 5110 4a-9 487 ' 2x4 4x4 = 3x4 = 4 Sx8 = Met = 44 = axlz — .4 II 0n1 Saale=1:29.7 l� Plate Offsets (XX,Y)— j9:0-2-8 0-2-01 LOADING (psi) SPACING- 2-" CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.75 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.28 7-8 >632 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.74 Horz(CT) -0.01 15 We We BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 87 lb F7 c:20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 15=0-3-0 Max Ho¢ 2=276(LC 10) Ma, Uplift 2=-609(LC 10), 15=390(1_13 10) Max Grav 2=681(LC 15), 15=517(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-837/806, 3-0=-726/824, 5-9=-083/442 BOTCHORD 2-8=-844/712 WEBS 8.9=-637/462,4-9=.736/1017,5-15=-522/593 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psh h=15ft; B=59ft; L=4411; eave=5ft; Cat II; Exit D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 12-1-6. Intedor(1) 12-1b to 14-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 4) - This "as has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 fall by 241-0 wide will fit between the bottom chard and any other members. 5) Bearing at joint(s)15 considers parallel to grain value using ANSDTPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 to uplift Silent 2 and 390 lb uplift at joint 15. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. No 22839 ae *: :t ee '.90' �$ OF ea�ty�: Walter P. Finn PE No.22839 MTek USA, Inc FL Cad 6634 6904 Parka East Blvd. Tampa li 33610 Date: May 4,2020 ®WARNING. Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVA7473 da, 1MV2015 SUORE USE Design valid foruse onlywiN MTek9 cannedom.lhis design Is based Winced paametem shown, and Is bran Individual building component, not atrusssystem. Scabs use, Me building designer must vent' Me ap,11millity of design parameters and prapedy incorporate this design intothemretall buildingdesign. Bracing Indicated is to prevent buckling ofindivldual Muss web end/or cimrd members only. Addleonal temporary and permanent bradng MiTeW Is always required for meWllry, and to prevent collapse with possible personal Injury and preperly damage. Forgenemlguldanceregadingthe fabricated, starege,delivery. eteNion and bracngaf loses. am "a. eysten9, aea ANSMII Quality Gitarie,DSB-89 sad SCSI Sulfate, Component 69U4 Parke Fast Slid. Saloyhrimseaaon mallable Mom Tams Plate lnstlMe, 218 N. Lee street, Sam 312, Almmn rla, VA 22314. Tampa. FL 3WI0 Job Truss Tmss Type Ply �Oty T20127029 2295797 D2 HALF HIP 1 7 �JWM-WIENCKE Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries. Inc. Mon May 4 14:33:06 2020 Pagel ID:gR8WmSlClgtlnMGiYRnJXUzY49h.vCwN7pm9mbRoubJJACk71 f79391 yCBzQOTR7dzJruB 7.114 i 14-9-0 2-0-0 1 7-114 6100 IkM Asa = 44 = 12 Scale=1:28.7 2.4 II tatt-0 7n 1-o I taco talon � 7.tt-p little a o-1n Plate Offsets (X Y)— [3:0-5-4 0-2-01 [6:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 9deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.13 7-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 7-11 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.72 Horz(CT) -0.03 2 Na n/e BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 73 lb FT=20% LUMBER - TOP CHORD 2x4 SP NG.1 "Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=11slechanical Max Horz 2=337(LC 10) Max Uplift 2=-593(LC 10). 6=416(LC 10) Max Grav 2=693(LC 15), 6=539(LC 1) FORCES. g1g) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=708/629, 4-6=-181/330 BOT CHORD 2-7=-726/599, 6-7=-724/607 WEBS 3-7=0/338, 3-6=-689/822 BRACING - TOP CHORD Structural wood sheathing directly applied, except end vert cats. BOTCHORD Rigid Calling directly applied. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3 second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=59ft; L=4411; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water forcing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 593 Ito uplift at joint 2 and 416 Ib uplift at joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. 'kir%JeR P�F No 2283VA 9 T�. P A'ONA%- Walter P. Finn PE NO22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 AWARNING - Veneydesign joe.. m and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll-7473 mv. IM"014 BEFORE USE Design valid fa use only AM Mmek®cannectols. This design Is based only upon parameters shown, and Is bran Indivkual building component, not ��' a truss system. Before use, the building designer must verity Pe applicability of design parameters and papers Inoomorate Nis design mrs Me overall buikingdesign. Bmdng NdlcakN is to prevent buckling oflndlddual bass webend/or choM members only. Additional temporary and permanent bracing MiTek' Is always"uimd testability and to prevent collapsewiet possible personal injury and property damage. Forgenereguldanoeregardingthe fabrication, storage, Murray, emodnn and bracing of Wises and truss Systems, see ANSUIPII Ouallry CdMda, DS849 and SCSI Building Component 6g Parke East Blvd. Saletyln/ adon available Wm Those Plate lnstituta,218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply �Qty �JWM-WIENCKE T20127030 2295797 D3 HALF HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32666, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 4 14:33:07 2020 Pagel ID:gR8 WmS1 CiggnMGiYRnJXUzY49h-NOTIK9nnXvZfb7AW HtkzXFBChTS_hjg6fgC93zJmA IVasp e-11.o 19-9-0 2ao a-sa ss-a I 4-100 ' 2x4 4x4 = 15 Scale=1:30.7 3x4 = 3x8 = 3x8 = sea IF utlo Plate Offsets (X,Y)— [2:D-5-14 0-i-4] LOADING (psf) SPACING- 2-" CSI. DEFL. in (lac) Ddell I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.20 8-12 >893 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ved(CT) -0.38 8-12 >456 180 BCLL 0.0 Rep Stress Ina YES WB 0.50 Hom(CT) 0.02 2 Na n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 83111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 7=10echanical, 2=0-8-0 Max Harz 2=398(LC 10) Max Uplift 7=-433(LC 10), 2=576(LC 10) Max Grey 7=554(LC 15), 2=703(LC 15) FORCES. (Ib)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=.958/957, 3-0=.503/412, 4.5=-431/482, 5-7=-526/701 BOTCHORD 2-8=.1207/921 WEBS 3-8=517/757, 4-8=-90/337, 5-8=-672/601 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psh h=15ft; 3=590; L=44ft; eave=5fb Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 2-0-10, Intedor(1) 2-0-10 to 3-8-10, Exledor(2) 3-8-10 to 14-7-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) • 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 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4331b uplift at joint 7 and 5761b uplift at joint 2. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. �%%��P��ER!P,FGY Oi 6 E NSF No 22839 POR%,r?. a`'�-*iS10N�oo Walter P. Flnn PE No.22839 MiTek USA, Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -vedy design parameters and READNDTES ON THIS AND INCLUDEZIMOEH REFERENCE PAGE 10II-7473 rev. 10A11015 BEFORE USE. Design valk foruse.1, with MiTek® connectors. This real, le based only upon parameters shown, and Is seven Individual building corgAnen, not a Wss system. Before use, the bulking designer must verify the.,itcablbty of design parameters end property incomorete this design Into the overall bulldingdesign. arguing Indicated Is to prevent buckling of Individual Was weband/or chord members only. Addidonel temporary and permanent bmdng WOW in deem, acquired Realabiliyand to prevent collapse with pas ubla personal Injury and properly damage. Fcr generedgukance regeNLg the fabncagerkstma9a,da0very,emceon and bretlrq of busses and Wss systems. sea ANSUTPIi Cually Ctlfetla, OSBd9 andBCSl Building Component e9041aaAe East Blvd. Saklylnrorma0on available hem Tmss Plate Institute, 218 N. lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type 0ty Ply JWM-WIENCKE T20127031 2295797 Dd HALF HIP 1 1 Job Reference (optional) JOurce, Plan Glty, P1--32566. 2x4 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:33:08 2020 5x6 = 2.4 II 4x4 = 3x4 = 6.8 =' arty v.zns is"to 7.z-u z6a a o-to Style-1:35.0 Plate Offsets (X Y)- (2:0-3-10 0-1-61 (4:0-3-0 0-24] p:0.3-8 0-3-0] LOADING (psQ SPACING- 2-" CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) -0.09 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.20 741 >898 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Hoa(CT) -0.01 7 Na We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 831b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (situ) 2=0-8-0, 7=114echanical Max Harz 2=459(LC 10) Max Uplift 2=556(1-0 10). 7=453(LC 10) Max Gmv 2=707(LC 15), 7=588(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=917/665, 34=-808/669 BOTCHORD 2-8=985/876, 7-8=.309/235 WEBS 3-8=410/635,4-8=-630/714,4-7=516/679 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.Opsh h=15fb B=590; L=44ft; eave=5lt; Cat II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 24-10, Intedor(l) 24-10 to 5-8-10, Extedor(2) 5.8-10 to 14-74 2Dne;G-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 4) - This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5561to uplift aljoinl2 and 453 lb uplift at joint7. 7) This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. %��,,,,,�P�.�G No 22839 as ;* �. 7g OF :�441 ,��i�CC •• C O R 1 P ONAe. Walter P. Ann PE ND.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® wAftNMG. VeAytlezlanpa-.. and READNOoUS ON MIS AND INCLUDED MRENREFERENCEPAGEMA74" rev. 16T34i015 BEFORE USE Design valN far use only Won Mireks oc,medors. This coup Is based only upon perimeters shown, Bad is Won Individual building component, not A Wss system. Beare use, Na building dal gnermustvariry wa appllrabl4tyoldeslgn parameters and properly inmryarste thla design Into Na overall bulldingdedgn. BmdnglMlwtMisOpmwntbuMingdindivldualwsswebanNorchardmembamonly. AddNonal temporary and permanent adding p� M!Tek' is always required for stabNty and to prevent collapse with possible pound Injury and deputy damage. For general guidance regarding the falbouton. storage, delivery, erection and bracing credited add dead systems, sea ANSI/nell ouaNty Windt,DSB-89 and Bear Budding Component 61104 Parke East Blvd. Sarorylnlmmadon available rdm Truss Plate Institute, 218 N. Lea Street Suite 312, Alerandda, VA22314. Tampa, R. 3W0 Job Truss Tress Type Dry Ply T20127032 2295797 DS HALF HIP 1 1 �JWM-WIENCIKE Job Reference o tional Builders First Source, Plant City, FL-32566, 2.4 8.240 s Mar 9 2020 MTek Industries, Inc. Mon May 4 14:33:10 2020 Page 1 5.00 12 04 = Scale =1:37.7 2x4 II 5 6 4x4 = 2x4 II bxa .Il .. a1.0 jJ Plate Offsets (%.YF- r2:0.3.6 0-1-0I LOADING fast) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.23 8-9 >759 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 HOrz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 86 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Leff 2x4 SP No.3 REACTIONS. (size) 2=048-0, B=Mechanical Max Hoa 2=521(LC 10) Max Uplift 2=-532(LC 10), 8=4177(1_C 10) Max Gmv 2=704(LC 15), 8=628(LC 15) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-885/484 BOTCHORD 2-9=-878/856,8-9=-878/856 WEBS 3-9=0/336, 3-8=-905/906, 5-8=-195/371 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpl 3-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vssd=132mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=59ft; L=44ft; eave=5ft; Cat II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Fxterfor(2) -2-" to 2-0-10, Interior(1) 2-0-10 to 7-8-10, Extedor(2) 7-8-10 to 14-7-4 zone;GC for members and forces 8 MWFRS for mac0ons shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf 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 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5321to uplift at joint 2 and 477 lb uplift at joint 8. 7) 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. J��%P��E..1P!Fz .� NS % �•� No 22839 O R 1 O . CjN Waiter P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 Job Truss Truss Type Ply JWM-WIENCKE F'y T20127033 2295797 DGR HALF HIP GIRDER 1 Job Reference o Donal Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Mon May 414:33:112020 Pagel ID:gR8 WmSlCI qtlnMGiYRnJXUzY49MGA)GAWgHb8344kTH%Movi5MrJ4rMdSOZIACpmJm6 4-0 6 7-9-0 2 4-04e 34L70 0- 5.00 12 4x6 4 II 11 10 4.6 i site = 9 6 2 3 18 13 16 17 \19 12 13 T 14 15 8 6 3.10 I 6.8 = 6x8 = 4-0 8-2-0 4-0L 41-10 � 2x4 = d Scene =1,42.2 Plate Offsets(XY)- [4:0-3-9Edge1 [6:Edge0441 r7:0-340441 LOADING final) SPACING- 2-M Cal. DEFL. in (loc) Odeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.75 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight: 76 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS. (size) 6=Mechanical, B=Mechanical Max Horz 8=186(LC 8) Max Uplift 6=1286(LC 8). 8=1079(LC 4) Max Grav 6=1749(LC 1). 8=1819(LC 1) FORCES. (III) -Max. CompJMax.Ten.- Allforms 250(Ib) or less except when shown. TOP CHORD 2-4=-297/172, 5.6=-405/322, 45=476/369, 1-8=-1344/809, 1-2=-941/541, 2-3=-854/624 BOTCHORD 6-7=-695/941 WEBS 3-7=-315/389, 3-6=-1306/967, 1-7=-731/1256 Structural wood sheathing directly applied or 6-0-0 oc putting, except end verticals. Rigid ceiling directly applied or 8-2-15 oc bracing. 2 Rows at 1/3 pis 4-6 1 Brace at Jt(s): 3 NOTES- 1) Wind: ASCE 7-10: Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=1511; B=59ft; L=4411; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for buss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1286 lb uplift at joint 6 and 1079 lb uplift at joint B. 7 Graphical udin re representation does o depict the size o orientation )P p not pt t ¢ r the orients run of the pudin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 247 lb down and 2051la up at 1-0-12, 241 lb down and 208 lb up at 3.0-12, and 2341b down and 2001la up at 5-0-12. and 23516 down and 2001b up at 7-0-12 on top chord, and 508 lb down and 341 It, up at 0-11-12. 506 lb down and 3571le up at 2-11-12, and 5061b down and 3751b up at 4-11-14, and 5061b down and 3961b up at 6A 1.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 2-0=54, E8=-20, 1-2=54 \\III111111 J�% JeR P .� 3�. • %CENS No 22839 as 0. OF �GLUsr fy' �0; P,9.'ON..; C?%% Walter P. Flat PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Data: May 4,2020 ® WARNING -Veiny dnslgn panmehea and READ NOTES ON THIS AND INCL UDED MITEN REFERENCE PAGE M147473mv.10,022011 BEFORE USE. Design vale forum only With MReky) connecters. This design Is based only upon parameters shown, and Is for an individual burning component. not a truss system. geranium, the bulking designer must verbythe appltrabltity of design parameters and pmpedy lncaporate Wa design Mb the overall � buildingdesign. Bmsng Indicated is to prevent buclUing of lndNldual truss web eMfor chord members only. Addifloialtemporeryand Germanenlbraaing MiTek- isalways reAulred for stability and to preventcollapsewlth possible personal lnlury and property damage. ForgenemIguldanceregardingtte fabrication, mounts, calmly. meceen and trading oftusses and plums systems. am ANSgTPII qualify omens,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saferylnfmma0on avaeeble form Truss Plate Institute, 218 N. Lee SWeL Sulk 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T20127033 2295797 DGR HALF HIP GIRDER 1 1 �JWM-WIENCKE Job Reference (optional) Bunders First source, Plant lnry, FL-32b6b, 8.240 a Mar 92020 MiTek Industries, Inc. Mon May 414:33:112020 Page ID:gR8 WmSl Cl gtlnMGIVRnJXUzV49h-GAIGAWgHb8344kTH Wjovi5MrJ4rMdSnZIACpaJm6 LOAD CASE(S) Standard Concentrated Loads (Ito) Vert: 9=-241(B) 10=-234(B) 11=235(B) 12=-508(F) 13=-506(F) 14=-506(F) 15=-506(F) 16=-247(B) ® WARNING -Ver ly design Inumn ev and READ NOTES ON THIS AND INCLUDED MOEK REFER£NOE PAGE 111I1-7473 rov. I MN2015 BUORE USE. for Design valid use only With MRek0weracton. InI s design Is based only open parameters shown, and Is bran Individual building weaned. not a Vtemne use sys. Bob. use, the building desi9arnAverify No apbl plislity of design parameters and propedy lncuporate this design into the overall bulldingdesign. BmcingindlrstedIstoprevent bucking oflndlywalmoss web and/or chord members only. Methanol temWmryand permanentbmdng We[( always reeulred for stability and to prevent wllapeewilh passible pwanal bInq and property damage. Fmgeneml guidance regarding the fabrication, all delivery, emNon and bracing offenses and Was systems, we ANSgTPIf Dually Cri DS849 and BCW Building Component 6904 Parke East Blvd. Safely lnfomnadon available from Tuse Plate institute, 216 N. Lee Street. sulte 312, Xeswdrla, VA22314. Tampa, FL 38610 Job Truss Truss Type Cry Ply T20127034 2295797 DH2 ROOF SPECIAL GIRDER 1 1 �JWM-WIENCKE Job Reference (optional) Builders First Source, Plant City, FL-32566. 8240 s Mar 92020 MITek Industries, Inc. Mon May 4 14:33:12 2020 Pagel ID:gR8 WmS1C1 gtlnMGYRnJXUzY49h-kMH9NsmMRBxhu2T30JBEluGeU9GM7gmyv4LHZJMS -24y0 1-11-0 348 7RO 12-140 11 za-01-s6 T 7D 1 4 10 gas state=1:30.9 2.76 12 4x4 = 19 l 4x4 = 2x4 II 2x4 II "It = 3x4 = 2x4 II 1a10o 1-11D 318 )A-0 1Y-1-10 1b&15 1 4 5 1-11-0 Ia8 L0.10 bA10 25b Plate Offsets (X,Y)- 12:0-3-2,0-1-61 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) 0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.1811-12 >991 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.33 Horz(CT) 0.01 19 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 76 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP Na.3 REACTIONS. (size) 2=0-8-0, 19=0-3-0 Max Hot 2=153(LC 8) Max Uplift 2=565(LC 8), 19=380(LC 8) Max Grav 2=602(LC 1), 19=509(LC 1) FORCES. (Ito) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-983/748, 3-0=-9OOf704, 45=-988/739, 5-6=-988/739, 6.7=-948/687 BOT CHORD 2-13=-669/843, 12-13=-704/900, 11-12=-749/950, 10-11=-734/997 WEBS 3.13=-268/431,4-12=-375/340,5-11=-03/267,6-10=371/355, 7-10=-615/872, 7-19=559/421 Structural wood sheathing directly applied or 5-1-3 oc pudins, except end verticals. Rigid ceiling directly applied or 6-2-13 oc bracing. NOTES- 1) Unbalanced hoof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf, h=158; B=59ft; L=44ft; eave=5ft; Cat II; Exp 0; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panning. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 19 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 665 lb uplift at joint 2 and 380 Ito uplift at joint 19. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)128 lb up at 1-11-0 on top chord and 531b up at 1-11-0 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3a=54, 4.5=-54, 5-6=54, 6-7=51, 8-16=20 No 22839 Z D :e T O F ;'rL411�: 1111111101 Walter P. Ann PE No.22839 MBek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: Mav 4,2020 AWARNING -Vediy doslgnparomerers Intl READ MOMS ON THIS AND INCLUDED Rini REFERENCE PAGE Mll-7473 rev. 10N21OiS BEFORE USE. *�y Design valid tm use only with MRek® connedan. This design Is based only upon pammele s shorn, and Is for an Indvdual buedr, comp symn. net m� a boss system. Before use, the building designer must wafy to appecabiety, of design parameters and properly Incorporate the design into Me werst buildingdeslpn. Bracing indicated is to prevent buckling of Individual Wes web andforchoN members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pOslNe personal Injury and property damage. Forgenemlguldenoere9anlingihe famicson,storage. deiivary erection and trading ofeusses and Wss systems. sea ANSM11 Oulllty Grikd.,DSB-89 and BCSI Building component Salerylnlorma ton Imagede fmm Tess Plate InetiMe, 210 N. Lee Street Sulte 312. Alexandda, VA2Ml4. 6904 Parke East 81M. Tampa, FL 3010 Job Truss Truss Type City PlyJINNI-WIENCKE T20127034 2295797 DH2 ROOF SPECIAL GIRDER i 1 Job Reference (optional) guilders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Mon May 4 14:33:12 2020 Page 2 ID:gR8Wm51 C1gtlnMGIYRnJXUzY49h-kMHeNsmMRBzhu2T3OJ8Elu6eU9GM7gmyvALHzJm5 LOAD CASE(S) Standard Concentrated Loads (to) Vert 3=37(B) 13=29(B) WARNING -Verily dhw1m parameram end READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE UII-7473rev. I MV2015 BEFORE USE. Design valid for use only Win MITeka connectors. nis design Is based only upon parameters shown, and Is for an individual building component, not Not a truss system. Before use, no building designer must venly no apple liry of design parameters and properly lnwryoate this design Into Me oveall bulldingdesign. Smi Indicated is to prevent buckling of Individual Muss web and/or chord members only. Additional temprsbaling ory and permanent baelk' Welk' Is always required for stability and to prevent wllapsa with possible personal Injury and pmperty damage. Forgenaml guidance raga ing the fabdwtion.steage,delivery. erection and bracing oftni and Muss aystems, see ANSNPI1 Quality Coach., OSB49antl SCSI Budding Component 6904 Parke East Blvd. Salary habon OR available from Tress Plate Institute, 218 N. Lee Street, Suite 312, Miami VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply T20127035 2295797 DH3 HIP GIRDER 1 1 �JWM-WIENCKE Jab Reference (optional) owners rma source, ream ury, rL-3zbsc, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:13 2020 Style=1:23.0 2.76 12 13 4x4 = 4x4 = 3x4 = 3x4 = 0-0�6 31-0 6.2-0 67-a 10-t41 13.1-10 13.2-0 04I�-fi 3-0-10 3-1-0 SO 5-01 3-1-0 3-0-10 Plate Offsets (X,V)- (1:0-2-90-0-71 LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.50 Ven(LL) 0.09 5.8 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.51 VerhCT) -0.13 5.8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Hom(CT) 0.02 4 nua Na BCDL 10.0 Code FBC2017rTP12014 Matdx-MP Weight: 44 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=04-0,4=0-8-0 Max Hors 1=431(LC 6) Max Uplift 1=-307(LC 8), 4=-307(LC 8) Max Grev 1=465(LC 1), 4=464(LC 1) FORCES. (to) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=110lf752, 2-3=1073f767, 3-4=-1115f753 BOTCHORD 1-5=-663/1042,4-5=-664/1056 BRACING. TOP CHORD Structural wood sheathing directly applied or4-10-7 oc pudins. BOT CHORD Rigid Ceiling directly applied or 6-11-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.0psf, h=15ft; B=69ft; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrentwith any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 30716 uplift at joint 1 and 307 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loggia) 62 lb down and 31 It, up at 2-4-5. 39 lb down and 81 lb up at 5-24. 45 lb down and 180 lb up at 7-0-0, and 3911a down and 81 lb up at 7-11-12, and 621b down and 31 Ib up at 10-9-11 on top chord, and 11 lb up at 24-5, 411b down and 211a up at 5-24. 2lb down at 6-2-0, 81b down and 31b up at 6-9.12, 21b down at 7-0-0, and 41b down and 2lb up at 7-11-12. and 11 lb up at 10-9-11 on bottom chord. The design/selection of such Connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 00f,111111111111j J%P�(6R P. No 22839 90' �F Iv1u: SS,0NA1 Walter P. Finn PE No.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 4,2020 ®WARNING-Ve111y deafen paamafea ontl READ MOMS ON nllg AND INCLUDED MREK REFERENCE PAGE Nff-1473mv. 1001220138EFORE USE Deaign valid for use onty with MRekSomr.do9. this design la based only open parameters shown, and Is form Individual building Compound, not A "so system. Before use, the Whose designer must verity the epppnelkyofdeslgn parameters and properly Incorporate has design into the overall � bulldingdesign. Bracing indicated is to prevent bupMing ofmc Mdual Wss and and/or chord members only. Additoral temporary and permanent bidding ty M(Tek( Is always required for stabut"nd to prevent collepse with passible personal injury and property damage. Fargeneal,khmooreganingfhe fabricator. manage. salivary. erection and bating of busses and Vasa systems. sand ANS/mPll quality Cdarla,DSB-89 and SCSI Building Component 6904 Perks East BNd. Sablylnio mason avetable fmm Taw Piste Insbedo, 218 N. Lee street, swre 312, Alexandria, VA22314. Temps, FL 36610 Jab Truss Truss Type Cty Ply JWM-WIENCKE T20127035 2295797 DH3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:13 2020 Page 2 ID:gR8WmS1 Cl qtlnMGIYRnJXUzY49h-CYrObCrY7IJoJ2dgd8gNn WRJeuYN5XE71 cfJgzhu4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 34=-54, 6-9=20 Concentrated Loads (Ib) Vert: 5=1(F) 12=21(F) 13=-O(F) 14=4)(F) 15=21(F) 17=2(F) 18=-2(F) 19=2(F) ®WARNu/O- Vedfydeslgnperememrsand READ NOTES ON THIS ANOMCLUDEDMITEKREFER£NCE PAGE UX7473ree 10,0=01IBEFORE USE Design valid for use only wiP Wells!) sons n.Tidedesign Is based only upon parameters shown, and Is for an IMivldual building component not ��■■ee a truss system. Before use, the building designer must verify the applicability of design parameters and properly lnmryarale this design into the overall Wising design. Bracing indicated Is to prevent buckling of lndroidual bass we and/or chord members only. Motional temporary and permanent bracing MiTek' Is afaays required for stability and to prevent collapse with possible personal Injury and property damage. ForgenerelguMencaregeMingthe lesions..Wines, deMery, motion and trading of masses and Wes systems, see ANSM110uago, Crl i, Dsi and SCSI Building Component 6904 Panes Fast Blvd. Safayraftessi evd.N.from Trvss PlatolnstiMe.218N.Lea S"re LSuite312. Alenndria,VAM14. Tampa. FL 36610 Job Tress Truss Type Oty, Piy JWM-WIENCKE T20127036 2295797 EJ3 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 9I 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:33:14 2020 Page 1 ID:gRB WmS1 C1 gtlnMGiYRnJXUzY49hgkPOoYsAu3RfxCCsBrMcJLSTl79q_MBGGPsPAZJm3 Scale=1:12.9 Plate Offsets (X,Y)— f2:0-2-0,0.1.11 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (too) t1de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) -0.00 8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matdz-MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SIG No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0,4=Mechanical Max Hoa 2=184(LC 10) Max Uplift 3=-67(LC 10), 2=-342(LC 10) Max Gmv 3=67(LC 15), 2=262(LC 15), 4=53(LC 3) FORCES. fib) -Max. CompJMax. Ten. -All farces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc ongoing. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; 13=59ft; L=44ft; gave=SN; Cat II; Exp D; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 67 to uplift atjoint 3 and 342 lb uplift at joint 2. No 22839 13 % NA%E?C��. Walter P. Rnn PE No.22839 MRek USA, Inc. R. can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 4,2020 ®WARNING. Vousy design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7173 rev. 10NY201S BEFORE USE Dealgnvalid foruse oni with Mmek®connectors. TMs design Is based aNyupon parameters shown, and Is 1w an Individual bakfing component, not ��CC�C" to a buss system. Before use, Pe building designer must verily the applicability of design parameters and properly lncomoraW this design file the ovemll buildingdesign. Bredng Indicated is W prevent buckling of Individual tress web and/or chord members only. Addglonal temporary and permanent bracing MiTek' Is always ome[redforslablityand to wovent collapse win possible personal muryanl property damage. Fagenarelguldenceregandlagthe fabdca8on. storage, delivery, section and bracng of busses and lass systems, use ANSVTPH Quality DtlrW&DSB-89 And SCSI flooding Cwnponent 6904 Parke East Blvd. Safelybdonal availablefrom Tasa PlateinafiM..218N.Lea Sheet,SWW312.AW W6a,VA22314. Tampa. FL 36610 Job Truss Tmss Type City Ply JWM-WIENCKE T20127037 2295797 EJ3A JACK -OPEN 2 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon May 414:33:15 2020 Page 1 Plate Offsets (X,Y)-- (2:0-3-6.0-1-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.01 4-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.17 Vert(CT) -0.02 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 n/a RIG BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight 17111 FT=20Y LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=159(LC 10) Max Uplift 3=-76(LC 10), 2=-352(LC 10) Max Grav 3=80(LC 15), 2=271(LC 1), 4=60(LC 3) FORCES. (Ib)-Max.Comp./Man. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; B=59ft; Lai eave=5ft; Cat. II; Exp D; End., GCpl=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 76 In uplift at joint 3 and 352 no uplift at joint 2. p'. If ''GE..Ng ... � O �.'L 4-1 � No 22839 O: A F :�W� O R I O P ���� is�ONA� E,� 10 Walter P. Ann PE No.22839 MiTek USA, Inc. FL Cart Mill 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING- Vedydeslgnparmi and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7/73m¢70/O1 BEFORE USE Design valid for use Only WM MRokO semesters, This design Is based only upon pammeters Mean. and Is for an Individual building comparent, not �yey a Wee system. Before use, Me building designer must verify Me applicability ofdesign parameters and propady Incorporate Ws design into the overall building design. Bracing Indicated is to prevent buckling of Individual Russ web andfor Uos members only. Additional temxmy and permanent trading MiTek' Is always required e wi for stability and to prevent collapse possible personal Inlay end property damage, For general guidance reassign Me fabrication, storage, delivey, erection and trading of Classes and muss systems, sea ANffi/fPlr Dually Grlterb, Di -ad SCSI Building Component 6904 snake East Blvd. Safte,ha ermagon available Wm Trues Plata Inslitne, 210 N. Lee Sven, Suite 312. Nexantltla. VA 22314. Tampa, FL 36610 Job Truss Tress Type Cry Ply JWM-WIENCKE T20127038 2295797 E.15 JACK -OPEN 3 t Job Reference (optional) Builders First Source, Plant City, FL-32566, aI 8240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:15 2020 5-0-0 5� Scale=1:17.0 Plate Offsets (%,Y)— 12:0-2-12,Edgel LOADING (pill) SPACING- 2-M CSI. DEFL. in (loc) Vde8 L7d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 4-8 >415 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.13 4-8 >459 180 BCLL 0.0 Rep Stress lncr YES WE; 0.00 Hom(CT) -0.02 3 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Her 2=245(LC 10) Max Uplift 3=-164(LC 10), 2=479(1_C 10), 4=-105(LC 7) Max Gmv 3=131(LC 15), 2=313(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=5.0psf; h=15ft B=59ft; L=44ft; eave=5fb Cat II; Exp D; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nencencument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at Joint 3, 479 Ib uplift at joint 2 and 105 lb uplift at joint 4. 6) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and 110 gypsum sheetmck be applied directly to the bottom chord. a. No 22839 90: . A F :4110 Walter P. Rnn PE No.22839 MiTek USA, Inc. R. Dert 6634 6904 Padre East Blvd. Tampa EL 33610 Date: May 4,2020 ®WARNING, Vady desigaperamenne and READNOTES ON IRIS AND INCLUDED MITEKREFERENCEPAGEM114473m, IMV201SBEFORE USE. Design valid ror use only Min MmekOoonnedors. This design Is based only upon parameters shown, and Is for an individual building component, not a Wss syatem. Belere use, the building designer mustveeiythe appllwbilltyof design parameters and pmpedy lnommorete this design into the wars] building design. Brecing lndiomed is la prevent bucMlng of Individual Was web matter chant members only. Additional temporary and permanent trading MiTek' Is always required farslabllity and to prevent collapse with posalble personal Islay and prepedy damage. Forgenendquldancaregandingthe fabricates. stores.. delvag.emotion and leasing oftrusses and trues systems. see ANSIMPIt Dually Cdtads, DSB.e9 and BCSl Building Component 6934 Parke East BIM. Sarefylnharmad.n avagaWs hem Tmss Plate InsdUe, 218 N. Les SbeeL suite 312, Nexandda, VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T2012]039 2295797 EJ7 JACK -OPEN 17 1 �JWM-WIENCKE Jab Reference (optional) guilders Frsl Source, Plant City, FL-32566, 2w 7 dI 8240 s Mar 9 2020 MITek Industries, Inc Mon May 414:33:16 2020 Page 1 ID:gRBWmS1 C1gtlnMGiYRnJXUzY49hc7 W9DEu00ghNAVMEIG04P83j95bhlurP4a=U2zJru1 4 m9 14 Scale =121.2 Plate Onsets (X,Y)— (2:0-0-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.87 Vert(LL) 0.08 4-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 409 4-8 >944 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Mabix-AS Weight: 341b FT=20% LUMBER - TOP CHORD 20 SO No.2 BOT CHORD 2x6 SO No.2 OTHERS 2x4 SO No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=306(LC 10) Max Uplift 3=-201(LC 10), 2=382(LC 10). 4=7(LC 10) Max Gray 3=185(LC 15), 2-002(LC 15), 4=137(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.- Allforces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid Calling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1_=5.0psf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) • 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss Connections. 5) Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 201 Its uplift at joint 3, 382 Ib uplift at joint 2 and 7In uplift at joint 4. 6) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and 1l2• gypsum sheebock be applied directly to the bottom chord. o,,N% NIER,P!� S ,� No 22339 wl�: OF <• O R 1 O S��NA� E�.%'% Waiter P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 4,2020 ®wARwND -Verity design pummels- and READ NOTES ON THIS AND INCLUDED ,IB7OE8 REFERENCE PAGE MII-7473 rev. IOMV2015 BEFORE USE. assass Design valid for use only WM Mnex®ospoolu s. The design Is based ordy upon parameters shown, and Is for an individual founding movement, not e hods system. Before use, the building designer must verity No applcxN dy of design parameters and property Incorporate this design Inte the overall bafdingdeelgn. among lndlmteclotoprwentbvcKng oflndWidualbusswebeMlorphoolmembers only. AddlgoneltemponaryaMpenummItiradng M!Tek* Is always reepuland for stability and to prevent collapse with poselble personal Inlay and property damage. For general guidance ragareng the fabul don.storage,delivery. erection and bracing of trusses and truss systems, see ANSgrell Quality Creeds, DSB29 and 8=1 Beading Component 691 Palle East Blvd. Safotylnfurma00n avWlablehom Tmss Pletelndtituta,216N.Lee Shee4SWO312,MI.ndria.VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T20127040 2295797 HJ2 DIAGONAL HIP GIRDER 1 1 �JWM-WIENCKE Job Reference o eonal Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MRek Industries, Ina Mon May 4 14:33:172020 Page 1 ID:gR8WmSl Cl gtlnMGiYRnJXUzY49hAJ4XOZu2B-pEofxRs_vJkMcuYVwUl L5ayDdWOUzJmO Scale=1:10.9 LOADING (psf) SPACING- 2110 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ve art 0.00 9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.00 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-6-0, 5=0-3-5. (to)- Max Horz 2=151(LC 8) Max Uplift All uplift 1001b or less atloint(s) 3, 4 except 2=821(LC 24), 5=-283(LC 17) Max Gmv All reactions 250 Ile or less at joint(s) 3, 4 except 2=452(LC 17), 5=622(LC 24) FORCES. (Ile) -Max. Comp./Max. Ten. - All forces 250 (Ile) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=59ft; L=44ft; save=51D Cat. 11; Exp D; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSNTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift atjolnt(s) 3, 4 except at -lb) 2=821,5=283. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 1851b down and 1051b up at 1-5-12 on top chord, and 871b down and 64 lb up at 1.5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (Ib) Vert: 10=26(F) 11=29(F) ` No 22839 0: 90�` a a� �i�• 'D N IFS OR.• &,�� i"";,,s'ONA7 'S�,,% Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 WARNING -Veiny tleslen Par^mcrers and READNOTEa ON THIS AND INCLUDED MITER REFERENCE PAGE 111147478 rev. 10/03 BIS BEFORE USE. M Design vale for use only with Rek®on cnectors. This design is based only upon parameters Shown, end le for an individual building component not a muss system. Before use, the building designer must verify the applipzbllle of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is a prevent bucking of individual muse web and/or chord members only. Additional temporary and permanent brecing Welk' Is always required for stability and to prevent collapse with possible personal may and property damage. Forgenerad guidance regarding the fabnramm. storage. delivery. erepeon and bracing Arouses and Was systems, see ANSWPII OualRy Cdted, S56.89 and SCSI Building Component Sees Perko East Blvd. Sarorylnforma ton available from Tmas Plate Institute, 218 N. Lee $treet Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Tmss Type Oty Ply JWM-WIENCKE T20127041 2295797 HJ3 JACK -OPEN GIRDER 2 1 Job Reference o donal Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:16 2020 Page i ID:gR8 WmS1 C1 gtlnMGiYRnJXUzY49h.Y WevewgyHx5PpWdOhOYUZ85avMrmoLkBtN4Yxzhu7 .I l.gxn > I I 0-10-1 3.9-13 0-9-12 2.11-12 Scale=1:12.7 Plate Offsets (X Y)— [2:0-0-10 0-0-2j LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TC 0.74 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Inor NO WE 0.00 Horz(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017/FP12014 Matrix -MP Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 5=0-3-5. (lb) - Max Horz 2=183(LC 24) Max Uplift All uplift 10016 or less aijoint(s) 3 except 2=-684(LC 24), 5=-162(LC 17) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=378(LC 17), 5=491(LC 24) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-9-13 oc putting. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps/; BCDL=5.0psf; h=1511; B=59ft; L=4411; eave=5ft; Cal. 11; Exp D; Encl„ GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 3 except Ot=lb) 2=684, 5=162. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated mad(s) 1741b down and 110 lb up at 1-7-3 on top chord, and 831b down and 521b up at 1-7-3 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the miss 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 (plo Vert: 1-3=-54,4-7=-20 Concentrated Loads (Ib) Vert: 10=25(B) P. No 22839 0: ;2Z bi so�CCsi•� 0R\�PCj�=�� NA' Walter P. Ann PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 4,2020 ®WARNING-Wdyy design Parmneters and RE IDN0niS ON THIS AND INCLUDED MITEK REFERENCE➢AGE Mil-7473 mv: IM302015BEFORE USE. Design valid for use only with MMak®connectors. "Is design Is based only upon parameters shown, and Is form Individual building component, not a buss system. Before use, the building designer must verify the appliwbility ofdesign parameters and properly lnwmoate this design into the overall burdingdesign. Bracing IMitated is to prevent buddies of Individual Ines web anworchgrd members only. AdONond temporary and pmement trading MiTek' Is always required for stability and to prevent collapse with remebte personal Injury and propeM damage. For general guidance regarding de fzbdwtion. image. delivery. erection and treeing of trusses and buss systems, see ANSIITPIf Quality Cdhda,DSB-89 and Best Bulldrng Component 6904 Parke East Blvd. Sareylnfermadw Available from Tome Plate Institute, 218 N. Lee Sheet, Sulle 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Trusts Type Dry Ply T20127042 2295797 HJ5 Diagonal Hip Girder 2 1 �JWM-WIENCKE Job Reference a clonal Builders First Source, Plant City, FL - 32566, 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:18 2020 Page 1 ID:gRBW mSi C1 gtlnMGIYRnJXUzY49h-Y WevewgyHx5PpWdQhOYUZ83GvGSmoLkB W 4YxzJru9 46 0-9-11 7.0-14 '211 6-3-3 FY_I_ R&Xfl; Plate Offsets (X Y)— t2:0-2-15 0-1-41 12:0-1-10 0-7-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.89 Vert(LL) 0.21 4-8 >410 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.17 4-8 e486 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.02 3 me n1a BCDL 10.0 Cade FBC20177TP12014 Matrix -MP Weight: 321la FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. All bearings Mechanical except at -length) 2=0-8-0, 2=0-8-0. (Ib) - Max Horz 2=245(LC 8) Max Uplift All uplift 100 lb or less atjoinl(s) 4 except 3=-190(LC 8), 2=-578(LC 8) Max Grew All reactions 250 lb or less at joint(s) 3, 4 except 2=387(LC 1), 2=387(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=5111; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to glydims) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jl=lb) 3=190.2=578. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 0lb down and 50 lb up at 1-5-12, 133 Its up at 1-5-12, and 3Ib down and 112 Its up at 4-3-11. and 3 Its down and 75lb up at 4-3-11 on top chord, and 1 to down and 2lb up at 1-5-12, 43 lb up at 1-5-12, and 51b down and 17 Ill up at 4-3-11. and 591b up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 (plf) Vert: 1-3=-54,4-6=-20 Concentrated Loads (Ib) Vert: 9=42(B) 10=-0(F) 11=28(F=-1,B=29) 12=0(F=-5, B=6) No 22839 z US :Izz :9 OF . 40 �Z Walter P. Rnn PE NG22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -Verify design parwoetwe and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M&7473 ref. 10MV2015 BEFORE USE. **ee Design valid Kruse only Win MiT.W connectors. This design Is based only upon parameters shown, and Is for an IndiAdual building component, not my a than system. Before use, the building designer must verty th ie appAcabdity of design parmaxons and propedy incoryNi orate s design Into the overall buildingdesign. Bracing Indicated is to prevent buckling ofindivldual kuss was andror chow members only. AddWonal temporary and permanent trading MiTek' Is always regulred for stability and to prevent carapse win possible personal injury and property damage. For general guidance mounting the fabrication, sWrege, delivery, eac n and bating oftemses and Wes systems, see ANSM11 Quality Crods,DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Sahylnfonnation available from Truss Plate loonme,218 N.Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job TmssType Dry Ply JWM-WIENCKET20127043 2295797 7 [HUSS Diagonal Hip Girder 3 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MRek Industries, Inc. Mon May 414:33:19 2020 Page 1 ID:gRBWmSiClgtlnMGIYRnJXUzY49h.1iCHrFwJib4ylz5p Px OnhlvJbRVCrIPX6d5Nz1m_ -2-9.15 4-11-3 9-10A3 ' 2-9-15 I 4-113 j 4.11-10 Scale =1:23.2 4.4 = 3.8 II 04L4113 9-10-0 9-1 13 owl! 43-2 410-13 3 Plate Offsets (X,Y) -. [2:0-2-11 0-1-131 [2:0-3-2 Edge] LOADING (psQ SPACING- 2-" CS]. DEFL. in (too) Udell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 VerhCT) -0.10 6-7 ,999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 HOR(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Maldx-MP Weight: 50 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Nu.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. REACTIONS. All hearings Mechanical except at -length) 2=0-8-0, 2=0-84). (lb)- Max Hom 2=275(LC8) Max Upllft All uplift 100 lb or less atjoint(s) except 4=-176(LC 8), 2=-589(LC 8), 5=-218(LC 8) Max Grav All reactions 2501b or less at joints) 4 except 2=440(LC 1), 2=440(LC 1), 5=259(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I1b) or less except when shown. TOP CHORD 2-3=-567/566 BOT CHORD 2-7=695/517, 6-7=-695/517 WEBS 3.6=551/741 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=1511; B=59ft; L--44ft; eave=5lt; Cat. II; Exit D; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grit DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 240­0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 4, 5891b uplift at joint 2 and 218 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb up at 1-5-12. 133 lb up at 1-5-12, alb down and 75 lb up at 4-3-11, 3lb down and 75 lb up at 4-3-11, and 30 Ib down and 1501b up at 7-1-10, and 30 lb down and 150 Is up at 7-1-10 on top chord, and 46 It, up at 1-5-12, 46 Ih up at 1-5-12, 591b up at 4-3.11, 59 lb up at 4-3-11, and 30 Ile down at 7-1-10, and 301b down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 (plp Veit: 1-4=-54, 5-9=-20 C C E N ! No 22839 �i�CCsi':ORI )P •��,� N Al � %% Walter P. Ron PE No.22839 MRek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 4.2020 ®WARNING -Varly design pammefors and READ NOTES ON THIS AND INCLUDED MUM REFERENCE PAGE MII-7473 m. reassess BEFORE USE. Design valid for use only area MRek® connectors. Tole design Is based only upcn parameters shown, and Is ter an Individual building component not a truss mah m. Beiam use, Me bulking designer must verily to appllcxbdity of design parameter and properly Incomonve this design Into Me overall buildingdesign, Bracing Indicated is to prevent buckling dindhikual Wss web ere/or chord members only. AdditlanelremporaryeMpennenentbrecing MiTek' Is always requlred mrstabllity and to prevent callapsewlth possible personal Injury and property damage. ForgenemlgukanceregaNbgthe fabrweon, ¢mmge, delivery, ereNon end bradng of W ssas end Vuss ¢ystems, see ANSMII Queenly Unions, DSB-89 and BCV Building Component 6904 Parke East 6lvd. SafelyInformation available Item Truss Plate Instltete, 218 N. Lee Street, suite 312, Alexandra, VA22314. Tempe, FL 36610 Job was Truss Type Dry Ply ' T20127043 2295797 HJ7 Diagonal Hip Girder 3 �JWM-WIENCKE 1 Job Reference o 'onal Builders First Source, Plant City, FL-32566. 8240 s Mar 92020 MiTek Industries. Inc. Mon May 4 14:33:19 2020 Paget ID:gR8WmS1C1qt1nMGiYRnJXUzY49h-1ICHrFwJib4ylz5p_PxnOnhlvJbRVCMX6d5NzJru_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=84(F=42, B=42) 14=-59(F=-30, B=-30) 1S=58(F=29, 5=29) 16=1 1 (F=6, B=6) 17=-34(F=-17, B=-17) ®WARNING-Vedlydesignpv metena dREADNOTES ON MIS AND INCLUDED MREKREFERENCE PAGE MI1-1473rov. 10ALV200BEFORE WE Design valk forte. only wilt M lroW connecars. ThIs design is based only upon parameters shown, and Is for an Individual building component, not a "as system. Before use, the building designer must veofy the appRoM[ity of design parameters and propady lrcaryorete this design Into the overall bulldingdesign. Bredng Indicated is to prevent buckling of individual Muss web and/a, chord membersonly. AddXionaltempmaryandpnnmmmdbmdng MiTek' Isalways mqulredfar stablllty and to prevent collapse with possible personal Midge and property damage. Forgenamlguldanceregardingthe febriomian, storage,delivery, erection and timing of Musses aM was. ANSVTPII Quality Weas DSB-89 end BOSI Building Component B90C Parke Easl Blvd. Sahyle/ormaflon availablehmn Tmsa Platein.tW .218N.Lee Street,Suite312. Alexandd.,VA22314. Tempe, FL 38810 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127044 2295797 1 COMMON 3 1 Job Reference a tional Builders First Source, Plant City, FL-32566, 8.240a Mar 92020 Mi[Tek Industries, Inc. Man Scale=1:22.8 4s4 = ]d 3x4 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.60 BC 0.13 W13 0.07 Matrix -AS DEFL. in Vert(LL) 0.02 Vert(CT) 0.02 Horz(CT) -0.00 (lee) I/deb Lid 6.11 >999 240 6-11 >999 180 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 4816 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0,44-8-0 Max Horz 2=-135(LC 8) Max Uplift 2=4i58(LC 10), 4=658(LC 10) Max Gray 2=416(LC 1), 4=416(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=380/1103, 3-0=-380/1103 BOT CHORD 2-6=724/315, 4-6=-724/315 WEBS 3-6=484/165 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ni TCDL=4.2psf BCDL=5.Opsf; h=15ft; B=59ft; L=44h; eave=5ft; Cat. zone; rch left and right ezposed;GC for members and (directional) =1 shown; R Fp Lumber OLFRS forces S MWFRS forrlreactions 60 plate grip DOL=1.60ei 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwith any other live loads. ,ai JV P,V /4 4) ' This truhas been designed for live load 20.Opsf the bottom in rectangle 3.6-0 tall by 2-0-0 wide �% •,.• � C E N 'Y "as a of on chord all areas where a � • \ \� F••'• will fit between the bottom chord and any other members. �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6581Is uplift at joint 2 and 6581b uplift at No 22839 joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112' gypsum be directly to the bottom = *:• •� *�. sheetrock applied chord. IZ S ��T •• P,: O i O ��` cc R s ��, •,���STS10N A� Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING .Veriar dmign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A111-7473 mv. 10,03/2015 BEFORE USE �LeeLy5 Design valid for use only with MITeIe) canneries. This design Is based only upon peremeters shown, and is for an Individual building component, not a Rose system. Before use. the building designer must very the appiicaMlity of design pe,amele,s and propery Incorporate thisdesign Into the overall buddingdesign. Bracing indicated is to prevent bucMing df Individual Rosa was anchor chord members only. Additlonaltempormy and permanentbmang WOW Is always required for stability and to prevent collapse with possible gemanal injury and property damage. Forgermalguidanceregardingthe fabrication. storage, cleavers. erection and bracing ofbusses and Rosa systems, see ANSVIPIf Castle, Grenada, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Tmss Tmss Type Qty Ply T20127045 2295797 U COMMON 1 1 �JWM-WENCKE Jab Reference o tional Idwmers First source, Plant city, FL- 32565, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 4 14:33:21 2020 Page 1 ID;gR8WmSl CigtlnMGiYRnJXUzY49h.z5K2GxyZECKgGHEC5p_F6Cmjd6M7z9FAtrbkSGzJny 3.11-8 7.1" ' 3.113 I 3-11-8 3as II 4.4 = 6 2x4 II Sae II 3AI-8 7.11.0 3.11.8 3-11-8 Soale=1:18.1 Plate Offsets (X Y)- f 1:0-2-00-0-21 [5:0-6-3 0-0-2] I5:0-0-0 0-0-01 LOADING (ps0 SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Hoa(CT) 0.01 5 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 37 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-11-12, Right 2x6 SP No.21-11-12 REACTIONS. (size) 1=Mechanical, 5=Mechanical Max Horz 1=-87(LCB) Max Uplift 1=-218(LC 10), 5=218(LC 10) Max Gmv 1=293(LC 1).5=293(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 1-3=349/524, 3-5=349/524 BOT CHORD 1-6=-337/270, 5-6=337/270 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=5.0ps1; h=151b B=59ft; L=146; eave=5fh Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;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 nonconcument with any other live loads. 4)' 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2181b uplift at joint 1 and 218 lb uplift at joint 5. 7) 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. %IIIIII J`to%,ER P•F�ti��i No 22839 �, �: Tff OF Atil Walter P. Rnn PE No.22839 MRek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa R.33610 Date: May 4,2020 ®wARNMG-VMIy d0slgnpoemwren and REAPNOTES ON MISANO INCLUDEDMOOR REFERENCEVAGEM11A473m IM34015BEFORE USE Design waled for use only wigs Ml rekd) connectors. This design Is based only been parameters shown, and Is foran IMiOduel building aomponem, not a truss evident Bafoeuse. Me building designer murmy Me app9odaty ofdonlim parameters and properyinxogionve this dodge Into Me avemll building design. Bocing Indicated is to proven Want, of lndMdual"as web andau chord members only.Adtlillwal temporary and permanent bracing WOWla always re,ulned for sfablliy and to preventcollepse with possible personal Injury and parody damage. For genera guldano mgardang Ne fabrio9on. atora9e,de6very. erection and bmdrg of Wsaeaentl was eysleme,see ANSrOPN Dually Cdreda,DSB-99 and BCUBulldrng Component 6904 Parke East 1114. Saaafy NynrmaDon evaiable from Tmss Pla[e lnseMe, 218 N. Lee Street Bvite 312. Alexandria, VA 22314. Tampa, FL 311810 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127096 2295797 12 ROOF SPECIAL 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. salt 8240 s Mar 92020 MiTek Industries. Inc. Mon May 4 14:33:22 2020 ads = a 7 6 3x4 II 2x4 II Scale=1:17.4 Plate Offsets (X,Y}- rl:O-" 0-1-81 f3:0-3-0Edge1 f5:0-5-6 0-1-SI LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.18 2-4 >513 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.16 2-4 >560 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.21 6 file nla BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 29 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-8,4-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=11yechanical, 6=1vtechanical Max Ho z 9=-84(LC 8) Max Uplift 9=-210(LC 10). 6=210(LC 10) Max Gray 9=282(LC 1), 6=282(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-526/802, 3-4=-532/807 BOT CHORD 2-4=-660/482 WEBS 1-9=-324/446,5-6=-302/445 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=59ft; L=44ft; eave=5ft; Cat. II; Este D; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedar(2) zone;C-C for members and forces & 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 nonconcurtent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 fall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to glider(s) for buss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 Ib uplift at joint 9 and 210l1b uplift at joint 6. 7) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and 112• gypsum sheetrock be applied directly to the bottom chord. �JP�''JER'P'Fz�L No 22839 ir :�O'• OF try: S1 0 N A � 11 0% Walter P. Finn PE No.22839 MITek USA. Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®wARNMG-VMfy design parameters and READ N01ES ON THIS AND 1NCLUDEO NITER REFERENCE PAGE M147473 rn¢ 1"34?015 BEFORE USE. Design valid for use only with MlTeltitwnnedars. This design Is based only upon parameters shown, and Is for an Individual building component, not a Voss system. Before use, the building designer must verity Ne applicability ofdesl9n parameters and mostly hrarporate Uls design me the overall bulldingdeslgn. BmctnglndlratediatopreventbuckiingoflndNldual WsswebenNorchodmembemmly. Additional temporary and permanent bmdng MiTeK Is always requiredforstabillty and to prevent collapse with poasible personal Injury and property damage. Forgenarel guidance regarding the institution, storage, delivery, erection and bracing cleanses and truss syalems, see ANS07PI1 Quality Wd ., DSB-89 end BCSI Bul/ding Component 6904 Parke East BIM. Safely ln/ adon available from Truss Plate lnstime,218 N. Lee Grant Suite 312. Alexandria, VA 22314. Tampa. FL 3010 Job Truss Truss Type Oly, Ply T20127047 2295797 13 ROOF SPECIAL t i �JWM-WiENCKE Jab Reference (optional) Builders First Source, Plant City, FL- 32566. 8240 s Mar 9 2020 MTek Industries, Inc. Mon May 4 14:33:23 2020 Page 1 ID:gR8WmSlClgIlnMGiYRnJXUZY49h-VTRohdzpmgahlwaObDEOjBdsyx48Rl WTK94rD8z nor, 1-SB 3.11.8 6-74t 7-11-0 2-0-0 ~ M-8 t-341 San see = 8 7 6 3.4 II 2a4 II Scale=1:17.4 Plate Offsets (X,Y)— [1:0-5-8,0-1-81. [3:0-3-0,Edgel. [5:0-5-8,0-1-8] LOADING (test) SPACING. 2-" CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.64 Vert(LL) 0.18 2-4 >513 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.16 2-0 >560 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.21 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 291b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-8,4-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 6=Mechanical Max Horz 9=-84(LC 8) Max Uplift 9=210(LC 10), 6=210(LC 10) Max Grev 9=282(LC 1), 6=282(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/802, 34=-5321807 BOT CHORD 24=-660/482 WEBS 1-9=-324/446,5-6=-302/445 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.Opsf; h=1511; B=59ft; L=44151; eave=5ft; Cat. II; Exp D; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces S 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 nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connecdon (by others) of buss to bearing plate capable of withstanding 210 lb uplift at joint 9 and 21016 uplift at Joint 6. 7) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. E'as P Yas e eas No 22839 � :a O F : <ty�: an Walter P. Finn PE No.22939 MTek USA Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Varlly design parameters and READ NOTES ON THIS AND INCLUDED MITENREFERENCE PAGE 1,111402re, ?MV2015 BEFORE USE. assess Design valid forum only with MTek®ommears. This deep is based only upon parameters show, and Is for an Individual building component, not my 21' a truss system. Before use, the building designer mustvarily the applcabilty, of design parameters and property ireorporete this design Into the overall bulldingdeslgn. Bradng lndirated is to prevent buckling of Individual truss web endlorchord members only. Additional temporary and permanent bradng KWIC Is always required formability end to prevent collapse with passible persanal Injury and property damage. Forgeneralguldanceregerdingthe famoalan, stange, delvary, erection and bidding alumina and Was system, see ANSMI1Duallry Cdrerla,DSO.69and BCSIBUIldi.,Campanenf 6904 Palle East Blvd. Sayelylnfinnamon Available horn Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply JWM-WIENCKE T20127048 2295797 14 Flat 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 3.4 = 2 6x8 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 414:33:26 2020 Page 1 fees = Scale: 314'=1' e-1-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(L-) -0.22 4-5 >423 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.83 VaUCT) -0.44 4-5 >211 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.19 Horz(CT) -0.01 4 n/a Na BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 42 IS FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=1viechanical, 4=11tiechanical Max Uplift 5=-215(LC 6), 4=215(LC 6) Max Grav 5=288(LC 1), 4=288(LC 1) - FORCES. (fib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-560/238 WEBS 2-5=-271/638, 2-0=-271/638 NOTES- 1) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=59ft; L=44ft; eave=5ft;,Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water placing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 215111 uplift atjoint 5 and 215lb uplift at joint 4. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ��,` •�'\ G E NSas F No 22839 IZZ ' • ��� T ��iF` .,OFIIQP,:N�,. SS ON A� �i�` %% Walter P. Flnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vetlly deslgnpommenars and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 10I-7478rpe 10NL1015 BEFORE USE. Design valid for use only wim Mne'e® connectors. This design is based only upon pammehas shown, and Is br an Individual building component, not a bass system. Before use, the bullding designer must verifythe applicability of design parameters and property lnmrporate We design into me overall building design. Booting lnElcoted is to prevent buckling of indlvldual Ines web andlor chord membem only. Addltbnel temporary and Permanent bracing MiTek' Is always moulted for stability and to prevent collepss with Possible personal injury and property damage. Forgerami gulden rega,di g the fabricagon.et000ge,delivery, erection and bracing created and Less systems, see ANSVTPll Gualle, CNreda, DSB49 and SCSI Building Component 6904 Parke East Blvd. Sarerylnfurmadon available man Test Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 3010 Job Tmss Truss Type On, Ply T20127049 2295797 IGE GABLE 1 1 �JWM-WIENCKE Job Reference (optional) Builders First Source, Plant City, FL-32566, 4x4 84-0 84.0 8.240 s Mar 9 2020 MITek Industries, Inc. Mon May 4 14:33:28 2020 Page t Scale=1:22.8 Plate Offsets (X,Y)- f2:0-54,0-2-11 16:0-5-40-2-11 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.03 7 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.04 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a rile BCDL 10.0 Code FBC20177TPI2014 Matrix-P Weight 501b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 *Except* 1-11,7-12:2x4 SP No.2 REACTIONS. All bearings 8-4-0. (lb) - Max Horz 2=-135(LC 8) Max Uplift All uplift 1001b or less at joints) 9, 10, 8 excepl2=-387(LC 10). 6=387(LC 10) Max Gmv All reactions 250 Ito or less at joint(s) 2, 6, 9, 10, 8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-10=40/255, 9-10=-00/255, 8-9=40/255, 6-8=-40/255 Structural wood sheathing directly applied or 2-2-0 oc pur ins. Rigid telling directly applied or 10-0-0 out bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=59ft; L=44ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch 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) 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 ANSUTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 8 except Ot=lb) 2=387, 6=387. No 22839 0: a� OF :4lu� i Walter P. Finn PE No.22839 Milk USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -Verity design parameters antl READNOTES ON THIS AND INCLUDED MREKREFERENCEPAGEMII-7473rev. 1MV2015 BEFORE WE. Design wild for use only Win MITek® comweems. This design Is based only upon parameters shown, and is for an indlOdual building component, not ��eepp a Russ system. Before use, the building designer must verify the applicability of design parameters and properly lncomorato this design Into Me overall buffongdeslgn. Bracinglndlwtodis0pmwnibuckingoflndMdualMisswebendlorchaNmembersony. Addition ltemporaryandpermanentbracing MiTek' Iseiways renuired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication.storage, delivery,erection and bracing of Busses and Muse systems, see ANSM11 Quality CMeds,OSB-89 and SCSI Building Compomnf 6904 Parise East Blvd. Safelylnformadon available fmm Tmss Plate leaders. 218 N. Lee asset Suite 312. Memmirle, VA 22314. Tampa, FL 36610 Job Truss Truss Type pry Ply T20127050 2295797 Vr1 Valley 1 7 �JWM-WIENCKE Job Reference(optionalli Source. Plant City, FL-32565, 2x4 8240 a Mar 9 2020 M1Tek Industries, Inc. Mon May 414:33:29 2020 Page 1 ID:gR8WmSlClgllnMGiYRnJXUzY49h-kdp3xg2aMgKXEVskN770u6zhL07m3Li5X9Gozlnq Santa =1:14.9 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ve t(LL) n1a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HordCT) 0.00 We are BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 1816 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-5-14, 3=5-5-14 Max Hoa 1=143(LC 10) Meet Uplift 1=98(LC 10). 3=158(LC 10) Max Grav 1=187(LC 16), 3=204(LC 15) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=175/375 Structural wood sheathing directly applied or 5-6-8 oc purims, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=170mph (3-second gust) Vesd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=59ft; L=44ft; eave=5ft; Cat. 11; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift atjolnt(s) 1 except at=lb) 3=158. VIF-Ft P. No 22839 a A F :4/` .......... A .,�11S9 Walter P. Finn PE No.22939 Mifek USA, Ina FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -Vadly design Dasameers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11167473 mv, 1003shols BEFORE USE Daslgn valid We. miy wlih MITek® mnnectma. This design Is based onlyupon parameters shown, and le form Individual building commenced. not a trusssystem. Before use, Me building designer must venry Me appfcabiliryef design parameters and property Incorporates We design trio Me overall bulldingdeslga. Bracing Indicated is to prevent buckling ofindivldual truss web and/or chord members only. AEdieonal temporary and pearnment bracing MiTek' Is always required forstabNy and to prevent ccllapsewllh possible personal Injury and property damage. Forgerman guMance regaNing the febdcafi0n,storage, tlelivery.erection end bredng of Wases end Wss systems,see ANSDTPIf Duality CNleda,DSB-B9 and Best Building Component 6904 Parke East Blvd. Safeylnformmum available ham Truss Plate lnsgmte, 218 N. Leo Event, Bulge 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply JWM-WIENCKE T20127051 2295797 VT2 Valley 1 1 Job Reference (optional) uulloers nrsl avurce, nam�lry, rL-uaoo, i 2x4 4 0Z9U S Mar a 2vzu MI I eF InOUSUIOS, Inc. Men May 9 l9:4a:al LUZV 2 3 8.10=1:10.1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) Val L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(-L) rda - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) rda - rda 999 BCLL 0.0 ' Rep Suess Ina YES WB 0.00 Hom(CT) 0.00 rda rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: ll lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-5-14, 3=3-5-14 Max Hom 1=82(LC 10) Max Uplift 1=56(LC 10), 3=90(LC 10) Max Grav 1=107(LC 15), 3=116(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-" oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh, BCDL=5.0psF h=1510 B=59ft; L--44fl; eave=511; CaL II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chard bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Be uplift atjoint(s)1, 3. IeR P. P 'cENs No 22839 � -0 : ` 1 ' u` ��i�FSi • .. R O. Walter P. Finn PE No.22839 MRek USA. Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING- Vedfydesiralamonstors and READNOTES ON MIS ANDINCLUOEDWEN REFERENCEPAGEMIA7473re .. 1"X2015 BEFORE USE Design vaLd fause onlywith Mii canneden. Into design Is hazed a* upon paremoters shown. and is (Oran Individual buildhg component, not a ones syutem. Before use, the building designer mustveriir the applicability adesign parameters and properly incoryorate Nis design into the overall buildingdedy. Bradng Indicated lotopreventbudding ollndhiduslbussweb andlorexoNmembers only. Additional tempersy and permanent bracing M!Tek' Is always required forstabiliyand to proventoompse was pasdbie personal injury and property same.. For ipmad guidance regarding the fabdcagon.storage, tlaWery,erecdw and bmdrg of busses end Wss systems, see ANSMIIOuellfy Wft i.,OS"gmdBCSIBUIIding Component e904 Pare and BNd. Safelylnfarmaffm aveablenom Truss Rate Nsebm,210N.Lee SU 4SUre312.A mWda,VA22314. Tampa, 9-game Job Truss Tmss Type Oty Ply T20127052 2295797 VT3 Valley 1 1 �JWM-WIENCKE Job Reference (optional) Builders First SGUrCe, Plant City, FL-32566, 8.240 s Mar 9 2020111 Industries, Inc. Man May 4 14:33:312020 Page 1 ID:gRBWmSlClgtlnMGNRnJ%UzV49h.gUwgMM3quHaFTp47hw9bVJBJ%8JAJZLeAPOGVgzJdo 2x4 i 3.6 It LOADING last) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 Scold: 31V=1' CSL DEFL. In (loc) I/de8 L/d PLATES GRIP TO 0.73 Vert(LL) Na - trial 999 MT20 2441190 BC 0.41 Vert(CT) Na - We 999 WB OAS Horz(CT) -0.00 3 n/a We Matrix-P Weight: 21 lb Ff=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6J8, 3=6-3-6, 4=6-3-6, 5=6-3-6 Max Horz 1=172(LC 10) Max Uplift 1=-66(LC 10), 3=426(LC 15), 4=270(LC 3), 5=664(LC 10) Max Grav 1=157(LC 15), 3=489(LC 10), 5=875(LC 15) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-181/381 WEBS 2-5=-728/1554 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=5911; L=44ft; eave=5ft; Cat. II; Exp D; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 3 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s)1 except Qt=1b) 3=426,4=270,5=664. JER'PE IV , i No 22839 OF ::�Z4/Z Walter P. Finn PE No.22839 MRek USA. Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Ver1ly design paramerem andREADNOTES ON7NIS AND INCLUDED MITENREFERENCEPAGE MIf-7473 ev, mal"015 BEFORE USE. assess Design valid forum only WM MRek®ocnne uds. This design is based only upon paramete n Chown, and Is far an individual building compcnen, not a Miss system. Before use, the building designer must wary Me applicability of design parameters and property lncmpoante Ws design Into Me overall Y buildingdeslgn. Bracing lndladted is M prevent buckling oflndiNdual Was web mayor chaN members only. Additional temporary and permanent tang Mffek' Is always ma ired for stability and to prevent collapse with passible personal injury and property damage. ForgenamiguldanceregaMing Me fum.tion.sM.P.degvery, erection and banning of masses and Miss systems, see 01SUIP11 Quality Whale, DSB89 and BCSI Building Campmmnt 6904 Parke East Blvd. SayerylnPormadon available ham Tams Plate Institute, 218 N. Lea Street, said 312, Aleamarla, VA 22314. Tampa. R 361310 Job Truss Truss Type Oty Ply T20127053 2295797 V174 Valley 1 1 �JWM-WIENCKE Job Reference (optional) Builders First Source, Plant City. FL-32566, 2x4 LOADING (psQ SPACING- 2-M CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-3-6, 3=4-3-6 Max Hom 1=106(LC 10) Max Uplift 1=72(LC 10). 3=117(LC 10) Max Gmv 1=139(LC 15), 3=151(LC 15) FORCES. gb)-Max. CompJMan.Ten.- Altforces 250(lb) or less except when shown. TOP CHORD 2-3=131/281 8240 s Mar 92020 MiTek Industries, Inc. Mon May 4 14:33:32 2020 Page 1 ID:gR8WmS1Cl gtlnMGiYRnJXUzY49hACUCai4Sfbi65mJEdgg2 WkZ7Y6B27poP3mp17zlrtn Scale=1:11.8 2.4 II DEFL. In ([do) Vdefl L/d PLATES GRIP Vert(LL) nfa - n/a 999 MT20 244/190 Vert(CT) Na - me 999 Horz(CT) 0.00 n/a BIG Weight: 14111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-4-0GO pudins, except end vencals. BOTCHORD Rigid ceiling directly applied or l0-M GO bracing. NOTES- 1) Wind: ASCE 7-10; Vult=l7Umph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=59ft; L=4411; eave=511; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 1001b uplift at Joini(s) 1 except Ot=lb) 3=117. \,11111111///r� ER P- P, -, .` `� • G E f1% S ti ��� No 22839 OF ;�4t7 Walter R Rnn PE No.22839 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ® WARNING -Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rov. 7 MV2015 BEFORE USE D.sign valld for use ony coin MRekS....FArs. This design is based Only upon parameters shaven, and Is bran indiAltrat bueding component, not a Was system. Before use, be Building designer must verity the applicability of design parameters and properly lncomomte Mis design lino the overall buldingdeslgn. Bmcingindlwtedlstopmv ntbucWingdlndNldualtwmv bandlorOoNmembemcnly. Add'Nonaltemporaryand Permanent bidding MiTek' Is aWays required for sleblllyand to prevent collapse Win possible personal injury and pmparydamage. Forgenereguidanceregardingthe fabrication. storage. delivery election and bracing Illnesses W sses and ss systems, see ANSUPIIOedity CdMda,DSB-e9endBWIBollding Component Saldylnys.0on evallaryle fmm Tmss Plate Inst9me, 218 N. Lee Street, Suit.312, Alesan4da, VA22314. 69W Parka Usk Blvd. Tampa. FL 3010 Job Truss Truss Type CRY Ply JWM-WIENCKE T20127054 2295797 VTS Valley 1 i Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 i 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon May 414:33:35 2020 LOADING (psg SPACING- 2-M CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - file 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 SCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 2 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER. TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-3-6, 2=2-3-6, 3=2-3-6 Max Horz 1=49(LC 10) Max Uplift 1=-33(LC 10), 2=-62(LC 10) Max Grav 1=64(LC 15), 2=54(LC 15), 3=32(LC 3) FORCES. (to) -Max. CompJMax.Ten. - All forces 250(I1h) or less except when shown. Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 6lIn FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 24-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=59ft; L=4411; eave=5ft; Cat. II; Exp D; Encl., GCpi=O.i8; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSI/ ­PI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 no uplift at joint(s) 1, 2. 111111111111111, `���� �I SR P, �````�P••�CEN. tit,rrrr No 22839 rrrr'''sS'oll N A; 0"i�,,,, Walter P. Finn PE No.22839 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 4,2020 ®WARNING-Vetw, dealtro, -mrsand READ NOTES ON THIS AND INCLUDED MITEK REFER£NCEPACE MV-7473rev. 1MV2015 BEFORE USE. Dusign valid for use tur ywim Mmelop connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��- a toss system. Before use, me building designer must verify me applicability adesign parameters and Popery twomamte Nis design Into the overall buildingdesign. Bracing indicated is to prevent buckling Of lndMetod truss was Artier chord members only. Addi5onel temporzry and permanent bracing MiTek' is always expired for stabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ma labdoagon,st-BaR,delivery. eredan and bracing of busses and toss system=, see ANSUP11 Quality Ctl(erls, DS"9 and BCSI Building Component 6904 Palle East Blvd. Sawrinennotion avagablefmm Tmss PiatelnsUUe,218N.Lee StreeLSuite312,Ak ndda,VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION �jLII i�F 1 �r43t Center plate on joint unless x, y I L- wN \4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-111fir 14, For 4 x 2 orientation, locate plates 0- v+" from outside edge of truss. This symbol indicates the required direction of slots In connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION - Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSVI-PI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DS13-89: 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 I dimensions shown in xteenths w (Draings not to scale) �-I9 ■ P7rI I1970U1V01.� JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved M� M1 0 MiTek0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of 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 ANSI/TPI 1. B. 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 buss 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 cut or alter truss member or plate without prior approval of an engineer. 17. Install and bad vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. Builder: Cash Tony Conant OnL ne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrt JobNo: 2295797 Elevation: Option: A 1 Jnt-2 8.0 Jnt-12 8.0 Gavi[y: Uplift: ll)31bs -1415 Ras Gravity] Uplift 731bs -14151bs 1 Jnt-8.0 Jnt-11 3.0 Gravity: aviry: Uplift: I855Ibs .1415lbs Gaviry: Uplift: 186016s -14151bs A2 Jnt-2 8.0 Jnt-11 8.0 Gravity: Uplift: 3817I6s -1415lbs Gravity; Uplift: 1837 lb, -1415lbs A3 3 Jnt-28.0 Jnt-108.0 Gravity:. Uplift 38251bs .1415Ibs Gravity: Uplift 38251bs .1415lbs AGR 1(2Ply) Jnt-2 8.0 Jnt-12 8.0 Gravlty: Uplift: 37S816s 2455 Ibs Gravity: Uplift: 431016s .2789 fat AH11 1 Jnt-2 8.0 Jnt-10 8.0 Gravity: Uplift: 1749Its -14151bs Gravity: Uplift 1749Its -1415 flat AH33 Jnt-2 8.0 Jnt-113.0 Gravity: Uplift: 17841bs -1415 Its GroviN: Uplift 1]841bs .1415Its AH15 1 Jnt-2 8.0 Jnt-10 8.0 Gravity: Uplift 1]901bs .14151bs Gravity. Uplift I7901bs -1415 Ibs AH17 1 Jnt-2 8.0 Jnt-12 8.0 Gravity: Uplift 1775 lbs -1415 Its Gaviry: Uplift 1]]5 lbs .1415 lbs AH39 1 Jnt-2 8.0 Jnt-118.0 Gaviry: Uplift 38351bs -1415 Ibs Gravity: Uplift: 18301bs -1415lbs AH21 1 Jnt-2 8it Jnt-118.0 Gaviry: Uplift 1817Ibs -1415 Ibs Gravity: Uplift 1817Ibs .1415 Ibs AH7 1 (2PIy) Jnt-2 8.0 Jnt-13 8.0 Jnt-30 &0 Gravity: Uplift 1968Ibs .1507Ibs Gravity: 3827Its Uplift .30511bs Gavity: Uplift-0451bs 4141bs AH9 1 Jnt-2 8.0 Jnt-14164.0 Gravity: Uplift: 1081 Ibs .917Its Gravity] Uplin: 218Ibs(pit) .176 Its(plf) B 3 Jnt-2 8.0 Jnt-7 3.0 Gravity: Uplift 90016s .797lbs Gravity: Uplift: 811 lba .513 Its B1 1 Jnt-2 8.0 Jnt-9 1.5 Gravity: Uplift 103916s -623lbs Gravity: Uplift 9081bs 431lb, B2 1 Jnt-2 8.0 Jnt-7 1.5 Gravity: Uplift 1132lea .611 lbs Gaviry: Uplift: 964lbs -042165 B3 1 Jnt-2 8.0 Jnt-8 1.5 Gravity Uplift: 1144lips -597lbs Gravity : Uplift 9881bs 457Ibs B4 1 Jnt-2 8.0 Jnt-8 1.5 Gaviry: Uplltt 11551bs -583Ibs Gavity: Uplift 102116s -47616s Created: 514/20204:10 PM Version 4.1.9.1 Printed Out: 6/4/2020 429 PM 1 of 4 0 Builders Frst8ource, Inc. 2002 Builder: Cash Tony Conant OnL ne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrt JobNo: 2295797 Elevation: Option: BGR 1 Jnt-8 1.5 Jnt-6 1.5 Gravity: Uplift: 23981bs -946lbs Gravity: Uplift: 26281bs -126]lbs BH7 1 Jnt-2 8.0 Jnt-6 8.0 Gravity: Uplift: 1505 lbs -12481bs Gravity: Uplift: 150S We .124816s BH9 1 Jnt-2 8.0 Jnt-7 3.0 Gravity: Uplift: 8821Its .786 lbs Gravity: Uplift: 809 lbs -534 lbs C Jnt-2 8.0 Jnt-0 8.0 Gravity: Uplift: 621 lbs -963 lbs Gravity: Uplift: 497 lbs -721 Its CHS 1 Jnt-8.0 Jnt-5 8.0 Gravity: G Uplift: 8461bs .1236 Its Gravity: Uplift: 72016s -995 Its 01 10 Jnt-Gr 8.0 Jnt-3 1.5 Jnt-0 1,5 Gravity: Uplift: 255165 -4441bs Gravity: Uplift: BS lbs .36 lbs Gravity: Uplift: 96165 .38 lbs GIA 1 Jnt-1 8.0 Jnt-3 1.5 Jnt-2 1.5 _ Gravity: Uplift: 38 lbs .16 lbs Gravity: Uplift: 12Its -5 lbs Gravity: Uplift: 33 lbs .35 Its U16 1 Jnt-1 8.0 Jnt-3 1.5 Jnt-1.5 Gravity: Uplift: 1171bs .57 lbs Gravity: Uplift: 4a lbs 0Its Gravity: Uplift: lOG lbs -106Its 01C 2 Jnt-2 8.0 Jnt-3 1.5 Jnt-0 1.5 Gravity: Uplift: 243165 406 Its Gravity: Uplift: 911bs .17lbs Gravity: Uplift: ]B lbs .26 lbs 010 2 Jnt-2 8.0 Jnt-3 1.5 Jnt-0 1.5 Gravity: Uplift 2341bs -380Its Gravlry: Uplift: 2d lbs -11 lbs Gravity: Uplift: SB lbs .10 lbs 03 9 Jnt-8.0 Jnt-3 1.5 Jnt-0 1.5 Gravity: G Uplift: 253165 415 Its Gravity: Uplift: 651bs .74 Its Gravity: Uplift 491bs -S81bs US 6 Jnt-2 8.0 Jnt-3 1,5 Jnt•4 Gravity: Uplift: 3261bs -349 Its Gravity: Uplift: 1431bs -147 lbs GravityIty : Uplift: 8716s 0Its D 1 Jnt-8.0 Jnt-19 3.0 G Gravity: Uplift: 65916s -619 lbs Gaviry: Uplift: 5171bs -3811bs D1 1 Jnt•2 8.0 Jnt-35 3.0 Gravity: Uplift: 6801bs -620 Its Gravity: Uplift: SD Ibs -390lbs D2 1 Jnt-2 8.0 Jnt-6 1it Gravity: Uplift: 69216s .5931bs Gravity: Uplift: 5391bs -a17Ibs D3 1 Jnt-2 8.0 Jnt-7 1.5 Gravity: Uplift 702 lbs -577 lbs Gravity: Uplift: 554 Its 4331bs D4 1 Jnt-8.0 Jnt-1.5 G Gravity: Uplift: 7061b .556 lbs Gs Gravity: Uplift: 5871bs 4S4 Its DS 1 Jnt-2 8.0 Jnt-8 1.5 Gravity: Uplift: 7041bs -533 Its Gravity: Uplift: 627 lbs 477lbs II® Il��iilll I� DGR 1 Jnt•8 1.5 Jnt-6 1.5 Gravity: Uplift: 181916s -3080 lbs Gravity: Uplift: 17691bs .1287 lbs Created: 5/42020 4:10 PM Version 4.1.9.1 Printed Out: 5/4/2020 429 PM 2 Of 4 0 Builders RrstSource, Inc. 2002 Builder: Cash Tony Conant OnL ne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtJobNo: 2295797 Elevation: Option: DH2 1 Jnt-G 8it Jnt-19 3.0 Gaviry: Uplift: 60216s -66516s Gaviry: Uplift: 5081bs -38116s _ DH3 1 Jnt-18.0 Jnt-4 8.0 Gaviry: Uplift: 4"lbs .308Its Gravity: Uplift: 46416s .308Its I� E13 1 Jnt-2 8.0 Jnt-4 1.5 Jnt-3 1.5 Gravity: Uplift: 2611bs .342lbs Gravity: Uplift: 521bs 0lbs Gravity: Uplift: 661bs -67Ibs E13A 2 lnt-2 8.0 Jnt-4 1.5 Jnt-3 1.5 Gravity: Uplift: 2]1lbs -353lbs a Gviry: Uplift: 601bs 01bs Gaviry: Uplift: 7916s .76Its 3 Jnt•8.0 Jnt-3 Jnt-41.5 Gravity: aviry: Uplift: 3121b 480lbs avitys Giry: Uplift: 13016s 464lbs Gravity: Uplift: BJ Ibs .105 its /J EJ7 17 Jnt-2 3.0 Jnt•3 1.5 Jnt-4 1.5 Ga Uplift: d031bs .382Its Gravity: UpIIk: 18616s .202Its Gvity: aviry: Uplift: 1361bs .71bs HJ2 1 Jnt-2 8.0 Jnt-5 3.3 Jnt-4 1.5 Gavity: uplift: 4511bs -821 Its Gravity: Uplift: 6221bs -28q lbs Gravity: Uplift: 311bs -22Ibs cont HJ2 1 Jnt-3 1.5 Gaviry: Uplift: 63Its .39lbs H13 2 Jnt-8.0 Jnt-5 3.3 Jnt-4 1.5 G Gravity: Uplift: 3]]I1s -68q lbs GGravity:Gvity: Uplift: 6911bs -1631bs aviry; Uplift: 58Ibs Ill, cont HJ3 2 Jnt-3 1.5 Gravity: UpIIk: 65lbs -92lbs 1-1J5 2 Jnt-2 8.0 Jnt-4 1.5 Gaviry: Uplift: 387Ibs -S78lbs Gravity: Uplift: 113lbs -0O lbs cont HJ5 2 Jnt-3 1.5 Gravity: Uplift: Id416s -191lbs HJ7 3 Jnt-2 8.0 Jnt-4 1.5 Gravity: Uplift: 439lbs .589 Its Gavity: Uplift: 139lbs -176Its (cont) HJ7 3 Jnt-51.5 Gaviry: Uplift: 2591bs .219Ibs I 3 Jnt-B.o Jnt-8.0 G Gravity: Upllk: g161bs .6581bs Gravity: Uplift 4161bs -6581bs 11 1 Jnt-1 1.5 Jnt-5 1.5 Gravity; Uplift: 292lbs -218lbs Gravity: Uplift: 292 Its -218lbs 12 1 Jnt-9 1.5 Jnt-6 1.5 Gravity: Uplift: 28216s .210lbs Gravity: Uplift: 2821bs -210Its 13 1 Jnt-9 1.5 Jnt-6 1.5 Gravity: Uplift: 282Its -2101bs Gravity: Uplift: 282lbs -2101bs 14 1 Jnt-5 1.5 Jnt-4 1.5 Gravity; UpIIk: 2881bs -215lbs Gravity: Uplift: 2881bs -2151bs Created: 51420204:10 PM Version4.1.9.1 Printed Out: 6/42020 4:29 PM 3 014 0 Builders Finr*G lrce. Inc. 2002 Builder: Cash Tony Conant OnLlne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtlobNo: 2295797 Elevation: Option: Jnt-6 108.0 , USE Gravity: 1o91bs (pIQ 1 Uplift: -1lg lbs(pq 1nt-165.9 VFl Gravity: 711bs 1pIQ 1 Uplift: 47lbs (pIQ Jnt•141.9 Gnvlry: 631bs (pill VT2 1 Uplift: 42 lbs (pIQ Jnt-175.4 VF3 Gravity: 2311bs (pIQ 1 Uplift: .2271bs (pIQ lnt-151.4 Gmviry: 67Ibs (pIQ VTa 1 Uplift: 45lbs(pIQ Vi5 Jnt-127.4 Gravity; 6516s (pIQ 1 Uplift: -39lbs(pIQ Note: The mallons shown an this page are summarized from the Truss Design Drawings. Referto the Pmlen Truss Design Drawings forfurther details orveriflcation. Created: 5/4/2020 4:10 PM Version 4.1.9.1 Printed Out: 5/4/2020 4:29 PM 4 Of 4 0 Builders FlrstSource, Im. 2002 Builder: Cash Tony Conant OnLlne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtlobNo: 2295797 Elevation: Option: A 1 Jnt-Gr 8.0 Jnt-12 8.0 Gravity: Uplift: 1]]316s -1415 Its Gravity: Uplift: 177316s -1415 Its Al 1 Jnt-2 Jnt-318.0 Gravity: Gravity: Uplift: 1855 Its -24151bs Gaviry: Uplift: 386016s -1415 lbs A2 1 Jnt-2 Jnt-11 8.0 Gravityity : Uplift: 181]Ibs -1415 lbs Gravity: Uplift: 1817 IN -1415 lbs A3 3 Jnt-2 8.0 Jnt-SO 8.0 G aviry: Uplift: 102516s -1415 lbs Gaviry: Uplift: 182516s -1415 lbs 1 (2Ply) Jnt-8.0 Jnt-12 8.0 Gravity: aviry: Uplift: 3750Ibs -24551bs Gaviry: Uplift: 42101bs -2789 lbs AH11 1 Jnt-2 8.0 Jnt-10 8.0 Gaviry: Uplift: 17491bs -141516s Gravity: Uplik: 17491bs -1415 lbs .� AH13 1 Jnt-2 8.0 Jnt-118.0 Gravity: Uplift 17841bs -1415 lbs Gravity: Uplift: 17Mlb, -14151bs AH15 1 Jnt-2 8.0 Jnt-10 8.0 Gravity: Uplift: 17901bs -1415 lbs Gravity: Uplift: 1790 Its -1415 lbs AH17 1 Jnt-2 8.0 Jnt-12 8.0. Gravity: Uplift: 177516s -1415 Ill Gravity: Uplift: 1A51bs -1415 lb, AH19 1 Int-2 8.0 Jnt-118.0 G aviry: Uplift: 1825165 -1415 Its Gravity: Uplift 18301bs -1415 lbs AH21 1 Jnt-BA Jnt-118.0 G aviry: Uplift: 3617Ibs -1415 lbs Gaviry: Uplift: 1817Ibs -14151bs AH7 1 (2Ply) Jnt-2 8.0 Jnt-13 8.0 Jnt-10 8.0 Gravity: Uplift: 1868 Its -15071bs Gravity: 3827 lbs Uplift:-30511bs Gaviry: Uplift 414 lb5 4451bs AH9 1 Jnt-2 8.0 lnt-14 1154.0 Gravity: 1081 lbs .917 lbs Gaviry: Uplift: 21816s Ip14 1bUplit -176 B 3 Jnt-2 8.0 lnt-7 3.0 Gravity: Uplift: 900 lbs -7971bs Gravity: Uplift: all lbs -5131bs B1 1 Jnt-2 8.0 Jnt-9 1.5 Gravity: Uplift: 1039 lbs -623 lbs Gaviry: Uplift: 908 lb, 431 lbs B2 1 Jnt-2 8.0 Jnt-7 1.5 Gravity: Uplift 11321bs .6111bs Gravity: Uplift 964 lb, 4121bs B3 1 Jnt-2 8.0 Jnb81.5 Gravity: Uplift: 11"lbs -597 Its GavitA Uplik: 9881bs 4571bs B4 1 Jnt-2 8.0 Jnt-8 1.5 Gravity: Uplift 1155 lbs -581 lbs Gravity: Uplift: 1021 lbs 476 lbs Created: 5/4/2020 4:10 PM Version 4.1.9.1 Printed O& 51412020 429 PM 1 of 4 0 Builders FirstSource, Inc. 2002 Builder: Cash Tony Conant OnLlne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtlobNo: 2295797 Elevation: Option: BGR 1 Jnt•B 1.5 Jnt-1.5 Gravity: Uplift: 23981b -9461bs Gs Gravity: Uplift: 26261bs -1267 lbs 1 1nb2 8.0 Jnt-6 8.0 Gaviry: Uplift: 1505 Its .1248 Its Gaviry: Uplift: I505Ibs .1248 lbs eclBH7 BH9 1 Jnt-2 8.0 Jnt-7 3.0 Gravity: Uplift 882 lbs -786 lbs Gravity: Uplift: 909 Its .534lbs C 1 Jnt-G 8.0 Jnt-Gr 8.0 Gravity: Uplik: 6211bs .9631bs Gaviry: Uplift: 497Ibs .721 lbs CHS 1 Jnt-2 8.0 Jnt-5 8.0 Gravity: Uplift: 8441bs -1236 Its Gravity: Uplift: 72016s .995 Its G� C11 10 lnt-Gr 8.0 Jnt-3 1.5 Jnt-4 1.5 Gravity: Uplift: 2551bi -0441bs Gaviry: Uplift: 851bs -3611bs Gaviry: Uplift: 961bs -38lbs C11A 1 Jnt-1 8.0 Jnt-3 1.5 Jnt-2 1.5 Gavlry: Uplift: 38 Its -16 lbs Gavit y: Uplift: 12lbs -5 Its Gravity: Uplift 33 Its -35 lbs CI1B 1 Jnt-1 8.0 Jnt-3 1.5 Jnt-2 1.5 Gravity: Uplift: 117 Its .57 Ibs Gravity: uplik: 4416s Ilbs Gravity: Uplift: 100 Its -106 lbs CJ1C 2 Jnt-8.0 Jnt-3 1.5 Jnt-Gr lit G roviry: Upilft 406 Its Gravity: Uplift: 51 lbs -17Ibs Groviry: Uplift: ]B lbs -26 lbs U1D 2 Jnt-2 8.0 Jnt-3 1.5 Jnt-4 1.5 Gravity: Uplift: 2341bs -380Its Gravity: Uplift: 241bs .1116s Gavity: Uplift 5816s A0Its I� CJ3 9 Jnt-2 8.0 Jnt-3 1.5 Jnt-Gr lay Gaviry Uplift: 2531bs -015Ibs Gravity: Uplift: 651bs -74 Its Gray: vit: Uplift 491bs -Solos 6 Jnt-8.0 Jnt-3 1.5 Jnt-1.5 Gravity: avity: Uplift: 32616s -349 Its Gavity: Uplift: 14316s -1471bs Gravity: G Uplift: e]Ibs 0[as D 1 Jnt-2 8.0 Jnt-19 3.0 Gaviry: Uplift 6591bs -619 Its Gravity: Uplift: 517 His .381 Its Dl 1 Jnt-2 8.0 Jnt-15 3.0 Gravity: Uplift: 68016s -510lbs Gravity: Uplift: 617 Ibs -390 lbs D2 1 Jnt-2 8.0 Jnt•1.5 Gravity: Uplift: 6921bs -593 lbs Gravity: Uplift 5391bs 417lbs D3 1 Jnt-2 8.0 Jnt-7 1.5 Gravity: Uplift: 702 lbs -577 Its Gravity: Uplift: 554 Its .433 lbs D4 1 Jnt•8.0 Jnt-1.5 G aviry: Uplift: 70616s -556Its G aviry: Uplift: 587Ibs 4541bs D5 1 Jnt•2 8.0 Jnt-8 1.5 Gravlry: Uplift: 704 lbs -53316s Gaviry: Uplift: 62]Ibs -477 lbs II 11�1 �j DGR 1 Jnt-1.5 Jnt-6 1.5 �JI G aviry: Uplift: 18191bs -Iolr lbs Gaviry] Uplift: 17491bs .1297 lbs Created: 5/4/2020 4:10 PM Version 4.1.9.1 Printed Out: 5/4/2020 429 PM 2 of 4 ® Builders FrstSome. Inc. 2002 Builder: Cash Tony Conant OnLlne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtlobNo: 2295797 Elevation: Option: DH2 1 Jnt-2 8.0 Jnt-19 3.0 G Gravity: Uplift: 6021bs -665 Its Grzvl[y: Uplift: SOB Its -3811bs DH3 I Jnt-1 8.0 Jnt-4 8.0 Gravity: Up,. 4641bs -308lbs Gravity: Uplift: 4641bs -308 its r� E13 I Jnt-2 8.0 Jnt-4 1.5 Jnt-3 1.5 Gravity: Uplift: 2611bs -3421bs Gravlry: Uplift: 521bs 0lbs Gravity: Uplift: 6616s -67Its E1 2 Jnt-B.ty Jnt-4 1.5 Jnt-3 1.5 G3A aviry: Uplift: 271 lbs .353 Its Gravity: Uplift: 601bs 0lbs Gravity; Uplift: 791bs -761bs /J EJ$ 3 Jnt-2 8.0 Jnt-3 1.5 Jnt-4 1.5 Gravity: Uplift: 33216s 480 lbs Gravity: Uplift: 1301bs -164 lbs Gravity: Uplift: 87Ibs -1051bs EJ7 17 Jnt-8lt Jnt-3 1.5 Jnt-0 1.5 G aviry: Uplift: 401 Has -382 lbs Gravity: Uplift: 18416s .2021bs Grzviry: Uplift: 1361bs -]Ibs HJ2 1 Jnt-Gr 8.0 Jnt-3.3 lnt-0 1.5 Grzviry Uplift: 4511bs 421 lbs G: Gravity: Uplift: 6221bs .2841bs Gravity: Uplift: 31165 -22 lbs cont HJ2 I Jnt-3 1.5 GraviM Uplift: 63lbs .39 lbs HJ3 2 1nt12 8.ty Jnt-5 3.3 Jnt-01.5 Gravity: Uplift: 377Ibs E84 lbs Gravity: Uplift: 091165 -1631bs Gaviry: Uplift: Selbs Olbs cont HJ3 2 Jnt-3 1.5 Gravity: Uplift: 65 Its .92 lbs HJS 2 Jnt-2 8.0 Jnt-4 1.5 Gravity: Uplift: Wits -578 lbs Grzviry: Uplift: 113 lbs -0Dlbs cont HJS 2 Jnt-3 1.5 Gravity: Uplift: 1441Its -191 lbs HJ7 3 Jnt-2 8.0 Jnt-4 1.5" Grzvlty: Uplift 439 Its .589 lbs Gavlry: Uplift: 139 IIU -176Its cont HU 3 Jnt-51.5 Gaviry: Uplift: 259 lbs -218 Its I 3 Jnt-2 8.0 Jnt-4 8.0 Gravlry: Uplift: 43616s -658 lbs Gravity: Uplift 4161bs -658 Its 11 1 Jnt-1 1.5 Jnt-5 1.5 Gravity: Uplift: 292 ibs -218lbs Gravity: Uplift: 292 lbs -218 lbs 12 I Jnt-9 1.5 lnt-b 1.5 Gravity: Uplift: 282 flat -2101bs Gravity: Uplift: 2821bs .210 lbs 13 I lnt-9 1.5 Jnt-6 1.5 Gaviry: Uplift: 282 lbs .2101bs GrzviM Uplift: 282 lbs -310 Its 14 1 Jnt-51.5 lnt-01.5 Gravity: Uplift: 2881bs .215 lbs Gravity. Uplift: 2881bs .215 lbs Created: 5/4120204:10 PM Version4.1.9.1 Printed Out: 5/4/2020 4:29 PM 3 of 4 ® Builders FIrstSource, Ine. 2002 Builder: Cash Tony Conant OnL ne Job No: Subdivision: WIENCKE RES Pick Ticket: Jurisdiction: Sales No: State: FL Acct No: Lot: A3 Ship Date: Model: WIENCKE RES Designer: Castillo, Carmen Shipment: All AppWrtlobNo: 2295797 Elevation: Option: Jnt-6 300.0 IGE Gravity] 3091bs (pIQ 1 Uplift: -1181bsiplf) Jnt-165.9 VTl Gravity: 71 In,(pl0 1 UpliR: 47Its (plt) Jnt-141.9 Gravity: 63Its IP10 VT2 1 Uplift: 42Its (plf) Jnt-1 75.4 VT3 Gravity: 2311bs (pIQ 1 UpliR: .22711 Jnt-1 51.4 6raviry: 6T Ibs (plf) VT4 1 Uplft: 451bs(plo VI'$ Jnt-127.4 Groviry: 6516s (pl0 1 Uplift: -39lbs (pl0 Note: The matrons shown on this page are summarized from the Truss Design Drwings. Refer to the Project Truss Design Drawings for further details or verification. Created: 5142020 4:10 PM Version 4.1.9.1 Printed ON: 5/4/2020 4.29 PM 4 Of 4 0 Builders FirstSource, Inc. 2002