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Home My WebLink AboutTruss181 811 3' 01 10' 7 1/2" 5' 9 J2" 7' 10" , o N 7 t) LL1 M I m m J11 m it 0 0 EJ53 O EJ52 „ a O Y 5!3 in w m EJ51„ ,r LU EJ51 _ 2 EJ51 in 7 2" ' (1)L0 n � r- � E. 51 : CJ1 0 CJ3 CJ5 C6 Q o r\ N C5 = C4 0 C3 1 C2 1' 7 3/4" C1 ... 1' 11 3/4" 0 C7 M - 0 C8 - C9 0 C10 C11 0 C12 0 - C13 w� CJ5 0 r. CJ3 CJ1 -% 0 co h W V8 ?L N m V5 \\7t�fl in M r Ors , Ors - 0" 12' 0" 12r Orr — 28' rr 17 4 1/2 it OP of BEAM @ 12'-0" BEAMS BY OTHERS m -m m m m m m _ a ' p'r. , r 011', .'.2.' Oar. a F �0 r f, ^' 5 c Q '{ q r _ 15' 0" 17' 0" ILJ w w w w w w w U �3 - CJ1 0 HIGH HEEL s - HELD BACK 1" M L_z.__.4,...z• G2 al a s a Q ¢ a a 4 EJ72 Oil: pn = pn pn i pn i pn i n , p p p pn pn 11 pn;, !_J7 M s' 81' 8" ZD V (9 J U 0 r 7' 0" ip Ln Ln Hatch Legend TRUSS END DETAIL PLUMB CUT OVERHANG _ 7 4-3/16 HEEL HEIGHT L Ln EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 cAUTIC)Nfl! DO NOT ATTEMPT TOE ERECT TRUSSESWITHOUT REFERRING TO ' THE ENGINEERING DRAWINGS AND' BSCI-B1 SUMMARY SHEETS, ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS., 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 19 HTU26 HTU28 H H US26-2 HGUS26-2 2 HGUS26-2, HG US28-3 O CONN: BY OTHERS' ryI EJ71 EJ71 REVI EJ71 CODE _E,PPRo'v`kt) ST. LU GI w._ D2 APPROVES AS CORRECTED P,EV18E AND RESUBNh`•F . CJ3 i QF YOUR INFORMATION AND USE j-J 1NCCWPLETF sUBMITTAL CJ1 � NOT APPROVED necking is only for conformance with the design pt of the Project and compliance with the �r ation givenin the Contract Uorume�sts, responsible for. dimens+cns to be Cj A con'ir r etJ arm co reiated at file tuf ste; for ,i., to trte tab-ication snfrrr t a',n s fhot r irlar ;.on; and for Gout dlnatrr,r ui``L±J'�� v'i►,,��L{,' B% s .• p' Date y BUILDER: )PORT SAINT LUCIE PROP P me. o'NEIL DEL: CUSTOM ADDRESS: 38 SOVEREIGN WAY LOT f BLOCK: - COUNTY: ST LUCIE CITY: I FORT PIERCE DRAp EE. OOPY JL JOB # : 2419665 DATE: 08/17/20 SCALE: NTS ' of C�_ - - '..PL ° REVISIONS: S10"11 • 0 1. 2. - 3. MAIN' WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT - - -- ASCE7-10 4' WIN ENCLOSED This Drawing Must Be Approved And EXP SURE CATEGORY D Returned Before Fabrication Will OCC I JPANCY CATEGORY II Begin. For Your Protection Check All WIN LOI D 166 MPH Dimensions And Conditions Prior To *TR SE, HAVE BEEN DESIGNED FOR A ',10.0 PSF Approval Of Plan. Builftrs BO OM, CHORD LIVE LOAD NONCONCURRENT WITH ANN THER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. �r TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5476 TOTAL: 45 PSF TOTAL: PSF DURATION: 1.26 DURATION: MAIN WIND FORCE RESISTING SYSTEMIC•C HYBRID IMPORTANT WIND ASCET-10 ENCLOSED TM1IS Grewing Must Be Approved And EXPOSURE CATEGORY D Retumed Before Fabrication Will OCCUPANCY CATEGORYII WIND LOAD 165 MPH Begi, For Your P-11.n Cheek All Dimsn.I... And Conditl— Prio, To 'TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approve) Of Pian. BOTTOM CHORD ME LOAD ANY OTHER ME LOADS NONCONCURRENT WITH SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. ROOF LOADING FLOOR LGAGING TCLL 20 PSF TCLL: - PSF TCDL 15 PSF TCDL PSF BCDL: 10 PSF BCDL - PSF By Date_ TOTAL: d5 PSF TOTAL,-- PSF DURATION: 1.25 DURATION: - CAUTIONM 00 NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. Re. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTAW NG TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS OF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING BackcM1arBec Wit Nat Be Accepted ReBa,dleee of F,Uit Without Prier NOUBCatlon By Customer WHhh, 48 Hours And In..Migatlon By Builders FlrstSoume- NO EXCEPTIONS. The General Csn4acts, le Responsible For All Connecgons Olhe, Than Truss to Truss, Gable Shear Well, And Connectlons Temporary and Permanent Bracing, And Ceiling And Root Olaphmgm COnneclIn'. TRUSS CONNECTION LIST QTv PRODUCT LUS24 19 HTU26 HTU28 HHUS26-2 HGUS26-2 2 HGUS28-2 HGUS28-3 O CONN. BY OTHERS BUILDER: PORT SAINT LUCIE PROP RES: O'NEIL MODEL: CUSTOM ADDRESS: 38 SOVEREIGN WAY LOT/BLOCK: COUNTY: ST LUCIE CITY: FORT PIERCE DRAWN BY: JL JOB A : 1 2419565 DATE: 0811T12o SCALE: NTS REVISIONS: 1. 2. 3. 4. L\Builders RstSoume T01 & KINGS HIGHWAY FORT PIECE, FL 34545 PR (772) - 461 M75 W1 0 MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2419565-PSLP-38 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: O'NEIL Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: . Address: 38 SOVEREIGN WAY — City: City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: i 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: 165 mph Roof Load: 45.0 psf Floor Load: N/A psf I This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21035810 Al 8/17/26 15 T21035824 B7 8/17/20 2 T21035811 A2 8/17/20 16 T21035825 B8 8/17/20 3 T21035812 A3 8/17/20 17 T21035826 B9 8/17/20 4 T21035813 A4 8/17/20 18 T21035827 B11 8/17/20 5 T21035814 A5 8/17/20 19 T21035828 C1 8/17/20 6 T21035815 A6 8/17/20 20 T21035829 C2 8/17/20 7 T21035816 A7 8/17/20 21 T21035830 C3 8117/20 8 T21035817 A8 8/17/20 22 T21035831 C4 8117/20 9 T21035818 B1 8/17/20 23 T21035832 C5 8/17/20 10 T21035819 B2 8/17/20 24 T21035833 C6 8/17/20 11 T21035820 B3 8/17/20 25 T21035834 C7 8/17120 12 T21035821 B4 8/17/20 26 T21035835 C8 8/17/20 13 T21035822 B5 8/17/20 27 T21035836 C9 8/17/20 14 T21035823 B6 8/17/20 28 T21035837 C10 8/17/20 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Lee, , ulius My license renewal date for the state of Florida is February 28, 2021. i IMPORTANT NOTE: The seal on these truss component designs is a certification " that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 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 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ♦�u u u �y�i W,Ius �.` •••\(',ENS •' �� No 34869 0 STATE OF T Jullus1ee PE No.34869 MiTek USA, Inc. FL;6eit 66m 6904-Parke East Blvd. Tampa FL 33610 Date: August 17,2020 Lee, Julius 1 of 2 MiTek" � MiTek USA, Inc. RE: 2419565-PSLP-38 - 6904 Parke East Blvd. Tampa, FL 33610-4115 r Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: O'NEIL Model: Lot/Block: . Subdivision: . Address: 38 SOVEREIGN WAY, . City: FORT PIERCE State: FL No. Seal# Truss Name Date 29 T21035838 C11 8/17/20 30 T21035839 C12 8/17/20 31 T21035840 C13 8/f7/20 32 T21035841 CJ1 8/17/20 33 T21035842 CJ3 8/117/20 34 T21035843 CJ5 8/17/20 35 T21035844 CJ11 8/1;7/20 36 T21035845 D1 8/17/20 37 T21035846 D2 8/117/20 38 T21035847 EJ3 8/1�7/20 39 T21035848 EJ4 8/17/20 40 T21035849 ER 8/17/20 41 T21035850 EJ31 8/17/20 42 T21035851 EJ32 8/ ;7/20 43 T21035852 EJ51 8P17/20 44 T21035853 EJ52 8/1,7/20 45 T21035854 EJ53 8/17/20 46 T21035855 EJ71 8/17/20 47 T21035856 EJ72 8/17/20 48 T21035857 EJ73 8117/20 49 T21035858 G1 8/17/20 50 T21035859 G2 8117/20 51 T21035860 HJ3 8/1,7/20 52 T21035861 HJ4 8/17/20 53 T21035862 HJ7 8/17/20 54 T21035863 HJ32 8/17/20 55 T21035864 PB1 8117/20 56 T21035865 PB2 8/17/20 57 T21035866 PB3 8/17/20 58 T21035867 V1 8/ 7/20 59 T21035868 V2 8/ 7/20 60 T21035869 V3 8/ 7/20 61 T21035870 V4 8/17/20 62 T21035871 V5 8/17/20 63 T21035872 V6 8/17/20 64 T21035873 V7 8/17/20 65 T21035874 V8 8/17/20 2 of 2 Job Truss Truss Type Qty Ply T21035810 2419565-PSLP-38 Al PIGGYBACK BASE 6 1 Job Reference (optional) Builders First Source, Plant filly, I-L - 32bbb, o./4U s Mar a ZU[U IVII I UK II IUUbUlUb, 111c. IVIUII r y I r UO.—ft. <U.0 ray. I ID:ajWjtFfleUEpwgykERXAM?yIE4v-zoDrs9MHiaeYEmlMGmjAJOroPPhcx1 a7bKB7Seyn?Oq 1-7-10 -1- 8.9-1 15-11-1 20-9-0 25-6-15 32-8.10 39-2-10 46-7-0 4 -7- -1-0 7-1-11 7-1-11 4-9-15 4-9-15 7-1-11 6-6-0 7-4-6 1-0 .� 1-7-10 Scale = 1:88.1 5x6 — 6.00 12 5x6. = 5x6 = OXO I I 21 20 19 18 17 15 14 ST1.5x8 STP = 5x8 i 4x6 = 7x10 = 5x8 = x 4x6 = 2x4 I 5x6 = I 5x8 = 8-95 74-6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.94 BC 0.91 WB 0.79 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.21 17-18 >999 360 -0.45 17-18 >999 240 0.16 12 n/a n/a 0.30 15-17 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 339 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied, except 6-8: 2x4 SP No.2 2-0-0 oc purlins (3-6-3 max.): 6-8. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. Except: 4-20: 2x6 SP M 26 6-1-0 oc bracing: 20-22 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 6-18, 7-18, 7-17, 8-17, 9-17 SLIDER Left 2x6 SP No.2 1-7-0 REACTIONS. (size) 2=0-6-10, 12=0-7-10 Max Horz 2=550(LC 11) Max Uplift 2=-1224(LC 12), 12=-1271(LC 12) Max Grav 2=2362(LC 17), 12=2421(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2759/1880, 4-5=-2621/1985, 5-6=-2599/2086, 6-7=-2211/2014, 7-8=-2575/2170, 8-9=-2930/2250,9-11=-3752/2598,11-12=-4450/2810 BOT CHORD 2-22=-1297/2677, 4-22=-467/409, 19-20=-800/1540, 18-19=-1379/2601, 17-18=-1247/2489,15-17=1913/3150,14-15=-2317/3820,12-14=-2317/3820 WEBS 4-19=-667/1178, 5-19=-443/428, 5-18=-289/390, 6-18=-536/840, 7-1 8=-601/455, 7-17=-225/341, 8-17=-560/841, 9-17=-1163/905, 9-15=-200/558, 11-15=-767/554, 11-14=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 15-11-1, Exterior(2) 15-11-1 to 244-14, Interior(1) 244-14 to 25-6-15, Exterior(2) 25-6-15 to 34-0-12, Interior(1) 34-0-12 to 47-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS fort 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 nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1224,12=1271. 8) Graphical pudin representation does not depict the size or the ;orientation of the purlin along the top and/or bottom chord. IC d N This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliob Lee PE'No. 34869 MTek,USA; Inc. FL Cert 6634 6604 Paike East BNd:Tampa F.L33610 bate: August 17,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035811 2419565-PSLP-38 A2 Hip 1 1 Job Reference (optional) tiuucers t-irst z)ource, mant city, rL - aZ000, ... ID:aj WjtFfleU EpwgykERXAM?yl E4v-vBKcHrOYECuGT4RIOBleORw6ODMoPvPP3egEXWyn?Oo 1-7-10 _ _1- 8-95 13-11-0 20-9-0 217-0 33-8-13 39-10-11 46-7-0 4 -7- -1-0 7-1-11 5-1-11 6-10-0 6-10-0 6-1-13 6-1-13 1.0- 1-7-10 Scale = 1:88.1 A 6.00 12 5x8 = 2x4 II 5x8 = 6 26 27 7 28 8 3 bx6 11 22 21 20 19 1 17 16 4x6 = ST1.5x8 STP = 4x6 4x6 = 4x6 =i4x6 = 5x8 = 4x6 = 5x6 = 5x6 = 5x8 = 7-10 8-9-1 13-11-0 20-9-0 27-7-0 36-9-12 46-7-0 -7-120 7-1-11 5-1-11 1 6-10-0 6-10-0 9-2-12 9-9-4 Plate Offsets (X Y)— [2:0-5-8 0-1-10] [4:0-1-8 0-2-0] [5.0-4-0 W-0] [6:0-6-0 0-2-81 [8:0-5-8 0-2-4] [12:0-3-0 0-0-31,[21:0-0-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.22 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 14-16 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.31 16-17 >999 240 Weight: 337 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. Except: BOT CHORD 2x6 SP No.2 *Except* 6-1-0 oc bracing: 21-23 4-21: 2x6 SP M 26 WEBS 1 Row at midpt 5-19, 6-17, 7-17, 9-16 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-7-0 REACTIONS. (size) 2=0-0-10, 12=0-7-10 Max Horz 2=494(LC 11) Max Uplift 2=-1224(LC 12). 12=-1271(LC 12) Max Grav 2=2369(LC 17), 12=2447(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24=-2751/1872, 4-5=-2618/1996, 5-6=-2627/2i48, 6-7=-2768/2311, 7-8=-2768/2311, 8-9=-3178/2377,9-11=4200/2792,11-12=-451F/2890 BOT CHORD 2-23=-1314/2634, 4-23=-476/427, 20-21=-837/1554, 19-20=-1363/2556, 17-19=1182/2483, 16-17=-1426/2600, 14-16=-2012/3264, 12-14=-2404/3886 WEBS 4-20=-582/1112, 5-20=-464/401, 5-19=-200/308, 6-19=-220/381, 6-17=-567/862, 7-17=-546/607, 8-17=227/327, 8-16=-529/1018, 9-16=-1004/846, 9-14=-283/685, 11-14=463/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 13-11-0, Exterior(2) 13-11-0 to 224-13, Interior(1) 224-13 to 27-7-0, Exterior(2) 27-7-0 to 36-0-13, Interior(1) 36-0-13 to 47-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 oad nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with, BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1224, 12=1271. 4 V This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliup:,Lee PE, No. 34869 MITO USA, Inc. FL Cart 6634 `8904 ParkeEast9lvd. Tampa FIL33810 Date: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based on1y1 upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21035812 2419565-PSLP-38 A3 Hip 1 1 Job Reference (optional) builders mrst Source, mant cny, rL - JZ300, ID:ajWjtFfleU EpwgykERXAM?yl E4v-saSMiXPomp8JNb7Vco6Ts?TV 134tpMiWx9KbPyn?Om 1-7-10 - -1 6-95 11-11-0 17-9-11 23-85 29-7-0 35-0-13 40-6-11 46-7-0 4 -7- -1-0 5-1-11 5-1-11 5-10.11 S-10-11 5-10-11 55-13 5-5-131-0- 1-7-10 Scale = 1:86A 5x6 = 5x6 = 5x6 = 3x6 = a nn 6 27 7 2829 8 930 4 0xtf II 22 21 20 4x6 = 17 4x6 = ST1.5x8 STP = 23 5ic6 = 5x6 = 4x6 4x6 = 5x8 = 5xfi = 5x8 = 5x8 = 37-9-12 8-10-0 LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.94 BC 0.88 WB 0.93 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.21 17-18 >999 360 -0.47 17-18 >999 240 0.15 13 n/a n/a 0.33 17-18 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 333 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. Except: 4-22: 2x6 SP M 26 7-0-0 oc bracing: 22-24 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-20, 8-18, 8-17, 10-17 SLIDER Left 2x6 SP No.2 1-7-0 REACTIONS. (size) 2=0-6-10, 13=0-7-10 Max Horz 2=438(LC 11) Max Uplift 2=-1224(LC 12), 13=-1271(LC 12) Max Grav 2=2314(LC 17), 13=2419(LC 18) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2732/1915, 4-5=-2355/1902, 5-6=-2610/2122, 6-7=-2304/2013, 7-8=-3040/2426, 8-9=-2962/2346,9-10=-3341/2483,10-12=4205/2854,12-13=-4479/2942 BOT CHORD 2-24=-1341/2538, 4-24=-356/331, 21-22=-797/1439, 20-21=-1324/2335, 18-20=-1629/2921, 17-18=-173213003, 15-17=-2112/3342, 13-15=-2462/3864 WEBS 4-21=-642/1093, 5-21=-7361516, 5-20=-091371, 6-20=-578/870, 7-20=1080/738, 7-18=-106/542, 8-17=522/399, 9-17=-68911080, 10-17=-867n69, 10-15=249/564, 12-15=-397/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 11-11-0, Exterior(2) This item has been 11-11-0 to 20-4-13, Interior(1) 20-4-13 to 29-7-0, Exterior(2) 29-7-0 to 38-0-13, Interior(1) 38-0-13 to 47-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) signed and sealed and the 2=1224, 13=1271. signature must be verified on any electronic copies. Julius'Lee PE.No: UI!69 MjTbk.USA; Irfc. FL Cerf6634 'B6D4 Parke East Blvd. Tampa FL 33610 'Date: August 17,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND I�CLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Piy T21035813 2419565-PSLP-08 A4 Hip 1 1 Job Reference (optional) Builders First Source, I'lant City, FL - 32b66, a.t4U S Mar a cucU m„ UK uruumnes, uu:. mu" r+uy , r uo.vo.00 tutu ray. , ID:ajWjtFfleU EpwgykERXAM?yl E4v-G98VKZSg3kXYarKi BkLp5Ud?XE6Z4Bc8CvN_Ckyn?Oj 5-1-12 10-0-0 17-3-4 24-4-12 31-8-0 38-10-12 46-8-0 47-8-q 5-1-12 4-10-4 7-3-4 _ 7-1-8 7-3-4 7-2-12 7-9-4 1-0-0 4k 3x6 = 5x8 = 4vR = '3vA AAT)nNS = Scale = 1:84.0 0 17 16 27 15 i4 28 13 29 12 11 ST1.5x8 STP = 7x10 = 4x6 = 4x6 = 46 = 7x10 = 2x4 II 5x6 = 4x6 = 17-3-4 7-9-4 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.89 BC 0.76 i WB 0.84 I Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl L/d -0.19 12-13 >999 360 -0.42 12-13 >999 240 0.14 9 n/a n/a 0.32 13 >999 240 PLATES MT20 MT20HS Weight: 311 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2, 7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 3-14, 6-12, 8-12, 2-17 WEBS 2x4 SP No.3 REACTIONS. (size) 17=Mechanical, 9=0-7-10 Max Horz 17=367(LC 11) Max Uplift 17=-1139(LC 12), 9=-1260(LC 12) 1 Max Grav 17=2191(LC 17), 9=2338(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2659/2053, 34=-3143/2574, 4-6=-3421/2703, 6-7=-3037/2439, 7-8=-3437/2544, 8-9=4266/2952,1-17=-228/278 BOT CHORD 16-17=-1165/2174, 14-16=-1213/2490, 13-14=-h881/3271, 12-13=-2010/3372, 11-12=-2450/3650, 9-1 1=-2448/3654 WEBS 2-16=-147/678, 3-14=-957/1387, 4-14=-791f744, 4-13=-210/403, 6-12=-830/505, 7-12=-605/1013, 8-12=-930/812, 8-11 =0/324, 2-17=-2627/1921 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Enci., GCpi=0.18; MWFRS (directional) and C-C Exte,rior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 10-0-0, Exterior(2) 10-0-0 to 18-5-13, Interjor(1) 18-5-13 to 31-8-0, Exterior(2) 31-5-0 to 40-1-13, Interior(1) 40-1-13 to 47-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live Load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 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 = 1O.Opsf. using a Digital Signature. 7) Refer to girder(s) for truss to truss connections. Printed Copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) document are not considered 17=1139, 9=1260. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek,USA, Inc. Fl. Cert 6.634 6904 Parke East Blvd..Tampa FL 33610 y Data.* August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.�� Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035814 2419565-PSLP-38 A5 Hip 1 1 Job Reference (optional) Builders First Source, I'lant city, FL. - 32bOb, I tl.t4U 5 Mar a tutu ,VI„ ex 111au51ne5, urc. rv,Un rwy , i Uo:•fo.od tutu rdyc , ID:ajWjtFfleU EpwgykERXAM?yl E4v-gjpdyaUZLfv7R13HssvWj7FVFR8THZhbvtcfp3yn?Og 8-0-0 145-14 , 20-1%0 , 27-2-2 33-8-0 _, 39-8-12 46-M 8-0-0 6-5-14 6�1-2 6-4-2 6-5-14 6-0-12 6-11-4 ! 3x6 = 7x10 = 6.00 12 3x6 = 3x8 MT20HS = 3x6 = 5x6 = 2 3 20 21 4 5 22 6 23 24 7 6x8 i 18 17 27 3xl2 MT20HS II 5x8 = 8-0-0 14,' 8-0-0 6-5 16 ' 15 28 5x6 = 4x6 20-10-0 14 29 13 30 12 11 10 46 = 4x6 = 5x6 = 5x8 = 2x4 ll Scale = 1:85.1 ST1.5x8 STP = 5x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.92 BC 0.75 WB 0.82 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/clef] L/d -0.23 13-14 >999 360 -0.53 13-14 >999 240 OA3 9 n/a n/a 0.41 13-14 >999 240 PLATES MT20 MT20HS Weight: 309 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 2-16, 4-13, 6-11, 1-17 WEBS 2x4 SP No.3 *Except* 1-18: 2x4 SP No.2 REACTIONS. (size) 9=0-7-10, 18=Mechanical Max Horz 18=301(LC 11) Max Uplift 9=-1132(LC 12), 18=-1142(LC 12) Max Grav 9=2220(LC 18), 18=2171(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2594/1916, 2-3=-3282/2653, 3-4=-0822/2973, 4-6=-3804/2937, 6-7=-3188/2517, 7-8=-3592/2656,8-9=4282/3015,1-18=-2092/1633 BOT CHORD 17-18=-282/389, 16-17=-1270/2378, 14-16=-2063/3399, 13-14=-2382/3820, 11-13=-2346/3669,10-11=-2545/3687,9-10=-2545/3687 WEBS 2-17=-493/524, 2-16=-1119/1658, 3-16=-998/845, 3-14=493R86, 4-14=-391/418, 6-13=0/352, 6-11 =-1 081/694, 7-11=-743/1156, 8-11=-777/725, 8-10=0/273, 1-17=-1423/2211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 8-0-0, Exterior(2) 8-0-0 to 16-5-13, Interior(1) 16-5-13 to 33-8-0, Exterior(2) 33-8-0 to 42-1-13, Interior(1) 42-1-13 to 46-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. j 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 tha 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 = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1132,18=1142. a This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE,No.'34869 MiTek USAJi1c. FL Cert 8634 6904 Parke:East Blvd. Tampa F.L 33810 'Date: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ! Job Truss Truss Type city Ply ' T21035815 2419565-PSLP-38 A6 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.24U S Mar U ZUZU MI I eK industries, Inc. Mon Aug 1 / U6:4/:UU ZUZU Page 1 ID:aj WjtFfleU EpwgykERXAM?ylE4v-9wN?AwVB6zl_3SdUQaQIFKohrrSwO_Ck7XLCLVyn?Of 6-0-0 135-14 20-10-0 28-2-2 , 35-8-0 40-2-12 44-9 8 a6 8-0 , 6-0-0 7-5-14 7�-2 7 4-2 7-5-14 4-6-12 4-6-12 -10-8 Scale = 1:84.2 8x10 = 6.00 12 3x6 = 5x6 = 3x6 = 5x6 = 2 20 3 21 22 4 5 23 24 25 6 46 7 3x4 1 26 7x10 = 8 9 19 18 3x12 MT20HS I I 4x6 = 17 16 15 4x6 = 5x6 = 4x6 = 14 13 12 4x6 = 5x6 = 5x8 = 11 10 6x8 = 4x6 = 6-0-0 135-14 20O1lm 28-2-2 35-8-0 44-9-8 6-8-0 6-0-0 7-5-14 7�-2 7 4-2 7-5-14 9-1-8 10 8 Plate Offsets (X,Y) - rl:Edge,0-1-121, [2:0-7-8,0-2-4], r4:0-3-0,0,341, [6:04-0,0-2-8], [8:0-6-8,Edge], r10:Edge,04-4] LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.87 Vert(LL) -0.27 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.63 14-15 >886 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix-SH Wind(LL) 0.48 14-15 >999 240 Weight: 303 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 2-4,4-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 `Except" WEBS 1-19: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 19=Mechanical Max Horz 19=216(LC 11) Max Uplift 10=-1137(LC 12), 19=-1145(LC 12) Max Grav 10=2087(LC 1), 19=2087(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2343/1756, 2-3=-3701/2867, 3-4=-4424/3328, 4-5=-4294/3253, 5-6=-3261/2553, 6-7=-3687/2717, 7-8=-3984/2728, 1-19=-2030/ij600 BOT CHORD 18-19=-207/263, 17-18=-1279/1998, 15-17=-2452/3700, 14-15=-2924/4434, 12-14=-2838/4294, 11-12=-2581/3555, 10-11 =-2339/3507 WEBS 2-18=-684/642, 2-17=-1452/2144, 3-17=-1122/9.32, 3-15=594/924, 4-15=-397/425, 4-14=-257/127, 5-14=-l/342, 5-12=-1384/931, 8-12=-776/1223, 7-12=-513/550, 7-11 =-1 12/252, 8-10=-3710/2460, 1-18=-144412121 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-3-14 oc bracing. 1 Row at midpt 2-17, 4-14, 5-12, 1-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 12-0-0, Interior(1) 12-0-0 to 35-8-0, Exterior(2) 35-8-0 to 41-8-0, Interior(1) 41-8-0 to 46-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 10=1137,19=1145. 4 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jullue'Lee'PE No:34869 MiTekUSA 1nc.fLCart8634 . "M9 East BIvd,3ampa FL33619 Date: August 17,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITekO connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035816 2419565-PSLP-38 A7 Roof Special 1 1 i Job Reference (optional) Builders First Source, F'lant tarty, FL. - 32btib, b.z,tu s mar a zuzu mi i eK inaustries, inc. noon Aug -I r uo:wr:uz zuzu rage i ID:ajWjtFfleUEpwgykERXAM?ylE4v-5lVmbcWReaHilmnsX?SDKItOzf7aUvN 1 brgJQNyn?Od 4-0-0 10-9-14 17-5-15 24-2-1 30-10-2 37-8-0 42-9-8 46 8-0 4-0-0 6-9-14 6-8-2 6-8-2 6-8-2 6-9-14 5-1-8 3-10, N 6.00 12 6x8 = 5x8 WB = 3x6 = 5x6 = 3x6 = 3x6 = 5x6 — 21 3 22 23 4 5 6 247 25 8 1 I 5x6 = 5x8 9 1( 20 19 18 17 16 3x8 ll 4x6 = 5x6 = 5x6 = 4x6 = Scale = 1:85.7 15 14 13 12 11 4x6 = 7x10 = 5x8 = 6x8 = 3xl2 MT20HS I I 4-0-0 10-9-14 17-5-15 24-2-1 W-10-2 37-8-0 42-9-8 46-8.0 4-0-0 6-9-14 6-8 2 6-8-2 6-8-2 6 9-14 5-I 3-10-8 Plate Offsets (X,Y)— [2:0-6-0,0-2-81, [4:0-3-0,0-3-41, [6:04-0,Edgel, [8:0-0-0,0-2-41, [12:0-3-8,0-3-01, [14:0-5-0,0-4-121 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.39 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.89 15 >627 240 MT20HS 187/143 BCLL 0.0 Rep Stress ]nor YES WB 0.88 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017fTP[2014 ! Matrix-SH Wind(LL) 0.69 15 >809 240 Weight: 302 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except` 2-4,6-8,4-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-18,3-16,4-15,5-14,7-13,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 20=Mechanical Max Harz 20=128(LC 11) j Max Uplift l l=-1139(LC 12), 20=-1143(LC 12) Max Grav 11=2087(LC 1), 20=2087(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-16, 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1983/1461, 2-3=-3907/2903, 3-4=-5115/3685, 4-5=-5457/3917, 5-7=-4905/3558, 7-8=-3436/2594, 8-9=-3866/2733, 9-10=-3532/2529, 10-11 =-1 970/1428, 1-20=-2057/1552 BOT CHORD 18-19=-1126/1695, 16-18=-2645/3906, 15-16=-3446/5137, 14-15=-3661/5457, 13-14=-3333/4905, 12-13=-2642/3676 WEBS 2-19=-951/802, 2-18=-182112659, 3-18=-1329/1072, 3-16=-975/1465, 4-16=-684/610, 4-15=-272/399, 5-14=-721/433, 7-14=-160/547,17-13=-1843/1222, 8-13=-753/1279, 9-13=-362/352,9-12=-1894/1474,10-12=-2806l3915,1-19=-1392/2011 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 10-0-0, Interior(1) 10-0-0 to 37-8-0, Exterior(2) 37-M to 42-9-8, Interior(1) 42-9-8 to 46-64 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the' bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) 11 4139, 20=1143. v This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MTek USA,1nc. FL Cart 6834 '6904 Parke East Blvd..Tampa FL 33610 'Date: August 17,2020 I WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss Web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPI1 Quality Criteria, OSB-89 and BCS! Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highwl y, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035817 2419565-PSLP-38 A8 Roof Special Girder 1 Job Reference (optional) Builders First Source, Plant city, t-L - 32b66, a.t4U s mar a tutu mi i UK uwusu,.b, MU. ,vwn Muy , w uo.vw. - <u ray. , ID:ajWjtFfleUEpwgykERXAM?ylE4v-CongJ2gbaawsMmHMoDBGMUwHwugb115xaNUVN7yn?OQ 2-0-0 , 8-4-8 14-7-4 20-10-0 27-0-12 33-3-8 39-8-0 4Q-11-p 46-3-0 46,8r0 2-0-0 6-4-8 6-2-12 6-2-12 6-2-12 6-2-12 6-4-8 -3-0 513-0 0- =0 M NAILED NAILED NAILED tJAILED NAILED 6.00 17x10 2 NAILED NAILED NAILED NAILED = NAILED NAILED NAILED NAILED 7x10 = NAILED NAILED 7x10 = 5x8 i 222 23 24 25 326 27 28 ' 4 29 30 31 32 5 33 34 6 35 36 Scale=1:84.7 NAILED NAILED NAILED 6x8 = NAILED NAILED 6x8 = 3x4 ll 37 3839740 41 42 438 9 N I qu h_4 4 1 No, - b" q I No h NOR 21 2044 45 46 47 19 48 49 50 18 17 51 52 16 53 54 15 55 14 13 56 57 58 5912 60 61 62 11 3x8 I I NAILED 5x8 NAILED 6x12 MT20HS = NAILED NAILED 6x12 MT20HS = NAILED 412 = NAILED 6x8 = NAILED NAILED NAILED I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-0-0 8-4 14-7-4 20-10-0 27-0-12 , 33-3-8 ,_ 39-8-0 40-11-D 46.8-0 , 1 2-0-0 6 4_8 6-2-12 6-2-12 6-2-12 6-2-12 6-4-8 j-3-0' 5-9-0 Plate Offsets (X Y)-- [2:0-6-12 0-3-8] [4:0-5-0 0-4-8][6:0-5-0 0-4-8] [9:0-5-0 0-3-8] [11:Edge 0-4-81[19:0-3-8,0-2-8][21:0-4-8 0-1-8] LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.95 15-16 >583 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -1.12 15-16 >495 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 669 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. 1-21: 2x6 SP No.2, 7-12,2-19,6-13,3-18,5-15,4-16: 2x4 SP No.2 WEBS 1 Row at midpt 9-11 REACTIONS. (size) 21=Mechanical, 11=Mechanical Max Horz 21=-44(LC 6) Max Uplift 21=-2811(LC 8), 11=-2903(LC 8) Max Grav 21=4869(LC 29), 11=4868(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3086/1751, 2-3=9648/5583, 3-4=-14125/8144, 4-5=-16311/9413, 5-6=-16118/9305, 6-7=-13568/7872,7-8=-8820/5170,8-9=-9484/5530,1-21=-4779/2679,10-11=-267/209 BOT CHORD 19-20=-1496/2652, 18-19=-5540/9659, 16-18= 8166/14225, 15-16=-9370/16299, 13-15=-9264/16084, 12-13=-7828/13553, 11-12=-5028/8580 WEBS 2-20=-2951/1893,8-12=-1726/3248,9-12=-357/529,1-20=-2411/4263,9-11=-9389/5493, 7-12=-5430/3075,2-19=-4576/7954,7-13=-589/1643,3-19=-3466/2326,6-13=-2920/1643, 3-18=-2916/5119,6-15=0/604,4-18=-2110/1514,5-15=-272/212,4-16=-1378/2398, 5-16=-859/809 NOTES- I 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails) as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` Tkis 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 24=2811,11=2903. 12) "NAILED" indicates 3-10d (0.148"0") or 3-12d (0A48"x3.2&j) toe -nails per NDS guidlines. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius; LeePEN.o: 34869 MTek USA,,Inc. FL Ceti 6,04 '6904 Parke East Blvd. Tampa Fl. 33MO bate: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not design Into ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AIVSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T21035817 2419565-PSLP-38 A8 Roof Special Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:47:15 2020 Page 2 ID:aj WjtFfleUEpwgykERXAM?ylE4v-CongJ2gbaawsMmH MoDBGMUwHwugb 115xaNUVN7yn?OQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Aiform Loads (plf) Vert: 1-2=-70, 2-8=-70, 8-9=-70, 9-10=-70, 11-21=-20 Concentrated Loads (lb) Vert: 4=-1 39(B) 18=-59(B) 15=-59(B) 5=-1 39(B) 16=-59(B)14=-59(B) 22=-16(B) 23=-1 39(B) 24=1 39(B) 25=-1 39(B) 26=1 39(B) 27=-1 39(B) 28=-1 39(B) 31=-139(B)32=-139(B)33=-139(13)34=-139(B) 35=-139(B)36= 139(B)38=-139(B)40=-139(B)41=-139(B)42=-139(B)43=-139(B)44=-21O(B)45=-59(B) 46=-59(B) 47=-59(B) 48=-59(B) 49=-59(B) 50=-59(B) 51=-59(B) 52=-59(B) 53=-59(B) 54=-59(B) 55=-59(B) 56=-59(B) 57=-59(B) 58=-59(B) 59=-59(B) 60=-260(B) 61=-260(B)62=-260(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek®connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035818 2419565-PSLP-38 B1 Roof Special 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:47:21 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-1 y8ya61MAPg?4hkW8U IgclAHVJdXRXHgylxpbnyn?OK 1- 5 3-3 Al 15-3-12 20-9-0 27-7-0 34-5-0 41-3-0 43-9-0 1- 5-0-3 4-11-11 5-0-15 55-5 6-10-0 6-10-0 6-10-0 �1 d 6.00 12 ST1.5x8 STP = 3x6, = u 6x8 = I 4x6 = 5x6 = 3x8 = 5x6 = 4x6 = 27-7-0 � 34-5-0 � 6-10-0 6-10-0 ST1.5x8 STP = 5x8 = Scale=1:85.3 Ia LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.19 2-21 >655 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.46 15-16 >878 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.33 15-16 >999 240 Weight: 272 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-10-9 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-21, 6-19, 7-19, 9-18, 11-17, 12-16 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-12 REACTIONS. (size) 14=0-5-10, 2=0-2-8, 21=0-7-10 Max Horz 2=-596(LC 10) Max Uplift 14=-724(LC 12), 2=-181(LC 22), 21=-1483(LC 12) Max Grav 14=1462(LC 18), 2=228(LC 21), 21=2678(LC 17) I I FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-4=-388/698, 4-6=-627/1026, 6-7=-453/487, 7-8=-972/909, 8-9=-939/855, 9-11=-1832/1180, 11-12=-2768/1555, 12-'13=-282/176 BOT CHORD 2-21=-883/391, 19-21=-1168r779, 18-19=-198/552, 17-18=-681/1432, 16-17=-1274/2395, 15-16=-2377/4225,14-15=-2340/4207 ' WEBS 6-21=-2164/1545, 6-19=-1088/1797, 7-19=-1216/859, 7-18=-341/929, 8-18=-319/411, 9-18=-1329/897,9-17=-292/785,11-17=-1124/714,11-16=-77/460,12-16=-1840/1109, 12-14=-4105/2264, 4-21 =-634/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 5-1-6, Interior(1) 5-1-6 to 20-9-0, Exterior(2) 20-9-0 to 26-9-0, Interior(1) 26-9-0 to 43-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 20.0psf 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, withiBCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=724,2=181,21=1483. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius LeePE. No.34869 MiTek USA, -Inc. FL Ceft 6634 6904 Parke East BNd.,Tampa F.LB3910 bate: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035819 2419565-PSLP-38 B2 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:47:32 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-D4J6usuFao3RuN4dll_FY47ANIN8Wv2SUW5uUeyn?09 43.9-0 -1-1 5-3.3 10-2-13 15-3-12 18-9-9 22-8-7 27-7-0 34-5-0 41-2-15 41 -0 -1-04-11-11 5-0-15 3-5-13 3-10-14 4-10-9 6-10-0 69-15 0 -1 2-6-0 Scale = 1:80.7 5x6 = 5x6 = 3x8 II 22 �� 20 Zo Zo 19 Zr 18 17 16 15 S 10-2-13 T1.5x8 STP = 15x8 = 5x8 = 5x6 = 4x6 = ST1.5x8 STP = 6x8 = 3x6, = 5x8 = 6-10-0 S LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.19 2-22 >635 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.45 16-17 >890 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.08 15 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.32 16-17 >999 240 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-22, 6-20, 7-20, 10-19, 12-18, 13-17, 8-20 15-18: 2x4 SP No.1 , 8-19 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-12 REACTIONS. (size) 15=0-5-10, 22=0-7-10, 2=0-2-8 Max Herz 2=-541(LC 10) Max Uplift 15=-723(LC 12), 22=-1487(LC 12), 2=-183(LC 22) Max Grav 15=1472(LC 18), 22=2677(LC 17), 2=215(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-4121704, 4-6=-645/1029, 6-7=-453/493, 7-8=-502/671, 8-9=-1017/1023, 9-10=-1186/1033,10-12=-1839/1253,12-13=-2805/1644,13-14=-285/178 BOT CHORD 2-22=-851/383, 20-22=-1140/809, 19-20=-133/749, 18-19=-734/1430, 17-18=-1355/2431, 16-17=-2437/4237, 15-16=-2399/4216 WEBS 6-22=-2186/1631, 6-20=-1116/1815, 7-20=412%511, 10-19=-1150/840, 10-18=-314/733, 12-18=-1168/734,12-17=-74/473,13-17=-1817/1105,13-15=-4112/2327,4-22=-628/585, 8-20=-1 072/518, 8-19=-586/1062 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. This item has been II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 5-1-6, Interior(1) 5-1-6 to 18-9-9, Exterior(2) 18-9-9 to 28-8-7, Interior(1) 28-8-7 to 43-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions electronically signed and shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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 live load 20.Opsf the bottom in where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this a of on chord all areas will fit between the bottom chord and any other members, withiBCDL = IO.Opsf. document are not Considered 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. Signed and Sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) signature must be verified 15=723, 22=1487, 2=183. on any electronic copies. Jutjue"Lee PE No: 34869 MiTe634 kUSA, Inc. FL Cent 8 '6904 ParkeEaetBlvd. Tampa FL 33610 Date: August 17,2020 I i I ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 5119f=020 BEFORE USE. ' Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035820 2419565-PSLP-38 B3 Roof Special 1 1 i Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:47:35 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-df?E Wuw8tjR01gpCzQYyAilgGyQwjg3uAUKZ4zyn?O6 1 10-2-13 17-3-1 24-2-15 2910-15 35-6-15 41-2-15 43-9-0 1 5-3-3 4-11-11 7-0-4i 6-11-14 5-8-0 5-8-0 5-8-0 2-6-1 �. Scale = 1:80.7 3x8 5x6 5x8 = 6.00 12 7 23 24 8 21 2b 2U ST1.5x8 STP = 6x8 = 19 Gr 16 1r Lt1 lb 5x8 = 3x4 = 4x6 = 3x4 = 15 14 ST1.5x8 STP = 3x8 = 5x8 = 10-2-13 17-3-1 24-2-15 32-8-15 41-2-15 43-9-0 10-2-13 7-0-4 6-11-14 86.0 8-6-0 2 6-1 M 9 0) I9 Plate Offsets (X,Y)— [2:0-6-0,0-0-10], [7:0-3-0,0-2-7], [8:0-5-8 0;2-4], [12:0-5-12,Edge], [15:0-3-8,0-1-8], [21:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.21 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.56 15-16 >714 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.38 15-16 >999 240 Weight: 260 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 10-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 14-17: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-11-12 REACTIONS. (size) 14=0-5-10, 21=0-7-10, 2=0-2-8 Max Horz 2=498(LC 10) 1 Max Uplift 14=-733(LC 12), 21=-1446(LC 12), 2=' l95(LC 22) Max Grav 14=1499(LC 18), 21=2716(LC 17), 2=218(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-347/727, 4-6=-542/1011, 6-7=-733/733, 7-8=-616/764, 8-9=-1408/1145, 9-11=-2589/1653,11-12=4978/2927,12-13=-310/201 BOT CHORD 2-21=-861/360, 19-21 =1 135/754, 18-19=-462/1113, 16-18=-1002/1757, 15-16=-1531/2620, 14-15=-2368/4168 WEBS 4-21=-572/544, 6-21=-2165/1674, 6-19=-1047/1880, 7-19=-249/292, 8-19=-1170/670, 8-18=-518/1091, 9-18=-1100/814, 9-16=-418/942, 11-16=-747/585, 11-15=-1176/2088, 12-15=-11851822, 12-14=-4036/2269 Structural wood sheathing directly applied or 3-1.8 cc purlins, except end verticals. Rigid ceiling directly applied or 3AO-8 cc bracing. 1 Row at midpt 6-21, 6-19, 7-19, 8-19, 9-18, 11-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 5-1-6, Interior(1) 5-1-6 to 17-3-1, Exterior(2) 17-3-1 to 23-3-1, Interior(1) 23-0-1 to 24-2-15, Exterior(2) 24-2-15 to 30-2-15, Interior(1) 30-2A5 to 43-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 1 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 thebottom 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, withiBCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=733, 21=1446, 2=195. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliu6lee PE No 34669 MiTek.11 Inc. FL Cart 6634 '69Q4 Parke East BNtL Tampa FL 33610 Date: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 5/11=020 BEFORE USE. • Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035821 2419565-PSLP-38 B4 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MITek Industries, Inc. Mon Aug 1 / ub:4/:39 2u2u rage 1 ID:ajWjtFfleUEpwgykERXAM?yl E4v-WQEIMGzewxxSES6zCGduKYvMaZlVfgeU55lmDkyn?02 1 5-3-3 10-2-13 15-3-1 2%9-0 26-2-15 33-&15 41-2-15 43-9-0 -1 5-3-3 4-11-11 5-0-4 5-5-15 55-15 7-6-0 7-6-0 2-6-1 �1 0 6.00 12 5x8 = 2x4 I 5x8 = I 7 8 no n 3x8 II 21 zu 19 Zb 18 zr 17 'b 15 14 13 10-2-13 Scale = 1:80.7 ST1.5x8 STP = , 4x6 = 5x8 = 3x6 = 4x6 = ST1.5x8 STP = 6x8 = 3x61 = 3x4 = 6x8 = 26-2-15 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.50 14-15 >804 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.35 14-15 >999 240 Weight: 269 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc pudins, 9-10: 2x4 SP No.1, 10-11: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-8-4 oc bracing. 13-16: 2x4 SP No.1 WEBS 1 Row at midpt 6-21, 6-19, 7-19, 7-18, 8-18, 9-18, 10-17, WEBS 2x4 SP No.3 11-15 SLIDER Left 2x6 SP No.2 2-11-12 REACTIONS. (size) 13=0-5-10, 21=0-7-10, 2=0-2-8 Max Horz 2=442(LC 10) Max Uplift 13=-732(LC 12), 21=-1449(LC 12), 2 184(LC 22) Max Grav 13=1459(LC 18), 21=2601(LC 17), 2=207(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lets except when shown. TOP CHORD 24=-348/704, 4-6=-571/991, 6-7=-472/552, 7-8L-1026/1041, 8-9=-1026/1041, 9-10=-1634/1241,10-11=-2688/1738,11-12=-248/187 BOT CHORD 2-21=-772/344, 19-21=-1057/779, 18-19=-87/4�2, 17-18=-639/1229, 15-17=-1434/2311, 14-15=-2556/4223,13-14=-2517/4207 WEBS 4-21=-610/580, 6-21=-2146/1675, 6-19=-107411775, 7-19=-1179/844, 7-18=-877/1317, 8-18=-432/455, 9-18=-688/404, 9-17=405/829; 10-17=-1276/933, 10-15=-61/494, 11 -1 5=-1 914/1178, 11-13=-4110/2437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 5-1-6, Interior(1) 5-1-6 to 15-3-1, Exterior(2) 15-3-1 to 21-3-1, Interior(1) 21-3-1 to 26-2-15, Extedor(2) 26-2-15 to 32-2-15, Interior(1) 32-2-15 to 43-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 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 chord and any other members, wi6BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13-732,21=1449,2=184. I9 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.,U869 MiTek USA, Inc. FL Cert 6634 *904 Parke EastBlvd. Tampa FL33610 'Date: August 17,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035822 2419565-PSLP-38 B5 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug it 08:47:42 LULU rage i ID:aj WjtFfleUEpwgykERXAM?yl E4v-w?wu_H?XDsJ 15vrYtOAbyBXsEnsnszGwn3WQg3yn?O? - -1 6-9-4 13-3-1 15-3-0 21-10-0 28-2-15 34-2-2 39-9-2 46-7 0 4 -7- -10 6-9-4 6-5-12 -11-15 6-7-0 6-5-0 5-11.3 5-6-15-0- 5x8 = 6.00 12 46 = 5 — 6 oA 19 2x4 11 5x8 = Scale = 1:86.0 4x6 = 18 17 16 4x6 = ST1.5x8 STP = ST1.5x8 STP = 5x8 = 4x6 = 4x6 = 4x6 3x8 i I1 16-6-5 i 6-94 13-3-1 15-3-0 21-10-0 26-2-15 37-1-12 , 4fi-7-0 , r fi-9-0 6-5.12 1-11-15 6-3-11 fi5-0 8-10-12 9-5-0 0-3-51 Plate Offsets (X Y)-- [4:0-4-0 0-3-01 [5:0-6-0 0-2-8] [8:0-6-0 0-2-8] 112:0-4-6 0-1-91 r18:0-4-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.10 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) -0.06 18 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.14 14 >999 240 Weight: 336 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purling. BOT CHORD 2x6 SP Nc.2 BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-19 SLIDER Left 2x4 SP No.3 3-9-0 WEBS 1 Row at midpt 7-17, 8-17, 9-16, 6-17 REACTIONS. (size) 2=0-2-8, 18=0-6-10, 12=0-7-10 Max Horz 2=475(LC11) Max Uplift 2=-556(LC 12), 18=-1022(LC 12), 12 929(LC 12) Max Grav 2=678(LC 21), 18=2399(LC 17). 12=1695(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-806/843, 4-5=-227/515, 5-6=43/508, 6-7=i 89611117, 7-8=-896/1116, 8-9=-1585/1373, 9-1 1=-2605/1815,11-12=-2880/1878 BOT CHORD 2-21=-396/833, 20-21=-397/829, 19-20=-216/263, 18-19=-2271/1474, 6-19=-1588/1172, 17-18=-246/289, 16-17=-549/1161, 14-16=-1124/1832, 12-14=-1502/2433 WEBS 4-21=0/306,4-20=-864/735, 5-20=-151/404, 5-19=-829/340, 7-17=-489/555, 8-17=-855/427, 8-16=-509/960, 9-16=-976/830, 9-14=-023f715, 11-14=-459/470, 6-17=-987/1605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat, II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 13-3-1, Exterior(2) 13-3-1 to 21-10-0, Interior(1) 21-10-0 to 28-2-15, Exterior(2) 28-2-15 to 36-8-12, Interior(1) 36-8-12 to 47-7-0 zone; cantilever left and right This item has been exposed ;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. I electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 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 = I O.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed COp12S Of this document are not considered 2=556, 18=1022,12=929. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U889 MiTek USAAne. FL,Cert 8634 '6904 Parke East Blvd„Tampa F.1: 33610 Date. August 17,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based onlyy upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must veriy the applioabllity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss l eb and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal. injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035823 2419565-PSLP-38 B6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32b68, ts.z4u s mar s zuzu mi i eK mausmes, Inc. Mon Hug l / U6:4/:44 LULU rage i ID:ajWjtFfleU EpwgykERXAM?yl E4v-sO1 ePzl nlUakKD?x?pC31 cdB7a WtKv6DFNOXuyyn??z 1 5-9 4 11-3-1 15 3-0 22-10-0 30-2-15 38-1-12 46-7-0 4 -7- 1-1 5-9-4 5-5-12 3-11-15 7-7-0 7-5-0 7-10-121-0- 6.00 12 5x8 = 2x4 II 4x6 = 3x8 = 7x10 — 2 17 16 15 13 ST1.5x8 STP = ST1.5x8 STP = 5x8 = 4x6 = 2x4 11 4x6 3.8 I 11 4x6 = Scale = 1:86.0 5-9-4 11-3-1 15-3-0 15 -5 22-10-0 30-2-15 38-1-12 46-7-0 5-9� 5-5-12 3-11-15 0 7-3-11 7-5-0 7-10-12 8-5� Plate Offsets (X,Y)— [2:0-54,0-0-3] [4:0-3-0,0-3-01, [5:0-6-0 0-2-8], [9:0-7-0 0-2-01, [11:04-6,0-1-91, [17:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.07 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.17 11-13 >999 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.13 11-13 >999 240 Weight: 315lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 9-10,10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 9-16, 6-16, 10-15 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-2-5 REACTIONS. (size) 2=0-2-8, 17=0-6-10, 11=0-7-10 Max Horz 2=419(LC 11) Max Uplift 2=-547(LC 12), 17=-1035(LC 12), 11-925(LC 12) Max Grav 2=711(LC 17), 17=2288(LC 17), 11=1647(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24=865/917, 4-5=-408/628, 5-6=-91/469, 6-8 -1103/1199, 8-9=-1103/1199, 9-10=-1783/1430, 10-11=-2732/1889 1 BOT CHORD 2-20=-468/904, 19-20=-469/900, 18-19=-113/328, 17-18=-2170/1472, 6-18=-1566/1248, 15-16=-707/1339, 13-15=-1496/2277, 11-13=1'495/2281 WEBS 4-19=-684/632, 5-19=-226/418, 5-18=-814/377,18-16=561/622, 9-16=-650/370, 9-15=-343f726,6-16=-1002/1603,10-15=-1076/900,10-13=0/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extlerior(2) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 11-3-1, Exterior(2) 11-3-1 to 19-8-14, Interior(1) 19-8-14 to 30-2-15, Exterior(2) 30-2-15 to 38-8-12, Interior(1) 38-8-12 to 47-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Lee, Julius, PE 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 th bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with�BCDL = 10.Opsf. Printed Copies of this 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. document are not Considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 2=547, 17=1035, 11=925. signature must be verified on any electronic copies. Juliun'Lee PE No:34869 Miiek.USA,-Inc. FL Cart 6634 6904 Parke East BNd:;Tampa FL 33610 a Date: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based onl upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSLITP11 Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035824 2419565-PSLP-38 B7 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 9-3-1 i 15-3-0 4-5-12 5-11 -1! 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug l / U6:4/:46 ZUZU Nage l twgykERXAM?yl E4v-om9Ogf22H5gSaW9J6EFX711ZPOD5omNVihVeygyn??x 38-3-8 46-7-0 4 -7- 7 7-5-0 8-3-8 1-0- Scale = 1:87.6 FvR = 2x4 11 5x6 = Fvri = 17 16 15 14 ST1.5x8 STP = ST1.5x8 STP = 5x8 = 7x10 = 2x4 11 4x6 3x8 �I 9-3-1 15-3-0 15-5 22-7-4 30-10-8 38-3-8 q_3_i 5-11-15 0- -5 7-0-15 8-3-4 7-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TIC 0.79 Vert(LL) -0.08 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 15-16 >999 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.06 17 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Wind(LL) 0.13 12-14 >999 240 Weight: 310 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc pudins. 10-11,11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 5-18, 6-16, 9-16, 11-15 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-8 REACTIONS. (size) 2=0-2-8, 17=0-6-10, 12=0-7-10 Max Horz 2=401(LC 11) Max Uplift 2=-520(LC 12), 17=-1075(LC 12), 12 911(LC 12) Max Grav 2=712(LC 17), 17=2239(LC 17), 12=1619(LC 18) FORCES.' (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-825/879, 4-5=-555/634, 5-6=-100/394, 6-8�-1192/1153, 8-9=-1192/1153, 9-10=-1709/1453, 10-11=-1804/1366, 11-12=-2672/1737 BOT CHORD 2-19=-442/902, 18-19=-35/537, 17-18=-2164/1458, 6-18=-1626/1263, 15-16=-792/1436, 14-15=-1360/2224,12-14=-1359/2228 WEBS 4-19=435/488, 5-1 9=-1 24/413, 5-18=-877/380, 6-16=-1018/1650, 8-16=-523/516, 9-16=-648/390, 9-15=-513/625, 10-15=-880/1150, 11-15=-998/766, 11-14=0/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128moh; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-7-7, Intedor(1) 4-7-7 to 9-3-1, Exterior(2) 9-3-1 to 155-12, Interior(1) 15-5-12 to 30-10-8, Exterior(2) 30-10-8 to 36-10-8, Interior(1) 36-10-8 to 47-7-0 zone; cantilever left and right This item has been exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide drainage to electronically Signed and adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Sealed by Lee, Julius, PE 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with) BCDL = I O.Opsf. Printed Copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) signed and sealed and the 2=520, 17=1075, 12=911. signature must be verified on any electronic copies. Juliti6 Lee PE No:3486t1 Wrok,USA, Inc. FL.Cert6634 6904 Parke East Blvd.Tampa, F.L 33610 bate. August 17,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �� Design valid for use only with MiTek® connectors.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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035825 2419565-PSLP-38 B8 Roof Special 1 1 j Job Reference (optional) bunciers mrst Source, clam l.;ny, t-L - 32bbb, o.L4u 5 Mar d GUGU NII I eK I WU5[neS, Inu. Mull AUg I / U0:41:40 LULU rdyd I ID:ajWjtFfleUEpwgykERXAM?ylE4v-19H9FL41pi4Apgl iEfH?CSnsDBuXGhmoA?_I1 jyn??v - -1 4-9-4 7-3-1 15-3-0 21-7-4 27 6-1 30-10-8 38-3-8 46-7-0 4 -7- 1-1 4-94 2-5-12 7-11-15 64-4 5-10-12 34-7 7-5-0 8-3-8 1-0- t Scale = 1:87.6 5x6 = 6.00 12 5x8 = 5x6 = 3x8 = 2x4 II 5x6 = 10 2x4 \\ 5 6 8 6x12 MT20HS 3x6 i 4 21 2 1\26 24 11 3 20 12 25 5x8 II 19 18 27 28 1213 5x6 = o I -d 4x6 = N 17 16 15 14 ST1.5x8 STP = ST1.5x8 STP = 5x8 = 7xl0 = 2x4 I I 46 3x8 I I 7-3-1 15-3-0 i 15 5 21-74 27 6-1 38-M 46-7-0 7-3-1 7-11-15 0- 5 6-0-15 5-10-12 10-9-7 8-3-8 Plate Offsets (X,Y)— [2:0-54,0-0-3], [5:0-6-0 0-2-8], [12:04-6 0-'1-91 [15:0-5-0,04-81 [17:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 15A6 >999 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.13 15 >999 240 Weight: 299 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 10-11,11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 5-18, 6-16, 9-16, 11-15 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10 REACTIONS. (size) 2=0-2-8, 17=0-6-10, 12=0-7-10 Max Horz 2=401(LC 11) Max Uplift 2=-517(LC 12), 17=-1080(LC 12)112 I-910(LC 12) Max Grav 2=716(LC 17), 17=2191(LC 1), 12=1591(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-862/829, 4-5=-6891752, 5-6=-125/426, 6-8i-1211/1137, 8-9=-1212/1137, 9-10=-1713/1425,10-11=-1744/1342,11-12=-2610/1719 BOT CHORD 2-19=-402/890, 18-19=-199/747, 17-18=-2153/1443, 6-18=-1710/1312, 15-16=-944/1531, 14-15=-1345/2170,12-14=-1344/2174 WEBS 4-19=-223/298, 5-19=-124/366, 5-18=-924/396,16-16=-1021/1658, 8-16=-427/418, 9-16=-766/530, 10-15=-830/1121, 11-15=-999i77, 11-14=0/335, 9-15=-486/650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-1-0 to 4-8-0, Interior(1) 4-8-0 to 7-3-1, Exterior(2) 7-3-1 to 13-3-1, Interior(1) 13-3-1 to 30-10-8, Exterior(2) 30-10-8 to 36-I�1 0-8, Interior(1) 36-10-8 to 47-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Lee, Julius, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on thqI bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, withIBCDL = 10.Opsf. Printed Copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. document are not Considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) signed and sealed and the 2=517, 17=1080, 12=910. signature must be verified _ on any electronic copies. juliuii Lee PE No.34869 M7ek.USA,� Inc._FL Ced $634 8904 Parke East BNd.,Tampa FL 33610 Date.: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek®connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035826 2419565-PSLP-38 B9 Roof Special Girder 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32b66, 8.24U s Mar 9 ZUZU MI I eK Inaustrles, Inc. Mon Aug 1 / Ub:4/:bb ZUZU rage 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-2VCojk9h9syB9vL28dve__wa2sOG6PujgnbAcnpyn??o -1-1-Q 5-3-1 10-3-0 15-3-0 20-5-8 25-6 30-10-8 38-3-8 46-7-0 47-7-p 1-1 5-3-1 5-0-0 5-0-0 5-2 8 5-0-8 5 4-7 7-5-0 8-3-8 1-0- T 5x6 = NAILED NAILED NAILED 3x6 = 10 6.00 12 5x8 = 2x4 I Sx1�2 = 3x8 = 5x6 = NAILED NAILED 4 NAILED 5 NAILED 61 8 9 3x6 5- 322 3 21ij 25 26 29 7 NAILED �12 8 11 30 31 32 33 35 19 j36 5x8 I 21 2034 NAILED 2x4 11 ST1.5x8 STP = 3x6 = NAILED 7x10 = NAILED 18 17 16 15 NAILED NAILED ST1.54 STP = 4x6 = 4x6 = 7x10 = NAILED 3x8 II 5-3-1 4-11- 4-11-3 5-0-8 54-7 Scale = 1:87.6 5x8 11 m 1213 4 I _4 N 14 ST1.5x8 STP = 2x4 I I 4x6 7-5-0 8-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.08 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.19 14-15 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.81 Horz(CT) 0.05 18 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.15 15 >999 240 Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 5-20: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 2-11-13 Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-1-1 cc bracing. 1 Row at midpt 11-15 REACTIONS. All bearings 0-2-8 except (jt=length) 18=0-6-10,20=0-8-0, 12=0-7-10. (Ib) - Max Horz 2=401(LC 7) 1 Max Uplift All uplift 100 lb or less at joints) except 2=-623(LC 8), 18=-1016(LC 8), 20=-975(LC 4), 12=-901(LC 8) Max Grav All reactions 250 lbor less at joint(s) lexcept 2=807(LC 29), 18=1871(LC 1), 20=1442(LC 30), 12=1539(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-864/666, 6-8=-1127/880, 8-9=-1766/1224,19-10=-1625/1077, 10-11=-1614/1070, 11-12=-2505/1358 BOT CHORD 2-21=-651/902, 20-21=-652/917, 19-20=-339/275, 18-19=-1837/1047, 6-19=-1713/1029, 16-17=-466/991,15-16=-822/1699,14-15=-9942075,12-14=-993/2080 WEBS 4-21=-78/423, 4-20=-1078/580, 5-20=-704/655, 6-20=-192/300, 6-17=-877/1663, 8-17=-1068/665, 8-16=-499/1000, 9-16=-644/420, 9-15=-559/509, 10-15=-590/977, 11-1 5=-1 025/619, 11-14=0/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; 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 chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 2, 1016 lb uplift at joint 18, 975 lb uplift at joint 20 and 901 lb uplift at joint 12. 1 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the (truss are noted as front (F) or back (B). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julids'Lee PEW. M7ek USA, Inc. FL Cert %U '6904 Parke East BNd..Tampa FL-33610 bate: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND I ICLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21035826 2419565-PSLP-38 B9 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, F'lant City, FL - 32tifib, o.zvu s mar a zuzu IVII I eK urousmes, mu. rvwn Muy I / VOA/.00 LULU rays < ID:aj WjtFfleU EpwgykERXAM?yl E4v-2VCojk9h9syB9vL28dve_wa2sOG6PujgnbAcnpyn??o LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-9=-70, 9-10=-70, 10-13=-70, 2-19=-201, 12-18=-20 Concentrated Loads (lb) Vert: 4=-106(F) 22=-53(F) 23=-86(F) 24=-86(F) 25=-86(F) 26=-86(F) 28=-86(F) 30=-157(F) 31=-32(F) 32=-40(F) 33=-40(F) 34=-40(F) 35=40(F) 36=-40(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors. 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035827 2419565-PSLP-08 611 Common Girder 1 2 Job Reference o tional cunaers rirstaource, ran riece, M swa90,.„ ,....' ,,..y ..y.. . ID:ajWjtFfleU EpwgykERXAM?yl E4v-W r7ZjVexMKa6TM23UcZ6_1 GKHnxHCfogtJX6yWyn_5d 4-2-0 7-11-8 1 11-9-0 15-6-8 1314-0 23-1-8 26-11-0 31-1-0 4-2-0 3-9-8 3-9-8 3-9-8 3-9-8 3-9 8 3-9 8 4-2-0 7x10 = 1 6.00 12 3x4 i 3x4 5 Scale = 1:68.0 M I� ST1.5x8 STP = 16 '1 15 'o 1a 14 <" 41 13 « 12 11 10 — ` 4xl0 MT20HS i 3x8 I 8x101 = 8x10 = HTU26 12x14 = 8x10 =HTU26 8x10 = HTU26 3x8 I I ST1.5x8 STP = 8x10 = HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4x10 MT20HS HTU26 HTU26 8x10 = HTU2fi 4-2-0 7-11.8 11-9-0 15-6-8 19-4-0 23-1-8 26-11-0 _ 31-1-0 4-2-0 3-9 8 3-9-8 3-9-8 3-9-8 3-9-8 3-9 8 4-2-0 Plate Offsets (X,Y)-- [1:0-1-9,0-1-13], [1:0-11-7,0-0-14], [4:0-5-6,Edge], [6:0-5-6,Edge], [9:0-11-7,0-0-14], [9:0-1-9,0-1-13], [11:0-3-8,0-5-12], [12:0-3-8,0-5-4], (13:0-7-0 0-6-81[14:0-3-8 0-5-4] [15:0-3-8 0-5-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.40 13-14 >919 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.55 12 >666 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.91 Horz(CT) 0.13 9 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 524 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* j 1-3,7-9: 2x4 SP M 31, 4-5,5-6: 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.1, 6-13,4-13: 2x6 SP No.2, 6-12;4-14: 2x4 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. I (lb/size) 1=8077/0-5-10, 9=10712/0-5-10 Max Horz 1=424(LC 24) Max Uplift 1=-4162(LC 8). 9=-4869(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. Max Grav 1=8360(LC 29), 9=11174(LC 30) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17004/8494, 2-3=-16960/8444, 3-4=-14744/7079, 4-5=-12625/5714, 5-6=-12627/5714,6-7=-15416/6431,7-8=-18277/7306,8-9=-20263/8280 BOT CHORD 1-16=-7448/15311, 16-17=-7448/15311, 15-177-7448/15311, 15-18=7306/15335, 18-19=-7306/15335, 14-1 9=-7306/15335, 14-20=-5928/13312, 20-21 =-5928/13312, 13-21 =-5928/13312, 13-22=-5409/13656, 12-22=-5409/13656, 12-23=-6301/16226, 11-23=-6301/16226, 11-24=-7268/17906, 24-25=-7268/17906, 10-25=-7268/17906, 10-26=-7268/17906,26-27=-7268/17906,9-27�-7268/17906 WEBS 5-13=-4803/10764,6-13=-4747/1468,6-12=-1282/4852,7-12=-3447/1194, 7-11=-1190/3956,8-11=-1876/1071,8-10=-910%1846,4-13=-3727/2514, 4-14=-2407/3624,3-14=-2641/1802,3-15=-1875/2963,2-15=-404/423 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") najlslas follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. I Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof jive loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat-1l; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 willft between the bottom chord and any other members. Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliuklee PE Nm 34869 M7e1(USA,1Ino. FL Cart 6634 '6804 Parke East Blvd. Tampa FL33810 'Date: AWARNING - Verity design parameters and READ NOTES ON THIS AND ItI CLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with MITek® connectors. This design Is based onl upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applirabiliy of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 17,2020 Job Truss Truss Type Qty Ply :�0:358:21] 2419565-PSLP-38 Bit Common Gird,er 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 stun: t114U S mar a zuzu rnnc a.z4u s dun zo zuzu M1 i eK mousmes, inc. mon muy r r , u.ra.av'u ray. a ID:aj WjtFfleUEpwgykERXAM?yl E4v-_l hxwrfa7eiy4 Wd F2K4LXFpVOBH Wx62z6zGg 1-1yyn_5c NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4162 lb uplift at joint land 4869 lb uplift at joint 9. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 20-10dxl 112 Truss, Single Ply Girder) or equivalent at 6-10-12 from the left end to connect truss(es) to front face of bottom chord. 107Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-7-12 oc max. starting at 8-10-12 from the left end to 25-6-4 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie HTU26 (20-16d Girder, 11-10dxl 1/2,Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-10-12 from the left end to 13-10-12 to connect truss(es) to front face of bottom chord. 1 12j Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 1/2 Truss) or equivalent at 27-6-4 from the left end to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/21Truss, Single Ply Girder) or equivalent at 29-6-4 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 1-9=-20 Concentrated Loads (lb) Vert: 13=-1237(F) 12=-1237(F)17=-2098(F)18=-946(F) 19=-946(F)20=-946(F)21=-946(F)22=-1236(F) 23=-1221(F) 24=-1221(F)25=-1241(F) 26=-946(F) 27=-1811(F) I ®WARNING -Verify design parameters and READ NOTES ON THIS AND I�CLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek®connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AIVSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035828 2419565-PSLP-38 C1 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:47:57 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-_uKZ7QBxhTCuODU RF2x73LfRugwdtn27Evfjrhyn??m 1-0-0 4-0-0 6-4-4 10-2-3 11-10-8 15-7-12 22-0-0 1-0-0 4-0-0 2-4-4 3-9-15 1-8-5 3-94 64� 6x8 = 4x6 = Scale: 1/4°=V ST1.5x8STP = I tZ u 9 3x6 = 3x6 = 4x6 = 3x8 II 6x8 = 15-7-12 6-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.35 10-12 >745 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.83 10-12 >311 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.31 10-12 >825 240 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, 7-8: 2x6 SP No.2, 4-7: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP M 26 ! BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2x4 SP No.3 WEBS 2 Rows at 1/3 pts 9-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Horz 2=592(LC 12) Max Uplift 9=-367(LC 12), 2=-307(LC 12) Max Grav 9=1647(LC 18), 2=1758(LC 18) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3098/310, 35=-2520/184, 5-6=-1981/339,16-7=-858/1167, 7-8=-658/1096 BOT CHORD 2-12=-887/2901, 10-12=-642/2015, 9-10=-639/?r009 WEBS 5-12=0/1057, 6-13=-3138/1312, 10-13=0/1250, 7-13=-600/827, 8-13=-1136/689, 9-13=-2793/879,3-12=-1112/413 NOTES- ! 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-7-12, Exterior(2) 15-7-12 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.01b AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. This item has been 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. electronically Signed and 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 sealed by Lee, Julius, PE will fit between the bottom chord and any other members, with! BCDL = I O.Opsf. using a Digital Signature. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-13 dead Printed copies Of this 8) Bottom chord live load (40.0 psf) and additional bottom chord load (5.0 psf) applied only to room. 10-12 9) Refer to girder(s) for truss to truss connections. document are not considered 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 9 and 307 lb uplift signed and sealed and the at joint 2. 1 signature must be verified 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. On any electronic COp18S. Julius. Lee PE No.34869 MiTek USA,.Ine _FL Cert 66-U 6904 Parke East BtvcL.Tampa FL 33610 Date: j August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type' Qty Ply T21035829 2419565-PSLP-38 C2 Half Hip 1 1 Job Reference (optional) euncers r-lrst source, mane uny, rL - dz000, o.c a 1v 1 a w . 11_.0 , aye , ID:ajWjtFfleUEpwgykERXAM?ylE4v-SLPMvZPES?ULY suJgGLo8PV44695uZnNiOgUfyn??U 1-0-0 7-3-4 14-M 22-0-0 1-0-0 7-3-4 6-8-12 B-0-0 Ann 5x6 -,:- 4 12 Scale=1:45.0 3x8 = 5 ST1.5x8 STP = a 1 6 4x6 = 2x4 II 3x6 = 3x8 = 3x6 II 22-0-0 7-0- 6-8-12 8-M Plate Offsets (X,Y)— f3:04-0 0-3-01 (4:0-3-0,0-2-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.11 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.12 2-9 >999 240 Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 ' WEBS REACTIONS. (size) 6=Mechanical, 2=0-7-10 Max Horz 2=537(LC 12) Max Uplift 6=-606(LC 12), 2=-581(LC 12) Max Grav 6=1096(LC 17), 2=1168(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1733/1023, 3-4=-966/626, 4-5=-808/697, 5-6=-945/927 BOT CHORD 2-9=-1401/1583, 7-9=-1402/1580 WEBS 3-9=0/291, 3-7=-877/795, 4-7=-141/329, 5-7=-9,16/1059 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-4 oc bracing. 1 Row at micipt 5-6. 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-0-0, Exterior(2) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ;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 ponding. 3) This truss has been designed fora 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, with) BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 6 and 581 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuGu5lee PE No: 34869 MTgk USA, Ina FL Cert SOU '8904 Parke East Btid. Tampa Fl. 33610 Date: August 17,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITekO connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss,web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035830 2419565-PSLP-38 C3 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant Glty, FL - JZbbb, o.—U .7 IVIGI a cucu rvu 1 an uiuuau ice, iu1. ww,. n.y , , w.��.. � �. — . o'- , ID:aj WjtFfleUEpwgykERXAM?ylE4v-wYzk7vQsDJcCA8R4sXnaKMxhOUPwgODwcMmDO5yn??T 1-0-0 6-9-4 13-0-0 17-6-0 22-0-0 1-0-0 6-9-4 6-2-12 4-6-0 4-6-0 46 = 4 13 3x4 = 2x4 I I 14 5 156 ST1.5x8 STP = V 3x6 = V 7 4x6 = 2x4 II 3x8 = 6x8 = Scale = 1:42.8 6-9-4 13-0-0 22-0-0 6-9-4 6-2-12 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.22 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.40 7-8 >639 240 BCLL 0.0 * Rep Stress Incr YES I WB 0.79 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wind(LL) 0.09 2-10 >999 240 Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=503(LC 12) Max Uplift 7=-595(LC 12), 2=-592(LC 12) Max Grav 7=1062(LC 17), 2=1175(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1777/1100, 3-4=-1087/705, 4-5=-919/755 BOT CHORD 2-10=-1443/1620, 8-10=-1443/1620, 7-8=-506/564 WEBS 3-8=-7987778, 5-8=451/641, 5-7=-987/912 NOTES- I 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp'h; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 215-13, Inte(or(1) 21-5-13 to 21-10-4 zone; cantilever left an� right exposed ;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 ponding. 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, with IBCDL = i O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 592 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Mc. FL:Cert6634 6904 Parke Eaet BNd. Tampa FL33610 bate: August 17,2020 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MIT&O connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall �iTek' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type, City Ply T21035831 2419565-PSLP-38 C4 Half Hip ! 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24U s Mar a 2020 MI I ek industries, Inc. Man Aug _1 r 08:48a8 zuzu rage i ID:aj WjtFfleU EpwgykERXAM?yl E4v-sw5VYbR6lwswPRbTyp2Qn13DH5d IN DD3gFK5zyn??R 1-0-0 5-7-8 11-0-0 16-6-0 22-0-0 1-0-0 5-7-8 5-4-8 5-6-0 5-6-0 4x6 = 13 3x4 = 14 5 15 Scale = 1:39.0 2x4 11 ST1.5x8 STP = 4x6 = 7 2x4 11 3x8 = 6x8 = 4x6 = 5-7-8 54-8 11-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.33 7-8 >781 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.67 7-8 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.07 8-10 >999 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-0-13 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Harz 2=433(LC 12) Max Uplift 7=-575(LC 12), 2=-611(LC 12) Max Grav 7=1020(LC 17), 2=1164(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1801/1223, 3-4=-1278/860, 4-5=-1104/879 BOT CHORD 2-10=-1490/1631, 8-10=-1490/1631, 7-8=-672n47 WEBS 3-8=-600/687, 4-8=0/253, 5-8=-299/514, 5-7=-1031/964 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-10-4 zone; cantilever left ancj right exposed ;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 ponding. 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, witNBCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 575 lb uplift at joint 7 and 611 lb uplift at This item has been joint 2. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee 'PE No.34868 miTek USA, lric. k Cart 6834 01114 Parke East BIvtLSampa FL33616 � Date: August 17,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss 'Web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035832 2419565-PSLP-38 C5 Half Hip i 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar s 2020 Mi t etc mausmes, urc. MUn Huy 11 VO.9O.4U LULU Faye , ID:aj WjtFfleUEpwgykERXAM?yl E4v-pJDFyHTMHY6eflis5NsW VC6Pf5nSmG7WX_kR9syn??P 1-0-0 4-9-4 9-0:0 15-6-0 22-0-0 1-0-0 4-9-4 4-2-12 6-6-0 6-6-0 Scale = 1:38.8 1 1 4x6 = 4x6 = V 3x4 = 12 5 13 14 3x6 = 9-0-0 1 , 15-6-0 , 22-0-0 9-0-0 6-6-0 6-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 2-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.32 2-10 >811 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-SH Wind(LL) 0.08 2-10 >999 240 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=364(LC 12) Max Uplift 7=-559(LC 12). 2=-627(LC 12) Max Grav 7=966(LC 1), 2=1122(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1700/1298, 3-4=-134711006, 4-5=-1179/997, 5-6=-1029/849, 6-7=-906/821 BOT CHORD 2-10=-1477/1545, 8-10=-849/1029 WEBS 3-10=-421/543, 4-10=-72/315, 5-8=-600/665, 6;8=-1020/1237 NOTES- i 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 I 2) Provide adequate drainage to prevent water ponding. 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 truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 lb uplift at joint 7 and 627 lb uplift at joint2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified I on any electronic copies. Juliae'Lee PE No; 34869 IJT USA,dnc.FLQeri6634 '6904 Parke East Blvd; -Tampa FL 33610 bate. j August 17,2020 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekOO connectors. This design is based onliy upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual lruss�web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T21035833 2419565-PSLP-38 C6 Half Hip Gilrder 1 1 Job Reference (optional) Builders first Source, mast Lary, rt-- 3Y300, o.—... ,, . <.. I ,.,.... ,,..y ......�...« �..�.. ...�.. . ID:ajWjtFfleUEpwgykERXAM?yl E4v-IhK?NzUdo9MLu3vEDou_adBiLvSFE5yp_IDYElyn??N 1-0-0 7-0-0 14-6-0 22-0-0 1-0-0 7-0-0 7-6-0 7-6-0 Special 5x6 • NAILED 3 1n Scale = 1:38.6 NAILED NAILED NAILED NAILED 6x8 = NAILED NAILED 6x8 = 11 19 1'i 4 1d 1S 16 17 5 ST1.5x8 STP = 3x4 — NAILED 3x8 MT20HS = 5x8 —_ NAILED NAILED NAILED 6 3x6 = NAILED NAILED 4x6 ll Special NAILED 7-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.32 7-9 >813 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, BOT CHORD 2x4 SP M 31 'Except except end verticals. 2-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-7 3-9,4-7: 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-7-10 Max Horz 2=295(LC 8) Max Uplift 6=-1419(LC 8). 2=-1251(LC 8) Max Grav 6=2333(LC 25), 2=2108(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 2-3=-3754/2094, 3-4=-3312/1966, 45=-0491/2071, 5-6=-2178/1476 BOT CHORD 2-9=-1960/3280, 7-9=-2071/3491 WEBS 3-9=-178/831, 4-9=-326/212, 4-7=-1241/1162, 5-7=-2227/3763 NOTES- 1) Wind: ASCE 7-10; VuIt=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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. This item has been 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1419 lb uplift at joint 6 and 1251 lb uplift electronically signed and at joint2. sealed by Lee, Julius, PE 8) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (0.148"x3.25")Itoe-nails per NDS guidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 511 lb down and 488 lb up at Printed copies of this p 7-0-0 on top chord, and 415 lb down and 212 lb up at 7-0-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. document are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inrease=1.25 Uniform Loads (plf) JuGup Lee PE Nor34669 Vert: 1-3=-70, 3-5=-70, 2-6=-20 MTek USA, Ina FL Cert6634 '6904 Parke East B14.tampe FL 33810 bate: August 17,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MDEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual buss:web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Typel Qty Ply T21035833 2419565-PSLP-38 C6 Half Hip Girder 1 1 Job Reference (optional) ewnaers rirsi zource, t-iani Urty, M - OZ00o, I ID:ajWjtFfleUEpwgykERXAM?ylE4-Dut10bJVFZT6CWCU& F;P ;gkt4loUzYCyDyy5mByn??M LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-205(B) 9=-369(B) 10=-139(B) 11=-139(B) 12='139(B) 14=-139(B) 15=-139(B) 16=-159(B) 17=A66(B) 18=-59(B) 19=-59(13) 20=-59(B) 21=-59(B) 22=-59(B) 23=-45(B) 24=-47(B) ®WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not MF a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual trusslweb andlor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 I Job Truss Truss Type Qty Ply T21035834 2419565-PSLP-38 C7 Half Hip 1 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MITek in0usmes, Inc. noon Aug i / 08:48:26 202u rage I ID:ajWjtFfleUEpwgykERXAM?yl E4v-dTaW DKX7s0snNgC?SeywkTmgwpOAtgOvvBINWyn??J 1-0-0 4-0-0 6 4� 10-2 3 11-10-8 13-8-0 15-7-12 22-0-0 1-0-0 4-0-0 2-44 3-9-15 1-8-5 1-9-8 1-11-12 6 4 4 5x6 = 2x4 II 7 15 4x6 = Scale = 1:43.9 ST1.5x8 STP = " 10 3x6 = 3x6i = 4x6 = 3x8 I 6x8 = 15-7-12 5-3-12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.77 BC 0.78 WB 0.91 f Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.35 11-13 >747 360 Vert(CT) -0.83 11-13 >311 240 Horz(CT) 0.03 10 n/a n/a Wind(LL) 0.33 11-13 >791 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, 7-9: 2x4 SP No.2, 4-7: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP M 26 j BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-14 OTHERS 2x4 SP No.3 2 Rows at 1/3 pts 10-14 I REACTIONS. (size) 10=Mechanical, 2=0-7-10 Max Horz 2=529(LC 12) Max Uplift 10=-346(LC 12), 2=-329(LC 12) Max Grav 10=1609(LC 18), 2=1751(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3065/407, 35=-2492/250, 5-6=-1965/405,' 6-7=-735/1398, 7-8=-997/1536, 8-9=-888/1401 1 BOT CHORD 2-13=-913/2850, 11-13=-614/1973, 10-11=-602/1977 WEBS 5-13=0/1044, 6-14=-3487/1272, 11-14=0/1257, 8-14=522/597, 9-14=-1417/911, 10-14 =-2703/806, 3-13 =- 110 11408, 7-14=- 172/3 65 NOTES- 1) Wind: ASCE 7AO; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=71t; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-8-0, Exterior(2) 13-8-0 to 21-104 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.Olb AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, wit lll BCDL = 10.Opsf. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-1, Printed copies of this 8) Bottom chord live load (40.0 psf) and additional bottom chord ;dead load (5.0 psf) applied only to room. 11-13 document are not considered 9) Refer to girder(s) for truss to truss connections. signed and sealed and the 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 346 lb uplift at joint 10 and 329 lb uplift signature must be verified at joint 2. 11) AtTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. on an electronic copies. y p Julius Lee PE'No. 34869 Mi rok USAJrii. FL'Cert 6634 6904 ParkeEast Blvd. Tampa FL33610 Date:. August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is atways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Typel Qty Ply T21035835 2419565-PSLP-38 C8 Half Hip 1 1 Job Reference (optional) onn nnnn D.,.... i Builders First Source, F'lant Glty, FL - 32566, 0.1— a I Idl a 4UZU rvu i cn iuuua n=s, r.c. on nay ...,.+.+.�.. �..�.. may.. ID:ajWjtFfleUEpwgykERXAM?ylE4v-22FfrMa09JEME7xa7mWdM5_sEjgENE4rbtPP_ryn??G t t-8-0 -t-0-0 6-44 1%2J 10- -8 15-7-12 22-0-0 1-0-0 6-4-4 0 -515-8 3-11-12 ;7 644 4x6 = Scale = 1:41.8 2x4 I I 4x6 = 412 5 16 6 17 7 • 3x8 i 4 6.00 12 5x6 i 12 2x4 II 6x8 — 3 15 14 2 �} o ` ` 11 18 19 10 9 ST1.5x8 STP = 2x4 I 4x10 MT20HS = 3x8 I I 8 = 3x8 i i 6x8 644 11-8-0 15-7-12 22-0-0 6-4-4 5-3-12 3-11-12 64-4 Plate Offsets (X Y)-- [2.0-2-10 0-1-8] [B:Edge 0-4-0] [9:04-12 0-1-81 r13:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 1.00 Vert(LL) -0.43 9-11 >607 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.01 9-11 >257 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.49 11 >531 240 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 4-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-7-10 Max Horz 2=459(LC 12) Max Uplift 8=-326(LC 12), 2=-349(LC 12) Max Grav 8=1527(LC 18), 2=1723(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2397/200, 3-4=-2099/493, 4-5=-1781545, 5-6=-145/669, 6-7=-120/567 BOT CHORD 2-11=583/2064, 9-11=-583/2064, 8-9=-580/2052 WEBS 3-11 =0/594, 4-12=-2763/710, 12-13=-2740/7261 9-13=011 320, 6-13=-527/625, 7-13=-563/129, 8-13=-2681/744 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp1h; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(l) 5-0-0 to 11-8-0, Exterior(2) 11-8-0 to 20-1-13, Interior(1) 20-1-13 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.01b AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 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 nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-12, 12-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 8 and 349 lb uplift at joint 2. I 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julia,Lee PE,No. 34869 Mir ek USA,,litn. FL:Cert 6634 '6904 Parke East BNd: Tampa FL 33610 Dafe: August 17,2020 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss Web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highv ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Typei Ply I T21035836 2419565-PSLP-38 C9 Roof Special �Qty 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:48:33 2020 Page 1 ID:ajWjtFfleU EpwgykERXAM?yl E4v-wpVAhjdWDXlnjlELMcbZXx8Z4KCwJ4bQW V Nd7cyn??C 14-0-0 4-0-0 6-0A 8-2- -10-8 11.0-0 12-9-0 13-9-13 15-7-12 17-7-12 22-M 1-0-0 4-0-0 2-0� 1-9-15 -8-5 2-1.8 1-g-0 1-0-13 -63 1-0-12 2_ti 4-0-0 Scale = 1:41.3 5x6 = 3x8 i 6-4-4 2x4 5 5x6 = 2x4 II 3x6 = 4x1UM12UHS = 7x10 = 2x4 II 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.26 14-16 >997 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.61 14-16 >422 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.24 16 >999 240 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc pudins, 1-5: 2x4 SP M 31, 5-10: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8, 17, 10 I REACTIONS. (size) 12=Mechanical, 2=0-7-10 Max Horz 2=390(LC 12) Max Uplift 12=-319(LC 12), 2=-371(LC 12) Max Grav 12=1491(LC 18), 2=1695(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2665/345, 3-4=-2265/547, 5-6=-3/293, 6-7=0/1198, 7-8=-1153f713, 8-10=-1473/716, 6-9=-1172/0, 9-11 =-1 183/0, 11-12=-829/119 BOT CHORD 2-16=-607/2318, 14-16=-607/2318, 13-14=-920%1301, 12-13=-916/1231 WEBS 3-16=0/686, 4-17=-2609/527, 7-17=-2629/528, 8-14=-6/716, 10-13=-1040/0, 9-10=-374/441,10-14=0/1630,10-12=-1356/1010,10-11=0/1379 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 12-2-12, Interior(1) 12-2-12 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 11-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. This Item has been 5) All plates are MT20 plates unless otherwise indicated. electronically signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this P 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-17, 7-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 document are not considered 10) Refer to girder(s) for truss to truss connections. I signed and sealed and the 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 12 and 371 lb uplift signature must be verified at joint 2. 12) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. on any electronic copies. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Jullu$Lee PENo.34869 MiTek USA, Ilia FL Cott 6634 '69U4 Parke East 131vt0ampa EL 33610 • 'Date: Aunust 17.2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119r2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based on�y upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss kveb and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS77rP1f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply i T21035837 2419565-PSLP-38 C10 Roof Special 1 1 Job Reference (optional) buiiaerS mrsi bource, viarn uiry, r-L - aG0e0, .. a I—. a m., oo ,—.. —..y „ ____ ...y.. ID:aj WjtFfleUEpwgykERXAM?yl E4v-wGRJY5CBD5TceWepNTzbBmkl_deoLiXQiDBgwayn??k 14-4-0 -1-0-0 4-0-0 6-4-0 8-23 -10-8 11-0-0 12-9-0 13-9.13 15-7-12 17-7-12 22-0-0 1-0-0 4-0-0 2-44 1-9-15 -8.5 2-1-8 1-9-0 1-0-13 -6-3 1-3 2-0-0 4-4-3 Scale = 1:39.5 5x6 = 6.00 12 5x6 G 4 2x4 �� 19 3 2 o r 17 ST1.5x8 STP = 3x8 i 3x6 6.4-4 R-A- 6 3x6 4x12 i = 7 5x6 = 5 8 2x4 II 10 21 22 16 15 14 4x6 = 7x10 = 2x4 II 15-7-12 , 17-7- LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in ([cc) I/defl L/d TCLL 20.0 Plate Grip DOL 1., TC 0.93 Vert(LL) 0.24 15-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.56 15-17 >462 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.13 15-17 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-6: 2x4 SP M 31, 6-11: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 JOINTS 3x8 = 12 13 6x8 = 22-0-0 4-4-4 PLATES GRIP MT20 244/190 Weight: 152 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 1 Brace at Jt(s): 18 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=321(LC 12) Max Uplift 13=-005(LC 12), 2=-385(LC 12) Max Grav 13=1471(LC 18), 2=1676(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3130/552, 3-4=-2717/419, 4-5=-2187/538j 5-6=0/347, 6-7=0/394, 7-8=-2130/583, 8-9=-636/548, 9-11=-774/454, 8-1 0=-1 727/87, 10-12=-1729/126, 12-13=-783/198 BOT CHORD 2-17=-767/2877, 15-17=-531/2307, 14-15=-72�/1275, 13-14=-728/1240 WEBS 4-17=011060, 5-18=-2684/418, 7-18=-2704/417, 9-15=0/338, 11-14=-731/0, 1 0A 1 =-306/361, 11-15=011564, 11 A 3=-1 356f7,93, 11-12=-121/1835, 3-17=-715/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-2-12, Interior(1) 14-2-12 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 11-M from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-18, 7-18 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 13 and 385 lb uplift at joint 2. 1 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) &TIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juriu Lee PE,No.34869 MTek.IJSA, Inc. FL.Cert6634 '6904 Parke East Blvd. Tampa FL 33610 Date: , August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND Ii NCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based onf y upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss1web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T21035838 2419565-PSLP-38 C11 Roof Special 1 1 Job Reference (optional) rsuncers rust ,ource, r-iam arty, rL - OZ000, —1... ,.,o, � — — , ,, , 1.1-1. , — , I ---- .— . ID:ajWjtFfleU EpwgykERXAM?yl E4v-Kr7SB7F4WOrBV_NO2bXlmPMGurflY3usOANU Wvyn??h 14-4-0 -1-0-0 4-0-0 6 4- 8-2-3 -10-8 11-0-0 12-9.0 13-9-13 15-7-12 17-7-12 22-M 1-0-0 4-0-0 2�� 1-9-15 -BS 2-1-8 1-9-0 1-0-13 E3 1-3-12 2-0-0 44-0 Scale = 1:39.5 5x6 = ST1.5x8 STP = 3x8 i 6.00 12 5x8 i 4 2x4 19 3 6-4-4 17 6x8 — 5x12 i 6 20 21 16 4x6 = 5x8 11 2x4 I1 8 5x6 = 4x6 = 9 11 12 15 14 13 7x10 = 2x4 II 6x8 = 4-4-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ( TC 0.95 Vert(LL) -0.27 15-17 >969 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.63 15-17 >408 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC20177TP12014 MatrixSH Wind(LL) 0.14 15-17 >999 240 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 1-11A4 oc purlins, 1-6: 2x4 SP M 31, 6-10: 2x6 SP M 26 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Raw at midpt 10-13 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size) 13=Mechanical, 2=0-7-10 Max Horz 2=252(LC 12) Max Uplift 13=-282(LC 12), 2=-389(LC 12) Max Grav 13=1467(LC 18), 2=1671(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3164/617, 3-4=-2751/480, 4-5=-2193/560,� 5-6=0/532, 6-7=0/529, 7-8=-2222/589, 8-9=-2898/463, 9-10=-2415/279, 9-11=-502/189, 11-12=-583/257 BOT CHORD 2-17=-699/2922, 15-17=-463/2353, 14-15=-651/2408, 13-14=-663/2352 WEBS 4-17=011123, 5-18=-2898/446, 7-18=-2919/446, 8-15=011499, 10-14=-733/0, 10-11=335/339, 10-15=-445/371, 10-13=25721712, 10-12=-237/552, 3-17=-715/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128moh; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-2-12, Interior(1) 16-2-12 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.Olb AC unit load placed on the bottom chord, 11-M from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 8-9, 5-18, 7-18 8) Bottom chord live load (40.0 psf) and additional bottom chard dead load (5.0 psf) applied only to room. 15-17 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 13 and 389 lb uplift at joint 2. 11) Graphical purlin representation does not depict the size or th'e orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. I n N A This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. dullua Lee PE No.34869 MiTek 6SA,,Inc FL:Cett 8634 '6904 Parke.East BlvtL;Tampa F.L33610 bate_: August 17,2020 ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035839 2419565-PSLP-38 C12 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24D s Mar 9 2uzo MI i eK industries, Inc. Mon Aug 1 r 08:46:08 zuzu rage I I D: aj WjtFfl eU Epwq ykE RXAM?yl E4v-9?UjRAJ r5sbKDvgY PseiOgcLlFfjyq d m6q okZyn??b 1-0-0 4-94 9,0-0 13-0-0 184-0 22-0-0 1-0 4-9-4 4-2-12 4-M 5-4-0 3-8-0 Scale = 1:39.8 4x6 = 4x6 = ST1.5x8 STP = 8 4x6 = 3x4 = 3x6 = 3x4 = 6x8 = 9-0-0 13-0-0 - 18-4-0 22-0-0 9-0-0 4 0-0 5-4-0 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ice) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.21 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.45 8-9 >576 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) -0.26 2-11 >999 240 Weight: 106 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 I BOT CHORD REACTIONS. (size) 8=Mechanical, 2=0-7-10 Max Horz 2=-218(LC 10) Max Uplift 8=-531(LC 12), 2=-655(LC 12) Max Grav 8=966(LC 1), 2=1141(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1733/1333, 34=-1354/1091, 4-5=-1177/1050, 5-6=-1396/1047 BOT CHORD 2-11=-1307/1628, 9-11=-839/1225, 8-9=-1285/1519 WEBS 3-11=466/532, 4-11=-184/336, 5-9=-97/318, 6-9=462/534, 6.8=-1644/1454 Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals. Rigid ceiling directly applied or 4-11-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 18-4-0, Interior(1) 18-4-0 to 21-104 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live,oad 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.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing Mate capable of withstanding 531 lb uplift at joint 8 and 655 lb uplift at This item has been joint 2. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this ' document are not considered signed and sealed and the signature must be verified • on any electronic copies. Julius; Lee'PE No:34869 M& USA, Inc. FL,Cert6634 '6604 Parke test Blvd: Tampa FL 33610 • bate: j August 17,2020 i ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek(D connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual lmssweb and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highviay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035840 2419565-PSLP-38 C13 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, a.Z4D S mar a zuzu mi i eK inousmes, inc. noon t%uy 1 r uoc40. I L LULU rdyc ID:ajWjtFFleUEpwgykERXAM?yl E4v-2mkDHYML945mhW8JehieAWn?Lt5CucoKhkoOtKyn??X 1-0-0 7-0-0 15-M 20-4-0 22-0-0 1-0-0 7-0-0 8-0-0 54-0 Scale = 1:39.3 Special — Special 6x8 NAILED NAILED NAILED 5x6 = 3 11 12 13 14 4 ST1.5x8 STP = 3x6 II NAILED 5x8 WB = 6x8 — 7 3x6 = Special NAILED NAILED Special 6x8 = 5-4-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.82 BC 0.63 WB 0.69 Matrix-SH DEFL. in Vert(LL) -0.19 Vert(CT) -0.46 Horz(CT) 0.08 Wind(LL) 0.17 (loc) I/deft L/d 8-10 >999 360 8-10 >566 240 7 n/a n/a 8-10 >999 240 PLATES GRIP MT20 2441190 Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, 1-3: 2x4 SP M 31, 3-4: 2x6 SP M 26 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-8 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Harz 2=186(LC 7) Max Uplift 7=-1166(LC 8), 2=-1308(LC 8) Max Grav 7=1989(LC 30), 2=2138(LC 29) i FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3885/2226, 3-4=-339812087, 4-5=-3820/2226 BOT CHORD 2-10=-1900/3451, 8-10=-1896/3421, 7-8=-2003%3322 WEBS 3-10=-91/838, 4-8=-73/792, 5-8=-568/753, 5-7=-380512302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 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. This Item has been 6) Refer to girder(s) for truss to truss connections. plate 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 1166 lb uplift at joint 7 and 1308 lb uplift electronically signed and at joint2. sealed by Lee, Julius, PE 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 511 lb down and 486 lb up at Printed copies of this 7-0-0, and 511 lb down and 486 lb up at 15-0-0 on top chord, and 415 lb down and 212 lb up at 7-04, and 415 lb down and 212 lb up at 14-10-8 on bottom chord. The design/selection of such 'connection device(s) is the responsibility of others. document are not Considered 10) In the LOAD CASE(S) section, loads applied to the face of thIe truss are noted as front (F) or back (B). signed and Sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) JtillusLee PENo. 34669 Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 2-7=-20 NriTekUSA;4nc.FLCatt0634 Concentrated Loads (lb) '6904Parke EastBNd::TampaFL33610 Vert: 3=-205(F) 4=-205(F) 10=-369(F) 8=-369(F) 11=i139(F) 12=-139(F) 13=-139(F) 15=-59(F) 16=-59(F) 17=-59(F) bats; August 17,2020 ®WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5N9f2020 BEFORE USE. Design valid for use only with MlTelc® connectors. This design is based onlyy upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applirahility of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hlghv ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035841 2419565-PSLP-38 CA Corner Jack 12 1 Job Reference optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 1 i 08:48:36 2020 Page i ID:ajWjtFfleUEpwgykERXAM?ylE4v-LOB IJIfPVS7MaCzw1 k8G8amGIYQkWcRsCTcHjxyn??9 -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:7.0 2x4 = ST1.5x8 STP = 1-0-0 1-0-0 Plate Offsets (X,Y)— [2:0-14Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=86(LC 12) Max Uplift 3=-10(LC 1). 2=-185(LC 12) Max Grav 3=33(LC 12), 2=170(LC 17), 4=18(LCI3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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.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. j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3 and 185 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. fugue Lee PE No. 34869 MiTek USA,dne. FL Cart 8634 6904 Parke East Blvd.,Tampa EL 33810 bate_. August 17,2020 I -- AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hlghv ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035842 2419565-PSLP-38 CJ3 Corner Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MI I ek Industries, Inc. Mon Aug 17 08:48:40 2020 rage 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-D9Qp97ivZhdo2gHiGaDCJQxxe9mcSQRS75aVsiyn??5 1-0-0 3-0-0 1-0-0 3-0-0 Scale: 1 "=1' 3x4 = ST1.5x8 STP = 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 24 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 24 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 ""' 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=153(LC 12) Max Uplift 3=-71(LC 12), 2=-197(LC 12) Max Grav 3=95(LC 17), 2=248(LC 17), 4=52(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 �oad 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing 'plate capable of withstanding 71 lb uplift at joint 3 and 197 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juriuii Lee PE No: 34869 Wek USA, Ind.fL Cart 8634 '6904 Parke East BNd..Tampa Fit. 33610 'Date: AWARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hlgh�ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035843 2419565-PSLP-38 CJ5 Corner Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, i 8.z4o s Mar 9 zu2u MI I eK Industries, Inc. Mon Aug I / 08:48;42 GUN rage i ID:aj WjtFfleUEpwgykERXAM?yl E4v-9YYZaokA5ltW 17R40?FgOr09gzPAwKwIaP3bxayn??3 -1-0-0 5-0-0 1 _0 5-M i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL , 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 24 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Scale = 1:19.2 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 or- purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-163(LC 12), 2=-213(LC 12) Max Grav 3=196(LC 17), 2=335(LC 17), 4=92(LI 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (it)) or leis except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 jive 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 163 lb uplift at joint 3 and 213 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ju0ui Lee PE No:34969 MiTekUSA, lna FL Cart 6634 '6904 Parke East B1vd.Sampa F.L33610 Date: August 17,2020 ®WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERENCE PAGE MII-7473 rev. 61192020 BEFORE USE. ��' Design valid for use only with MITek® connectors. This design is based on�y upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035844 2419565-PSLP-38 CJ11 Corner Jack 2 1 Job Reference (optional) butmers t-irsi oource, riant t ny, r-L - CLOUD, .. 1 r J I • l I -I— ID:ajWjtFfleUEpwgykERXAM?ylE4v-pakgX5g1 GmFDBMY7bRfVhnJPJymeF3hOR7LrGNyn??8 -1-1-0 0-11-0 1-1-0 0-11-0 Scale = 1:9.7 5 2x4 II LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=91(LC 12) Max Uplift 5=-173(LC 12), 3=-27(LC 1), 4=-9(LCI12) Max Grav 5=190(LC 17), 3=27(LC 12), 4=8(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-173/306 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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 173 lb uplift at joint 5, 27 lb uplift at joint 3 and 9 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. J606 Loa PE No. 34869 MTekUSA,-Ine. FL CeR8634 '6904 Parke East BNd: Tampa FL 33610 Date: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss'web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply I T21035845 2419565-PSLP-38 D1 Hip Girder) 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 Mtl ek Industries, Inc. Mon Aug 'I / U6:4t1:4D 2020 rage i ID:aj WjtFfleUEpwgykERXAM?yl E4v-a7DiCgm2ODF49b9f37oNOTegcAO87W4BH NHGYvyn??O 1-0-0 5-1-0 7-11-0 9-9-8 13-0-0 1-0-0 5-1-0 2-10-0 1-10-8 3-2-8 ST1.5x8 STP = 5x8 i 6x12 MT20HS = 5x6 3x6 II 7x10 = Special Special ST1.5x8 STP = 6x8 = Scale = 1:24.5 R. 5-1-0 7-1� 9-9-8 13-0-0 5-1-0 2-0 8 2 8-0 3-2-8 Plate Offsets (X,Y)— [2:04-13,0-2-5], [3:0-9-8,0-2-4], [4:0-3-12,0-2-12] [6:0-3-11 Edge] [7:0-3-8,0-5-8], [8:0-5-0,0-6-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 7-8 >983 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 1 MatrixSH Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-13 cc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Harz 2=159(LC 24) Max Uplift 6=-3681(LC 8), 2=-2263(LC 8) Max Grav 6=6225(LC 1), 2=3580(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7082/4310, 34=-8608/5358, 4-5=-10152/6155, 5-6=-10277/6129 BOT CHORD 2-9=-3734/6230, 8-9=-3728/6226, 7-8=-4599/7679, 6-7=-5379/9083 WEBS 3-8=-2442/3896, 4-8=-168912732, 4-7=-1278/2 09, 5-7=-304/364 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. electronically signed and 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. IPrinted 'plate copies of this p 9) Provide mechanical connection (by others) of truss to bearing capable of withstanding 3681 lb uplift at joint 6 and 2263 lb uplift at joint 2. document are not considered 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4538 lb down and 2923 lb up at signed and sealed and the 7-1-8, and 2067 lb down and 1159 lb up at 9-0-12, and 2067, lb down and 1157 lb up at 11-0-12 on bottom chord. The signature must be verified design/selection of such connection device(s) is the responsibility of others. • I on any electronic copies. LOAD CASE(S) Standard JulitiiLeePENo 34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 nTekUSA, In"a FLCeR6634 Uniform Loads (plo 9904ParkeEastBlvd. Tampa F.L33610 Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-6=-20 bate: August 17,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based oniy upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual trusslweb and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21035845 2419565-PSLP-38 Dill Hip Girder 1 Job Reference (optional) Builders First Source, Plant city, I-L - 32b66, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-4467(F) 10=-2067(F) 11=-2067(F) o.z4u s mar a zuzu iwi i eK inausrnes, inc. mun May i f uo.4o— LULU ray. ID:ajWjtFFleU EpwgykERXAM?ylE4v-a7DiCgm2ODF49b9f37oNOTegcAO87 W4BHN H GYvyn??0 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INiCLUDED MREK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss.�veb and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain High�ay, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035846 2419565-PSLP-38 D2 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, a.24u s Mar a zuzu Mi Tek Industries, inc. Mon Aug i r 08:48:47 2020 rage r ID:aj WjtFfleUEpwgykERXAM?yl E4v-W VLSdWolwrWcOuJ2BYrr5uk01_4dbaTUkhmMcoyn??_ 1-0-0 4-0-0 9-0-0 13-0-0 14-0-0 1-0-0 4-0-0 5-0-0 4-0-0 1-0-0 NAILED 4x6 = NAILED 9 NAILED NAILED NAILED 4x6 = 10 11 4 3x4 = NAILED NAILED 3x4 = 4-0-0 9-0-0 13-0-0 Scale = 1:24.4 I$. 4-0-0 5-0-0 4-0-0 Plate Offsets (X Y)— [2:0-2-0 Edge] [5:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.07 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 49 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=-141(LC 23) Max Uplift 2=-579(LC 8), 5=-579(LC 8) Max Grav 2=906(LC 29), 5=906(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1372/740, 3-4=-1157/706, 4-5=-1371 /740 BOT CHORD 2-8=558/1198, 7-8=-552/1206, 5-7=-556/1195 WEBS 3-8=0/287, 4-7=0/287 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-9-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the' bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 579 lb uplift at joint 2 and 579 lb uplift at joint 5. 1 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148" x3.25")'toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of they truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate In8rease=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-43(B) 4=-43(B) 8=-24(B)7=-24(B)9=-40(B)10=-40(B)11=-40(B)12=-16(B) 13=-16(B) 14=-16(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No:34869 MTGk USA,Jno. FL Cert 663.4 '6904 Parke.East Blvd. Tampa FIL33610 Date: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII.7473 rev. 5/19MO20 BEFORE USE. . Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss,web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highkay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Typei City Ply T21035847 2419565-PSLP-38 EJ3 Jack -Opens 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 Mirek Industries, !no. Mon Aug l7 08:48:49 2020 rage i ID:ajWjtFfleUEpwgykERXAM?yl E4v-SuTD2CpZRSm WdCTQlztJAJpTNn63VfnB_FTggyn?,y 1-0-0 3-0-0 1-0-0 3-0-0 I • Scale: 1"=1' 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 do bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-71(LC 12), 2=-197(LC 12) Max Grav 3=95(LC 17), 2=248(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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.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 71 lb uplift at joint 3 and 197 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jullu5'Lee PE No: 34869 Wilt tISA, inc. FL Cert 6634 '6904 Parke East Blvd.:Tampa F.L33610 bate: August 17,2020 ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss iWeb and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035848 2419565-PSLP-38 EJ4 Jack -Open 3 1 Job Reference (optional) buncers rlrst z ource, mare ldty, M - ocaoU, �.�... ., �..�.. �......,. ..._....—� -- ---- ---- ID:aj WjtFfleUEpwgykERXAM?yl E4v-IEOsW byyoceXzHVmCxVyyobdicD7CfOppaSLQnyn?_r 1-0-0 4-0-0 1-0-0 4-0-0 3 6.00 12 I 2 4 A° 3x4 ST1.5x8 STP = Scale=1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=188(LC 12) Max Uplift 3=-120(LC 12), 2=-203(LC 12) j Max Grav 3=147(LC 17), 2=290(LC 17), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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.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 120 lb uplift at joint 3 and 203 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juffu5'Lee PE No; 34869 fill USA, Mr. FL Cett 66.34 6904 Parke East Blvd. Tampa FL 33810 I Date_• August 17,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035849 2419565-PSLP-38 EJ7 Jack -Open) 30 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar a 2020 MI I ex induslne5, in(;. Mon Huy 11 Uo.4U. 4U4U rage 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-_zRGPgObgNnFYfhVEK93ghT81 E8pokd8tU7JElyn?_I 1 O 0 7-0-0 1-0-0 7-M 4x6 = ST1.5x8 STP =j 7-M 7-0-0 m d 6 A M Scale = 1:24.8 Plate Offsets (X Y)-- [2:0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.08 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.19 24 >408 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MatrixSH Wind(LL) 0.16 2-4 >483 240 Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-3 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=292(LC 12) Max Uplift 3=-218(LC 12). 2=-239(LC 12) ! Max Grav 3=269(LC 17), 2=429(LC 17), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-114 zone; cantilever left and right exposed ;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 Toad 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 239 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juflusue PE No.,34869 NliM USA,df(o. FL CeR 66M 13804 Parke East BNd Tampa F.L33810 bate: August 17,2020 ®WARNING- Vedfydasign parameters and READ NOTES ON THIS AND I{JCLUDED MITIEK REFERENCE PAGE MIL7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors. This design is based on+y upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual nussiweb and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hight ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type; Qty Ply T21035850 2419565-PSLP-38 EJ31 Jack -Open, Supported Gable 1 1 Job Reference (optional) euitaers t-trst'ource, viant uity, t-L - 3ZDbU, 0.44u s rv,a, a cucu rvu, an uwuau,co, Iiu. [viul I muy , rayc , ID:ajWjtFfleUEpwgykERXAM?ylE4v-tTBLgOrRkN85VgB?z5QOoyRyj?s9GsPDuyU7H?yn? v 1-0-0 3-0-0 1-0-0 3-0-0 Scale: V=1' 4x6 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=3-M, 2=3-0-0 Max Horz 2=150(LC 12) Max Uplift 4=-76(LC 12), 2=-161(LC 12) Max Grav 4=144(LC 17), 2=227(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250, (lb) or less except when shown. TOP CHORD 3-4=-135/314 I PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-M oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing blate capable of withstanding 76 lb uplift at joint 4 and 161 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ju6ti Lee PE No.34869 MtTek USA,,Inc, FL Ced 8634 '6904 Parke East Blvd: Tampa FL 33610 Mate_: A ...... ...a 47 nAnA MUUUQL t r ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type! Qty Ply I T21035851 2419565-PSLP-38 EJ32 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.240 s Mar 9 2020 MI I ek Industries, Inc. Mon Aug I r 06:46.54 LULU rdyu i ID:ajWjtFfleUEpwgykERXAM?ylE4v-prG65vthG_OpkzLO5WTUtNW14oYdkluWLGzELuyn? t 1-1-0 2-11-0 1-1-0 j 2-11-0 I Scale = 1:14.7 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 2-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 j Matrix-P Wind(ILL) 0.00 2 **** 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-9-0 REACTIONS. (size) 4=Mechanical, 2=0-2-8, 5=Mechanicall Max Horz 2=135(LC 12) Max Uplift 4=-114(LC 12), 2=-145(LC 12) Max Grav 4=121(LC 17). 2=227(LC 17), 5=57(LC 3) PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or leis except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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.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 at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 4 and 145 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ju6ualee PE No:34869 r0k USA, Inc. FL CeR 6634 '6904 Parke East Blvd. Tampa FL33810 Date_: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss sysiems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply I T21035852 2419565-PSLP-38 EJ51 Jack -Open) �Qty 5 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, ts.z4u s Mar 9 2020 Mi I ex industries, inc. Mon Aug i r uo.vo.di 2020 rdyu i ID:ajWjtFfleUEpwgykERXAM?ylE4v-DQyEjxvaZvmObR4zmeOBV?8fNOQbx6eyl EBuyDyn?_q 1-1-0 5-3-0 1-1-0 5-3-0 5 4x10 MT20HS 11 ST1!5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.03 4-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.07 4-5 >853 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.09 4-5 >692 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=240(LC 12) ' Max Uplift 5=-185(LC 12), 3=-174(LC 12), 4=-7(LC 12) Max Grav 5=340(LC 17), 3=204(LC 17), 4=97(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-310/455 Scale = 1:22.7 PLATES GRIP MT20HS 187/143 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 5, 174 lb uplift at joint 3 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MTek USA, inm FL Celt 6634 6904 Parke East Blvd, Tampa FIL33610 Date: August 17,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5111912020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type, Qty Ply T21035853 2419565-PSLP-38 EJ52 Jack -Openly 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1 8.240 s Mar 9 2020 MI I ek Industries, Inc. Mon Aug i f 08:48:59 2020 rage i j ID:ajWjtFfleUEpwgykERXAM?ylE4v-Ap3?8cxg5X05gkELu32faQD?2pBz008FVYg?05yn?_o 1-1-0 4-11-0 5-3-a 1-1-0 4-11-0 -4-0 3x4 5- 3x6 \\ ST1.5x8 STP = 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.04 2-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.09 2-6 >717 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 5 n/a n/a BCDL 10.0 Cade FBC2017lrP12014 Matrix-P Wind(LL) 0.00 2 -**' 240 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x8 SP 240OF 2.0E 3-0-11 REACTIONS. (size) 5=Mechanical, 2=0-6-10, 6=Mechanical Max Horz 2=206(LC 12) Max Uplift 5=-206(LC 12). 2=-183(LC 12) Max Grav 5=233(LC 17), 2=339(LC 17), 6=104(IfLC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:24.7 PLATES GRIP MT20 2441190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-1-0 to 4-11-0, Intedor(1) 4-11-0 to 5-3-0 zone; cantilever left and right exposed ;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.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 206 lb uplift at joint 5 and 183 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jullup Lee PE.No. 34889 MTek.uSA, Inc. FL Cert 8634 8904 Parke East Blvd, Tampa FL 33610 Date: August 17,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss'web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply T21035854 2419565-PSLP-38 EJ53 �=Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:49:03 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-2aJV_L8IXXJMX67v7bkGOtRQSIKp_rQAeD9tyn?_k 1-1-0 2-11-0 53-0 1-1-0 2-11-0 2-4-0 Special 4x6 = NAILED ST1.5x8 STP = bpeciai NAILED 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 15.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Incr NO WB 0.07 BCDL 10.0 Code FBC2017IT'P12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 1-9-0 REACTIONS. (size) 5=Mechanical, 2=0-6-10, 6=Mechanicial Max Harz 2=138(LC 8) Max Uplift 5=-145(LC 4), 2=-251(LC 8), 6=-118(LC 8) Max Grav 5=145(LC 29), 2=374(LC 29), 6=227(I C 29) FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.7 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.18 2-7 >338 240 MT20 244/190 Vert(CT) -0.20 2-7 >317 180 Horz(CT) 0.13 5 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing (plate capable of withstanding 145 lb uplift at joint 5, 251 lb uplift at joint 2 and 118 lb uplift at joint 6. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") itoe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 282 lb up at 2-11-0 on top chord, and 52 lb down and 17 lb up at 2-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-16(B) 5=43(B) 6=-16(B) 7=-9(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuliueLee PE Nw 34869 MiTek USA, Inc. FL Cert 6634 6804 Paake East BNd;,Tampa EL 33610 bate: August 17,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND II NCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 5119I2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss�web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hlgh�ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035855 2419565-PSLP-38 EJ71 Common 3 1 Job Reference (optional) Builders 1-irst source, t9ant uty, t'L - 3Z0130, .— a r .. a <u i . i cn ,—I. , u , , .............. . ID:aj WjtFfleUEpwgykERXAM?yl E4v-PY601 h2Tz19gP7Q4vSjmRK5Y_RAy?5MaZSM_r4yn?_f -1 6-M 7-0-0 1V6-M 0-6-0 3 ST1.5x8 STP 3x6 I 4x6 = 3-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.05 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.13 2-4 >587 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.12 2-4 >670 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=0-7-10, 4=Mechanical Max Horz 2=285(LC 12) Max Uplift 2=-237(LC 12). 4=-206(LC 12) Max Grav 2=421(LC 17), 4=346(LC 17) Scale: 112"=1' PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-247/427 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-9-2 zone; cantilever left and right exposed ;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.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 237 lb uplift at joint 2 and 206 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PENo: 34869 MTek USA,<Inc. FL Cart 6634 6904 Parke East BkL.Tampa FL 33810 bate: August 17,2020 -- ®WARNING - Verify design parameters and READ NOTES ON THIS AND II NCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITekOO connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss1web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035856 2419565-PSLP-38 EJ72 Jack -Open, 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:49:11 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?yl E4v-p7oXfj4MGDXOGb8fbaGT3yj4ffADCQzOFQaeSPyn?_c 1-0-0 5-9-8 7-0-0 1-0-0 5-9-8 1-2-8 I 46 = ST1.5x8 STP = 3x6 11 5 3x8 = 5-9-8 7-0-0 5-9�-8 1-2-8-8 1-2-8 Scale = 1:22.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) -0.09 2-6 >837 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.24 2-6 >326 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.08 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.28 2-6 >283 240 Weight: 28lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=253(LC 12) Max Uplift 4=-24(LC 8), 2=-258(LC 12). 5=-178(LC 12) Max Grav 4=68(LC 22), 2=433(LC 17), 5=272(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-237/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mPh; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 5-9-8, Exterior(2) 5-9-8 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 1 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 truss to bearing 'plate capable of withstanding 24 lb uplift at joint 4, 258 lb uplift at joint This item has been 2 and 178 lb uplift at joint 5. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U868 MTek USA,.Inc. FL Cart 8634 6904 Parke Eeat Blvd. Tampa FL 33610 Date: August 17,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual trussiweb and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035857 2419565-PSLP-38 EJ73 Jack -Open, 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = ST1.5x8 STP = 6-10-0 6-10-0 6-10-0 6-10-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 1 / U6:49:13 2U2U rage i ID:ajWjtFfleUEpwgykERXAM?ylE4v-IVwH4P6cogn6Wul l i?lx8NoT?SwggLbJjj3kW Hyn?_a M d Scale = 1:24.8 Plate Offsets (X Y)— 11:0-1-15 0-1-81 1 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.11 1-4 >716 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 1-4 >358 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Wind(LL) 0.00 1 "" 240 Weight: 27lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-7-5 i REACTIONS. (size) 1=0-5-10, 3=Mechanical, 4=Mechanical Max Horz 1=243(LC 12) Max Uplift 1=-96(LC 12), 3=-259(LC 12) Max Grav 1=317(LC 17). 3=297(LC 17). 4=131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-260/125 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-13 to 6-2-13, Interior(1) 6-2-13 to 6-9-4 zone; cantilever left and right exposed ;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.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 96 lb uplift at joint 1 and 259 lb uplift at joint 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No., 34869 Mil USA,•Inm FL Cert6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual trusslweb and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035858 2419565-PSLP-38 G1 Half Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar a 2026 MI i ex incusmes, inc. Mon Aug i i uo:49. r o cucu rays r ID:ajWjtFfleUEpwgykERXAM7ylE4v-iu12V57sKR1gICSQgQLPDoukDGaw81 QcA1YrbAyn?_Y 1-0-0 4-9-0 1 7-1-8 11-9-8 16-11-0 18-0-0 1-0-0 4-9-0 2-4-8 4-8-0 5-1-8 3 5x8 i 5x8 = 8x14 MT20HS = 6xl2 MT20HS = 5x8 = 10x12 =------------ 1ux1z = 6x8 = Special Special Special Scale = 1:31.0 ST1.5x8 STP = 8x14 MT20HS I I 4-9-0 7-1-8 11-9-8 16-11-0 4-9-0 12 4-8 4.8-0 5-1-8 Plate Offsets (X Y)-- [2:0-3-11 Edge] [3:0-5-12 0-3-41 [4:0-3-5 0-2-8] [6:0-3-12 0-2-41 [8:Edge 0-7-4] [9:0-5-4,0-6-81, [11:0-3-8 0-6-41, [12:0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.29 9-11 >668 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.36 9-11 >539 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Cade FBC2017rrP12014 MatrixSH Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, 5-7: 2x4 SP No.1, 3-5: 2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 84-10 oc bracing. WEBS 2x4 SP No.3 *Except* 6-8: 2x8 SP 240OF 2.OE, 6-9: 2x4 SP M 31 REACTIONS. (size) 8=0-6-10, 2=0-7-10 Max Horz 2=223(LC 8) Max Uplift 8=-5044(LC 8), 2=-3448(LC 8) Max Grav 8=8630(LC 1), 2=5719(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11723/6878, 3-4=-10092/6022, 45=-16048/9522, 5-6=-14124/8173, 6-8=-6510/3900 BOT CHORD 2-12=-6214/10415, 11-12=9526/16046, 9-11=-18232/14200, 8-9=-502/886 WEBS 3-12=-2879/4922, 4-12=-7887/4705, 4-11=-2937/4932, 5-11=-1443/2276, 5-9=-12161885, 6-9=-8494/14635 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6; 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. I 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. This Item has been II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Lee, Julius, PE 5) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies of this 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. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5044 lb uplift at joint 8 and 3448 lb uplift signed and sealed and the at joint 2. signature must be verified 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4547 lb down and 2831 lb up at on any electronic copies. 7-1-8, 2067 lb down and 1163 lb up at 9-0-12, 2067 lb down and 1165 lb up at 11-0-12, and 2059 lb down and 1162 lb up at 13-0-12, and 2058 lb down and 1159 lb up at 15-0-12 on botti m chord. The design/selection of such connection device(s) is the Jufiu� Lee PE.No:34869 responsibility of others. MTek USA, Inc.,FL Cart 8634 '6904 Parke East Blvd.,Tampa EL 33610 LOAD CASE(S) Standard Date; August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. Design for Mrrek® connectors. This design is based only upon shown, and is for an individual building component, not valid use only with parameters a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual trussweb and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIIFPI1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain High%�Iay, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Typ i Qty Ply T21035858 2419565-PSLP-38 G1 Half Hip Gilder 1 Job Reference (optional) butioers t-lrst Source, Fiant airy, t-L - 3206b, i LOAD CASE(S) Standard i) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) i Vert: 1-3=-70, 3-6=-70, 6-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 11 =-4442(B) 14=-2067(B) 15=-2067(B) 16=-2059(B) 17=-2058(B) 0.49V 3 IVIGI O 4- IVII I CR II IUUJl11GD, 111V. ry nuy ID:ajWjtFfleU EpwgykERXAM?ylE4v-iu 12V57sKR1 gICSQgQLPDoukDGaw81 QCAl YrbAyn?_Y ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITek@ connectors. This design is based or✓ly upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply I T21035859 2419565-PSLP-38 G2 HALF HIP GIRDER 1 1 Job Reference (optional) nuucers rirst Jource; t-iant Uty, rL- JZOOU, 0.44V b IV— U LVLV IVII I UA IIIUUbIIIGb, II— "I II r !J I, UU.— I .....ay. I ID:ajWjtFfleUEpwgykERXAM?yl E4v-6TjA76AIcMQPcfB?VZu6rRWHQTc3LR12s?nVBVyn?_V 1-0-0 3-0-0 9-11-0 17-M 1-D-D 3-0-0 6-11-0 7-1-0 Special 5x8 = NAILED 6.00 12 3 11 Scale = 1:31.1 NAILED NAILED 2x4 II NAILED NAILED NAILED 6x8 = 12 13 4 14 15 16 17 5 6 3x4 = 2x4 11 NAILED NAILED 3x6 = NAILED bx6 NAILED NAILED NAILED ST1.5x8 STP = Special 3x6 11 3-0-0 , I 9-11-0 17-M 3-0-0 6-11-0 7-1-0 Plate Offsets (X Y)— [2:0-2-0 Edge], [3:0-6-0,0-2-8] -LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.09 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 8-10 >853 240 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.18 8-10 >999 240 Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-13 cc punins, 3-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-13 cc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-8 5-7: 2x6 SP No.2 REACTIONS. (size) 7=0-7-10, 2=0-7-10 Max Horz 2=153(LC 7) Max Uplift 7=-565(LC 5), 2=-566(LC 8) Max Grav 7=897(LC 25), 2=981(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1608[743, 3-4=-2398/1247, 4-5=-2398/12A7, 5-7=-814/591 BOT CHORD 2-10=-748/1401, 8-10=-742/1414, 7-8=-140/252 WEBS 3-10=0/278, 3-8=590/1043, 4-8=-564/476, 5-8=-116012210 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 565 lb uplift at joint 7 and 566 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 304 lb down and 227 lb up at 3-0-0 on top chord, and 40 lb down at 3-0-0 on bottom chordf 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=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 3=-3(F) 10=-16(F) 18=-6(F) 19=-6(F) 20=-6(F) 21=-6(F) 22=-6(F) 23=-6(F) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .1106 Lee PE No., 34869. MiTek USA, Inc, FL Cert 8634 6904 Parke East BNd: Tampa F.L-33610 Date: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible perso6al injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss sy4tems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035860 2419565-PSLP-38 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:49:19 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-afHZLSANNgYGEpmB3GPLOe2X_t3?435C5fW3kxyn?_U 4-2-3 4-2-3 Scale: 1 "=1' v or o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0,01 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wind(LL) 0.00 2 * * 240 Weight: 15lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 I REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=152(LC 8) Max Uplift 3=-102(LC 8), 2=-308(LC 8) Max Grav 3=86(LC 28), 2=254(LC 1), 4=76(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 or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 308 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliud Lee -PE No.34869 MiTek USA, Inc. FL Cert @634 '6904 Parke East BNd:.Tampa FL33610 bate_: August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITekO connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply T21035861 2419565-PSLP-38 HJ4 Diagonal Hip Girder 2 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug I / Ut3:4U:ZZ ZUZU rage 1 ID:ajWjtFfleUEpwgykERXAM?yIE4v-?EyhzU DFgbwr5HUmkOz2OGg?K52pHQgendljKGyn?_R 1-5-0 5-7-2 1.5.0 5-7-2 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.04 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 2-4 >712 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 ."` 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=187(LC 8) Max Uplift 3=-166(LC 8), 2=-331(LC 8) - Max Grav 3=179(LC 28), 2=302(LC 1), 4=104(LC 3) Scale = 1:14.4 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing (plate capable of withstanding 166 lb uplift at joint 3 and 331 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of thd 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=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=94(F=47, B=47) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliue'Lee PE NwM888 MiTek.lSA,•Inc FL'Cert8634 '6904 Parke East Blv&Tampa FL-33810 'bate: August 17,2020 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek®'connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035862 2419565-PSLP-38 HJ7 Diagonal Hip Girder 3 1 I Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 11 08:49:23 2U2U Fage 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-TQW3BgDuRu2hjR3yl6U HYUDCMU LsOnMnOH U Gtiyn?_Q 1 5-0 5-1-9 9-10-1 1-50 5-1-9 4-8-7 I .....--- . - ---- 2x4 11 - --- oxv — 5 3x4 = NAILED NAILED NAILED 9-10-1 Plate Offsets LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) -0.04 2-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Harz 2=290(LC 8) 1 Max Uplift 4=-175(LC 8), 2=-449(LC 8), 6=-195(LC 8) Max Grav 4=196(LC 28), 2=519(LC 28), 6=390(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or I iss except when shown. TOP CHORD 2-3=-988/375 BOT CHORD 2-7=-530/820, 6-7=-530/820 WEBS 3-7=0/263, 3-6=-886/572 I Scale = 1:22.8 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 20.0psf 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 bearingiplate capable of withstanding 175 lb uplift at joint 4, 449 lb uplift at joint 2 and 195 lb uplift at joint 6. i 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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 Inicrease=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) 1 Vert: 8=94(F=47, B=47) 10=-99(F=-50, B=-50) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliu Lae'PE No.34869 MiTek.USA,inc.,FLCert 6634 '6604 Parka East BNd,.Tampa FL 33610 Date: A..... ,..a 47 nn7n , AWARNING- Verify design parameters and READ NOTES ON THIS ANDINCLUDED MfrEK REFERENCE PAGE MII-7473 rev. 5/19=20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based orjly upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible persogal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21035863 2419565-PSLP-38 HJ32 Jack -Open, Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:49:20 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?yl E4v-2srxYoB?8_g7szKOczwawsblEHP IpW KLKJGcGNyn?_T 4-0-0 4-0-0 Scale = 1:14.4 2x4 II 1 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.01 4-5 >999 240 Weight: 16 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 I BOT CHORD REACTIONS. (size) 5=0-9-0, 3=Mechanical, 4=Mechanical Max Horz 5=157(LC 8) Max Uplift 5=-313(LC 8), 3=-111(LC 8), 4=-5(LC 5) Max Grav 5=261(LC 28), 3=105(LC 28), 4=57(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-212/329 1 Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing iplate capable of withstanding 313 lb uplift at joint 5, 111 lb uplift at joint 3 and 5 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 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 In rease=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 6=108(F=54, B=54) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliui Lee PE No:34869 MiTek,USA, life. FL Cart 6634 '6904 Parke East Blv& Tampa FL 33610 bate: ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO.connectors. 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 verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible persor'al injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035864 2419565-PSLP-38 PB1 Piggyback 1 1 Job Reference (optional) i3woerS i'Irst Source, Hunt uity, I -I_ - J=bb, 8x10 = 6.00 12 3 2x4 = o.z4u s Mar `d LULU I'M 1 UK InuU51nes, IOU. Muff Muy 1 / uo:ffv;4u zuzu rdye 1 ID:aj WjtFfleUEpwgykERXAM?yl E4v-PpegbVF8zW IPykDLPXWldvlY_14xUmX4TbzNxbyn?_O 8 17 8x10 = 4 2x4 = Scale = 1:18.7 ' 9-7-14 Plate Offsets (X,Y)— [3:0-6-8,0-1-12] [4:0-6-8 0-1-121 [7:0-2-12,0-0-01, [8:0-2-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x6 SP No.2 REACTIONS. All bearings 7-9-4. (lb) - Max Horz 2=47(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 2, 51except 8=-179(LC 9), 7=-178(LC 8) Max Grav All reactions 250lb or less atjoint(s)!2, 5 except 8=371(LC 1), 7=371(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or leiss except when shown. WEBS 3-8=-313/534, 4-7=-313/537 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 7) Provide mechanical connection (by others) of truss to bearing (plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except (jt=lb) 8=179, 7=178. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jutjue Lee PE No:34869 MiTek.USA, Ina FL Cori 6634 8904 Parke East Blvd. Tampa FL 33910 'bate_: A ........ 7 ')n7n ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based onily upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual trusd web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Ty Qty Ply T21035865 2419565-PSLP-38 PB2 Piggybacki 1 1 Job Reference (optional) tiulleers rirst source, mant uny, I-L - 3Z0100, o.['fu 5 mar to ZuZu mi I erc 111uu5u1U5, uiu. mun nuy 1 r uo. u-1 4— rdyG r ID:aj WjtFfleUEpwgykERXAM7ylE4v-LCmaOBHOV7Y7B2NkXyZDjKOzb6mhygxNxvS000yn7_M 3-11-15 5-7-15 9-7-14 3-11-15 1-8-0 3-11-15 i 3x6 = 2x4 I I 3x6 = 4 5, 8 3x4 = 2x4 II 3x4 = 9-7-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 7 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-9-4, 6=7-9-4, 8=7-9-4 1 Max Horz 2=103(LC 11) Max Uplift 2=-200(LC 12), 6=-200(LC 12). 8=-98(LC 12) Max Grav 2=259(LC 17), 6=270(LC 18), 8=290(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-207/311, 3-4=-199/362, 4-5=-199/362, 5-6=-207/312 Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing1plate capable of withstanding 100 lb uplift atjoint(s) 8 except at --lb) 2=200, 6=200. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MTekuu;,Inc FLCert6834 '6904 Parke East B14.Tampa FL 33610 bate: August 17.2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND'NCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21035866 2419565-PSLP-38 PB3 Piggybac 3 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32bbb, ts.24u s mar a zuzu Mi i eK mausmes, inc. man Hug -i r uo:va:La LULU rage r ID:ajWjtFfleUEpwgykERXAM?ylE4v-HatKRtle1 korRMW6eMbholTlBvP?QaOgODxb4Myn?_K 9-7-14 4-9-15 4x6 = 3 0 3x4 = 2x4 II 3x4 = 9-7-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES I WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-9-4, 4=7-9-4, 6=7-9-4 Max Horz 2=-126(LC 10) Max Uplift 2=-169(LC 12), 4=-169(LC 12), 6=-158(LC 12) Max Grav 2=214(LC 17), 4=233(LC 18), 6=376(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-252/334 Scale =1:18A PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 pla a grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord liveoad 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) Provide mechanical connection (by others) of truss to bearing 1plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=169, 4=169, 6=158. 7) See Standard Industry Piggyback Truss Connection Detail for, Connection to base truss as applicable, or consult qualified building designer. I$ IC5 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JullusLee PE No.34868 MT@k USA, InC. FL Cett 8634 . 04 Parke EastBNd..Tampa FL33810 'Date_: August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. * Design valid for use only with MiTekO connectors. 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highmay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035867 2419565-PSLP-38 V1 Valley 1 1 Job Reference (optional) tyuncers mrst oource, mans L ny, M - az000, , 2-7-0 . 2-7-0 I ' 2 1 d 2x4 i O.L9U 5 rVid[ U LULU Ivil I UK I11UU5a1Ub, 1—. wWrl —y I r UO--U 4—u r-duU ID:aj WjtFfleUEpwgykERXAM?ylE4v-mnRjfDJHn2wi2V5JC46wKyOVtJmM92ppdth8coyn?_J 3x6 = 2x4 Scale = 1:11 A 0 -8 5-1-8 1 Plate Offsets (X Y)- [2:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-1-0, 3=5-1-0 Max Harz 1=55(LC 11) Max Uplift 1=-96(LC 12), 3=-96(LC 12) Max Grav 1=177(LC 17), 3=177(LC 18) i FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or lelss except when shown. TOP CHORD 1-2=-184/280, 2-3=-184/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. J100 Lee PE No.34869 MTek USAAirir- FL Cert 8634 '6904 Parke East BNd:,Tampa F.L 33610 Delia: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T21035868 2419565-PSLP-38 V2 Valley 1 1 I Job Reference (optional) Builders First Source, Plant Gity, FL - 32b65, d a.24u S Mar a zuzu Mt I eK Industries, Inc. Mon Aug "1 / WSAU:da LULU rage l I D: aj WjtFfl eU E pwgykE RXAM?yl E4v-6kFciwNPcaZ_9 H_G?di51 OiJiKT?q H SYm 90v10yn?_E 9-2-0 4-7-0 46 = 3x4 i 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-1-0, 3=9-1-0, 4=9-1-0 Max Horz 1=-111(LC 10) Max Uplift 1=-101(LC 12), 3=-101(LC 12), 4=187(LC 12) Max Grav 1=170(LC 17), 3=186(LC 18), 4=392(LC 1) FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/346 Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=101, 3=101, 4=187. I I This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliu'LeePE,No 34869 MiTekUSA, Inc. FL C.ert 8634 '6904 Parke East Bly&Tampa FL 33610 'Date: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. " Design valid for use only with MITek® connectors, 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Job Truss Truss Type Qty Ply T21035869 2419565-PSLP-38 V3 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 17 08:49:37 2020 Page 1 ID:aj WjtFfleUEpwgykERXAM?ylE4v-27MM7c0g8CpiOa8f62kZ7RogV8Cn IBZrEStOMuyn?_C 6-7-0 13-2-0 J 6-7-0 6-7-0 d d LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2017ITP12014 i MatrixSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 4x6 = DEFL. in (loc) i/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a Scale=1:23.7 0 a Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-1-0. (lb) - Max Horz 1=-167(LC 10) Max Uplift Ail uplift 100 lb or less at joints) 1, 5 except 6=-247(LC 12), 8=-247(LC 12) Max Grav All reactions 250 lb or less atjoint(s)1, 5, 7 except 6=406(LC 18), 8=407(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-313/428, 2-8=-313/428 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp h; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 platel grip DOL=1.60 3) Gable requires continuous bottom chord bearing. ' 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=247, 8=247. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PENo:34869 MTAUSA; Inc. FL,Cert68.34 '6904 Parke East Blvd ,Tampa EL 33610 bate_: August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED Design valid for use only with MiTekOconnectors. This design Is based only MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. itpon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicabilitylof design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply � T21035870 2419565-PSLP-38 V4 Valley 1 1 Job Reference (optional) 4 ouuaers nrst oource, mane city, I-L - 12000, c 0 0 8-0-7 d.24U S Mar u LULU mi I eK maustrles, Inc. Mon Aug 1 / Ub:49:4U 2UZU rage 1 ID:aj WjtFfleUEpwgykERXAM?yl E4v-Ti2VIeRYR7B HF2sEnAHGk3QAcLF5VX? HwQ6gzDyn?_9 16-0-14 4x6 = 3 3x4 5- 8 j 7 6 3x4 2x4 2x4 11 2x4 Ii r8 16-0-14 Scale = 1:27.5 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-11-14. (lb) - Max Horz 1=-208(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6=-294(LC 12), 8=-294(LC 12) Max Grav All reactions 250 lb or less atjoint(s)11, 5 except 7=308(LC 17), 6=483(LC 18), 8=484(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lets except when shown. WEBS 4-6=-389/491, 2-8=-389/491 j NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp'h; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-0-7, Exterior(2) 8-0-7 to 14-0-7, Interior(1) 14-0-7 to 155-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This 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 thel 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 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb) 6=294, 8=294. , This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joliu6'Lee PE No.34869 M7ek btlA, Inc, FL Cert8634 '69i)4 Patke East Blvd,rTampa F.L 33610 Date: August 17,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND I CLUDED MREK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onl upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss syst4ms, see ANSI/TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highw y, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job - Truss Truss Ty'e City Ply T21035871 2419565-PSLP-38 V5 Valley 1 1 Job Reference (optional) lduuoers rlrst Source, Hiant city, rL - 320bb, d.Z4u s mar a ZUZU MI I eK Inausur es, Inc. mon Aug l t ut5:4`J:44 Lulu rage i ID:aj WjtFfleUEpwgykERXAM?ylE4v-LTH?b?U3ULhjkfA?OOMCvvbwHydNRN Htr24t6yn?_5 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 or, purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 3=1-11-8 Max Harz 1=43(LC 12) Max Uplift 1=-19(LC 12), 3=41(LC 12) Max Grav 1=60(LC 17), 3=67(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C E+rior(2) zone; cantilever left and right exposed ;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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jullua LeePE;No: 34869 M7@k USA,,Iric. FL Cert 8Q34 '6804 Parke East BNd::Tampa FL 33610 'Date: August 17,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®'connectors. 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 verify the applicabilityof design parameters and properly Incorporate this design Into the overall EF building design. Bracing indicated is to prevent buckling of individual truss eb and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain High ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035872 2419565-PSLP-38 V6 Valley 1 1 Job Reference (optional) CUIIOerS hlrst bource, mart Gny, r-L - OZObb, 0.44U b Mal a c U IVII I — II IU-11—, 11 IU. IVIUI I „ U I I UO.vJ.vU . 1.U. I ID:ajWjtFfleUEpwgykERXAM?ylE4v-pfrOoLVhFfpaLplBajtRR77OwMwgAgWO4ipReRyn? 4 4-M 4-M Scale = 1:12.8 i 2 Y a 0 3 2x4 li 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=112(LC 12) Max Uplift 1=-51(LC 12), 3=-107(LC 12) Max Grav 1=158(LC 17), 3=177(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or I ss except when shown. TOP CHORD 2-3=-149/262 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=12£ II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C forces & MWFRS for reactions shown; Lumber DOL=1.60 I 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord li 4) ' This truss has been designed for a live load of 20.Opsf on will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beari 3=107. TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. rior(2) zone; cantilever left and right exposed ;C-C for members and grip DOL=1.60 iad nonconcurrent with any other live loads. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide late capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No: 34969 MTek,USA, loc. FL'Cart 8634 6904 Parke EastBNd; Tampa FLr33610 'Date_: August 17,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. 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 verify the applicabil'ty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035873 2419565-PSLP-38 V7 Valley 1 1 Job Reference (optional) builders First source, Plant City, FL - 32566, 1 8.240 s Mar 9 2020 MITek Industries, Inc. Mon Aug 17 08:49:47 2020 Page 1 ID:ajWjtFfleUEpwgykERXAM?ylE4v-m2z8D1 WxnG3Hb7vai8vvWYDJOAaaekOJXOIYjJyn?_2 r1-1-0 3-6-0 1-1-0 3-6-0 Scale = 1:18.0 3 5 4 3x4 11 2x4 11 �� I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017[TP[2014 Matrix-R LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=3-6-0, 4=3-6-0 Max Horz 5=176(LC 12) Max Uplift 5=-142(LC 12), 4=134(1_C 12) Max Grav 5=251(LC 17). 4=173(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or les$ except when shown. TOP CHORD 2-5=231/335, 3-4=-149/265 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=C.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=142,4=134. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JdOdti Lea PE No. 34869 MT@kUSA.,Inc FLCert6634 '6694 Parke.East Blvd,Tampa FL 33610 'Date: August 17,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MITek®connectors. 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 verify the applicability, of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21035874 2419565-PSLP-38 V8 Valley 1 1 Jab Reference (optional) Builders First source, Plant City, FL - 32566, t3.Z4U s Mar U ZUZU MI I eK Industries, Inc. Mon Aug l I UU:4`J:40 ZUZU rage l ID:aj WjtFfleUEpwgykERXAM?yl E4v-EEXWQNXZYaB8CGTmFsR831INgZg3NBGTmg25Fmyn?_1 , 1-1-0 3-6-0 1-1-0 3-6-0 3 5 4 3x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R 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) 5=3-6-0, 4=3-6-0 Max Horz 5=176(LC 12) Max Uplift 5=-87(LC 12), 4=-188(LC 12) Max Grav 5=247(LC 1), 4=187(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-223/287, 3-4=-1611310 Scale = 1:23.1 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;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. I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=188. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 M7ek USA,dnc. FL Cert 8634 6904 Parke East BNd..Tampa F.L 33810 Date: August 17,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors. 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 verify the applicability of design parameters andproperly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal, injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For - c1-2 c2-3 wide truss spacing, individual lateral braces themselves �' 1 fi Ole- may require bracing, or alternative Tor I WEBS w 4 bracing should be considered. ❑ °P �,,� N �� C2 5 3 3 3. Never exceed the design loading shown and never = O stack materials on inadequately braced trusses. U a° 'v = IL U 4. Provide copies of this truss design to the building O IL E O0 designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7 s csa cs� all other interested parties. plates 0- ridfrom outside p '' BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 . 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7, Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or - by text in the bracing section of the Trusses are designed for wind loads in the plane of the -truss unless otherwise -Shown 13. Top chords must be sheathed or purlins_provided at — -- spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TP11: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/rPl 1 Quality Criteria. Guide to Good Practice for Handling,M!Te,k 21.The design does not take into account apy dynamic, Installing & Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020