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Home My WebLink AboutTrussi 258 Southhall Lane, Suite 200 fiF;�81 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES March 23, 2021 Building Department Ref Adams Homes Lot: Lot 8 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5428 Lugo St. Model: 1780 A RHG 3CF KA # 21-3102 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 3/12/21 2699573 160 C Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may. vary. If you have any questions, please do not hesitate to call. 4 Sincerely, 3/23/2021 Carl A. Brown, P.E. FL. # 56126 3/23/2021 Scott Lewkowski, P.E. FL. #78750 LO �' ,l`' •' y\ C •E N s�,.�p 'sue No 8786 S TA 4 m O ` OF � a Z dOle CO,d' ,•• R l ID P \��o�� S9198119h O Luis Pablo Torre , P.E. FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" 4 • CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 1 Al LUS24 / JUS24 895 / 835 490 /510 ILA* 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 .<LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Le 0 D HTU28-2 / THD28-2 4680 / 6005 3485 / 2595 1 1Ip 0 1 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 1c 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 LH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 W 3 X 8 NOP El Reaiewed mdApp—d ❑R-ise and R—bv ❑ R.--d w,&Nota — ❑ N.Reuwed (ace espla®tiovJ Cooeebaas aYoomo,mn—&—q.T W A-dWl -.bp dnwinp d—S dds seaiew da aot s U— noarxi.T f.— —ph— —h I i of aK dnmmp Gd q—if-g— iba cbmk is only rm —i— of gm —I a-fiaax wim the can pt or me p Jm and g— W —Ph— wild the 1.11—ftn Sic- in the contact doh 1be —ft d. is nsponvlk fm cao&rma8 =d nnv hl g .a g� rod doom —c sele S 9bdcation pmceswa and techaigm aft ans=cfioo coosdiaabM his wakwdh thtafaB othertrWo and ped..*g his woxin n mteand setls8d y— FDSENGI1NEERINGASSOCL4TES A Date: 03MCO21 Bp- BH StbmmlNo.: 14g1 No.: 21-3102 PnjmtEgg.: L&T P.olatNm Adams Hamea_Ft%-W.mstoae LotSB1t-1 ERIFY ALL DIMENSIONS MID CEIUNG CONUnOM PRIOR TO APPROVAL OME CEILING FRAMING REQUIRED IN FIEW BY BUILDER MAINWIN FORCE RESISTING SYSTENtICG HYBRID VAND ASCET•16 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT YM ANY OTHER LIVE LOADS ROOF LOADING TCLL: 20 PSF TCDL: 07 PSF BCDL• 10 PSF TOTAL: 37 PSF DURATION: 1.25 FLOOR LOADING TCLL: 40 PSF TCDL• 10 PSF BCDL: 5 PSF TOTAL: 65 PSF DURATION: 1.00 IMPORTANT This This D Ing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION M DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 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 First Source. NO EXECPTIONS. 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. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family BLOCK 160 MODEL: 1780 A 3-CAR ADDRESS: 6428 LUGO ST LOT I BLOCK- ell SUBDIVISION: WATERSTONE CITY: FT PIERCE DRA BY: K SANCHEZ #: 2699573 DATE: 103110120211 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33663 Ph.(813) 305.1300 Fax (813) 306.1301 r Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established'by others. RE: 2699573 - LOT8/1 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info:.Adams Homes Port St Lucie Project Name: 2699573 Model: 1780 TRTeN L 33610-4115 Lot/Block: 8-1 Subdivision: WATERSTONE Address: 5428 Lugo St, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Address: Name: � License #: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 38 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 1 T23177554 A01 3/12/21 2 T23177555 A02 3/12/21 3 T23177556 A03 3/12/21 4 T23177557 A04 3/12/21 5 T23177558 A05 3/12/21 6 T23177559 A06 3/12/21 7 T23177560: A07 3/12/21 8 T23177561 A08 3/12/21 9 T23177562 A09A 3/12/21 10 T23177563 A10A 3/12/21 11 T23177564 A11A 3/12/21 12 T23177565 Al2A 3/12/21 1.3 T231775667 A13A: 3/12/21 14 T23177567 A14A 3/12/21 15 T23177568 A15A 3/12/21 16 T23177569 C1 3/12/21 17 T23177570 CIA 3/12/21 18 T23177571 C1P 3/12/21 19 T23177572 C1V 3/12/21 20 T23177573 C3 3/12/21 21 T23177574 C3A 3/12/21 22 T23177575 C3P 3/12/21 No. Seal# Truss Name: Date 23 T23177576 C3V 3/12/21 24 T23177577 C5- 3/12/21 25 T23177578 C5A 3/12/21 26 T23177579 C5P 3/12/21 27 T23177580 C5V 3/12/21 28 T23177581 D01 3/12/21 29 T23177582 D02 3/12/21 30 T23177583 D03 3/12/21 31 T23177584 E6A 3/12/21 32 T23177585 E7 3/12/21 33 T23177586 E7P 3/12/21 34 T23177587 E7V 3/12/21 35 T23177588 H6A 3%12/21 36 T23177589 H7 3/12/21 37 T23177590 H7P 3/12/21 38 T23177591 H7V 31l2/21 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, FL). Tfuss Design Engineer's Name: Finn, Walter My license renewal date for the state. of Florida is February 28, 2023. 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 ANSUTPI 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 MiTews 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 ANSUfPI 1, Chapter2. \.DER F% STATE OF March 12,2021 - Finn, -Walter _ -.__1 of 1 JOD I cuss - I Russ type 2699573 T IA01 Special Truss Uty I Fly I LU 1 B/7 VVA I tKJ I UNt 10 T23177554 I : I I I Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:07 2021 Page 1 I D:g65k6Z?u VIiuQXUS7?YA4XyW46R-070H4PBtgz4JvNFyCr7R9NsxpCLbSkn W9dVYW VzbzBo 1 4-0 8 8-0 14 4-13 20-0-0 25-7-3 31-4-0 40-0-0 1�- 1-4-0 8 8-0 5 8-12 5-7-3 57-3 5-8-12 8-8-0 1-4-0 5x8 3.00 12 B-8-0 5x6 a nn ri-7 5 20-0-0 3x4 = -4-0 B-8-0 - 5x8 Scale = 1:71.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.56 13 >862 240 MT20 244/190 TCDL7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.84 13-14 >569 180 MT20HS' 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. 1-3,7-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-13, 6-13, 7-11, 4-13, 3-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP'No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC .10) - Max Grav 2=1552(LC 1), 8=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4863/2613, 3-4=-3009/1790, 4-5=-2143/1418, 5-6=-2143/1418,.6-7=-3009/1790, 7-8=-4863/2613 BOT CHORD 2-15=-2166/4642, 14-15=-2052/4385, 13-14=1176/2717, 11-13=1176/2633, 10-11=-205214139, 8-10=-2166/4380 WEBS 5-13=-890/1571, 6-13=-11321691, 6-11=-340/812, 7-11=-1678/962, 7-10=-451/1158, 4-13=-1198/691, 4-14=-340/877, 3-14=-1830/962, 3-15=-451/1230 NOTES- 1) Unbalanced roof live loads.have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=803, 8=803. SR P • . �. :. � No - -22839 1 00 March 12,20, ®WARNING - Verify design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 designermust verify the applicability of design parameters and property 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 ANSUTP/1 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 20901 _ - --- Tampa, FL-36610 ,IOD M99573 I ru55 1 I russ 1 ype Ury Fly LU I till WA I LKJ I UNL A02 Hip Truss 1 T23177555 Job Reference o tional (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:11 2021 Page 1 ID:g65k6Z?uM!uQXUS7?YA4XyW46R-HvdowmBOkCaIN?ZjRgCNKD1 copiUOZF64FTmfGzbzBk 8�-0 144-11 19-0-0 21-M •25-7-4 31-4-0 40-0-0 1-4_ 8 8-0 5 8-11 4-74 2-0-0 4-7-4 5 8-11 8-8-0 14-0 Scale=1:74.0 5x6 = 5x6 = 6.00 12 5 6 5x8 ::: 3.00 12 3x4 = 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0:0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CS1. TC 0.68 BC 0.96 WB 0.50 Matrix-MSH DEFL. in (loc) II/defi Lid Vert(LL) 0.55 14 >880 240 VertCT -0.83 16-17 >579 180 Horz(CT) 0.58 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc pudins. 31 1-3,8-10: 2x4 SP M BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-16, 4-15, 7-14, 8-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-418(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown-. TOP CHORD 2-3=4865/2557, 3-4=-3006/1738, 4-5=-2236/1425, 5-6=-1956/1344, 6-7=-2236/1425, 7-8=-3006/1738, 8-9=-4865/2557 BOT CHORD 2-17=-2115/4625, 16-17=-2004/4370, 15-16=-1125/2705, 14-15-691/1956, 12-14=-1125/2630, 11-12=2004/4141, 9-11=-2115/4382 WEBS 3-17=-439/1220, 3-16==1826/964, 4-16=-343/910, 4-15=-1180/658, 5-15=-459/817, 6-14=-459/817, 7-14=-1118/658, 7-12=-343/848, 8-12=-1681/964, 8-11=-439/1158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE ',,��I11111f1f��I 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; •��, �1 P••• G E (v •, V/�/ �� , SF MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0. Interior(1) 2-8-q to 13-4-2, Exterior(2R) 13-4-2 to ♦� ' v�. ` % ��-- 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for i reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N;O 2283:9 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific *: to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All MT20 . plates are plates unless otherwise indicated. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent *' 74 F '• �/ Ilk ist with any other live loads. 7) 'This truss has been designed � r ' '. � 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 • Q' 4 chord and any other members. Op14.. ` 8) Bearilr{7 atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide QNAL.E��. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803, 9=803. VrldltCf Fr FIrin RE,;No.22839 ,MITek USA,:(oc; FLCert 6634 6909.Paikti'East8Nd: Tampa FL 33610 Date: - March 12,20, ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITF_K 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 incorporate this design properly 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 ANSIITPH 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 .too uss IfUSS type 2699573 1 I I A03 IHin Truss ury II-ly I LUIb11 VVAI tKJI UNt 1 1 1 T23177556 Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek,lndustries, Inc. Thu Mar 11 14:31:12 2021 Page 1 I D:g65k6Z?u\A iu QXUS7?YA4XyW46R-15BA76COWic?98w?OjcsQamBD4i7uBFl vDJ BizbzBj r4-01 8-8-0 12-6-4 , 17-0-0 23-0-0 27-5-12 31-4 0 40 0 0 41 4 q 1 4 0 B 8 6 ' 3-10-4 4 5 12 6-0-0 4-5-12 3-10-4 8-8-0 1-4-0 �1 cq�I 1.5x8 STP = 22 5x6 = 6.00 12 5 5x8 = 6 Scale=1:75.9 4xl0 MT20HS 3.00 r12 4x10 MT20HS 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.97 BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-3,8-10: 2x4 SP M 31 BOT CHORD 2x4 SP M.31*Except' 12-15,11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 8-4-0 DEFL. in (loc) ' I/deft Ud PLATES GRIP Vert(LL) -0.59 11-13 >808 240 MT20 244/190 Vert(CT) -1.09 11-13 >440 180 MT20HS 187/143 Horz(CT) 0.58 9 n/a n/a Weight: 202 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directlyapplied or 5-3-8 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1815(LC 15), 9=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5820/2631, 3-4=-5845/2848, 4-5=-2896/1590, 5-6=-2588/1499, 6-7=-2802/1590, 7-8=-5583/2848, 8-9=-5552/2631 BOT CHORD 2-15=-2181/5540, 14-15=-1399/3637, 13-14=-902/2602, 11-13=-1399/3241, 9-11=-2181 /5005 WEBS 3-15=-365/389,4-15=-1112/2612,4-14=-1279/691,5-14=-401/1008,6-14=-254/256, 6-13=-401/1117, 7-13=-1214/691, 7-11=-1112/2457, 8-11=-375/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 tc 11-4-2, Exterior(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This Voss 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL = I O.Opsf. 8) Bearing atjoint(s) 2, 9 considers parallel to grain value.using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=803,9=803. oS,' ;1 V_R �P tt , �c;0 March 12,20, ® WARNING - Verify design parameters and READ NOTES ON'THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/202o BEFORE USE. Design valid for use only with M7ek® 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 ANS!/T1711 Quality Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke 3ast 20601 _ - JOD IrusS Muss type F699573 I A04 Hip Truss Uty I Ply I LU I all VVA I tKJ I UNt T23177557 ' :lob Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:14 2021 Page 1 ID:g65k6Z7uVIiuQXUS77YA4XyW46R-hUJwyoEG17yKESH16p14xrf5F1 oHbufYmDiQGbzbzBh 1-4 8-8-0 15-0-0 20-0-0 25-0-0 31A-0 40-0-0 14_ 1-4-0 88-0 6�-0 5-0-0 5-0-0 6A-0 8-8-0 1A-0 Scale = 1:75.9 6.00 12 5x6 = 3x4 = 5x6 = 5 6 23 i 4x10 MT20HS 3.00 12 410 MT20HS ZL- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI• TC 0.80 BC 0.70 WB 0.59 Matrix-MSH DEFL. in (IOC) I/defl Lid •Vert(LL) -0.63 11-13 >761 240 Vert(CT) -1.10 11-13 >436 180 Horz(CT) 0.57 8 n/a n/a PLATES MT20 MT20HS Weight: 192 lb GRIP GRIP 0 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31 Rigid ceiling directly applied or 5-1-6 cc bracing. WEBS WEBS 2x4 SP No.3 1 Row at midpt 3-13. 7-11 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1819(LC 15), 8=1819(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5818/2763, 3-4=-3342/1768, 4=5=-2980/1673, 5-6=-2882/1673, 6-7=-3234/1768; - 7-8=-5569/2763 BOT CHORD 2-14=-2307/5504, 13-14=-2187/5190, 11-13=1265/3104, 10-11=2187/4727, 8-10=-2307/5017 WEBS 3-14=-481/1505, 3-13=2281/1149, 4-13=493/1193, 5-13=-346/202, 5-11=-346/202, 6-11=-493/1188, 7-11=-2158/1149, 7-10=-481/1392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 30-7-14, 1nterior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions . �•'VA• Ci E N •• �' shown; Lumber DOL=1.60 plate grip DOL=1.60 �� ".• Y 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �; i to the use of this truss component. ;; N o ;2283.9 �. 4) Provide adequate drainage to prevent water ponding. 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) * ThiEmtruss -� has been designed fora 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. ip • `S 8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,jOT •' � • • ��, Q• capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding100 lb uplift s except at --lb) 2=803, 8=803. P J O P Q- ) .40.. • Q _ 40, •••'•••. 'I�`S N At- �E�•�� WafterP Fltin PE:No.22839 MiTek USA,,Inc: FL,Cert'6634 6909 Pailte East BIg1i1 Twin— FL 33610 Date: March 12,20, ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1giw2o 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 fabrication, storage, delivery, MiTeK• erection and bracing of trusses and truss systems, see ANSIlfP/1 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 d0o I uss Iuss type A05 Hip Truss Uty I Fly I LU 1 tl/1 WH I tK61 UNt T23177558 0 0 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:15 2021 Pagel I D:g65k6Z?uVliu QXUS7?YA4XyW46R-9gtJm8EuoQ4BscsUg WHJU3BGCR5XKGCh?tRzol zbzBg 1 4 5-10-11 9 4-0 13:2 0 17 4-0 20 8-0 27-0-0 31 4-0 40-0-0 1-0- 1-4-0 5-10-11 3-5-5 3 8-0 4-0-0 3-4-0 6-0-0 4-4-0 8-8-0 1 4-0 6.00 12 5x8 = 2x4 11 5x8 = s„o i 5 28 29 - 6 30 317 3x6 = 2x4 I I 1.5xB STP = 5x8 = 3x6 = 3x4 I I 3x6 6x8 = 3.00 L12 5-1 Scale = 1:74.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.78 BC 0.89 WB o.95 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi Ud 0.21 11-25 >999 240 -0.40 11-25 >910 180 0.14 9 n/a n/a PLATES I GRIP MT20 244/190 Weight: 225 lb FT = 20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 8-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* Rigid ceiling directly applied or 5-1-4 oc bracing. Except: 6-15: 2x4:SP No.3 10-0-0 oc bracing: 13-15 WEBS WEBS 2x4 SP No.3 1 Row at,midpt 5-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-443(LC 20), 9=-556(LC 10), 18=-1209(LC 10) Max Grav 9=1054(LC 16), 18=2333(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-224/1216, 3-4=-711/1449, 4-5=0/267, 5-6=-1024/729, 6-7=-1028/723, 7-8=-1552/947, 8-9=-2739/9456 BOT CHORD 2-19=-1128/324, 18-19=-1128/324, 17-.18=-1273/954, 6-13=-442/446,.12-13=-410/1347, 11-12=-lo45/2291, 9-11=-1111/2444 WEBS 4-18=-2014/1195, 5-17=-1142/681, 5-13=-747/1454, 7-13=-438/211, 7-12=-316/731, 8-12=-1221/747, 8-11=-222/708, 13-17=-310/400, 4-17=912/1717, 3-18=-428/901, 3-19=-546/229 NOTES- 1) Unbalanced roof live loads have been considered forthis design. •E 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2; Exterior(2R) 21-4-2 to 32-7-14, Interior(1) ��, `�'p • ' �' ��j.. ♦' 32-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading .. ;O NO 22$3.9 *' requirements specific to the use of this truss component. = �• r 4) Provide adequate drainage to prevent water ponding.rr 5) This tRiss 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 alive load of 20.Opsf on the bottom chord in =p•. +per OF r �` 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) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should.verify capaAy of bearing surface. 0, p p•P. ,X� • l� ••:....� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 2=443, 9=556, 18=1209. ,Is�O N A E?�`>� :�11 Walter. Finn QIENo.22839' MiTek USA, Inc: FL CeiF6639 6904' Parke East Blvd: Tampa K 33610 Date: March 12.20, ® WARNING - Verify design parameters and READ NOTES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® 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 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 ANS1/TP11 Quality Crlteda, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610' - JOD IIruss IIfuss Iype Uly I Fly LU 1 6/7 VVHI tKJ I UNt E699573 T23177559 A06 Hip Truss 1 1 Builders FlrstSource (Plant City, FL), Plant City, FL 33567, Job Reference (optional) 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 11 14:31:16 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-dsRhzUFWYkD2UmRhEDoY1 GkOZgR23mIrDXBWKTzbzBf 1 4-0 6-11-0 11-0-0 15-1-2 20 8-0 29-0-0 31 4-0 40-0-0 1�- 14-0 6-11-0 4-1-0 4-1-3 5-6-14 8-4-0 2-0-0 8-8-0 14-0 0 5x6 = 5x6 = 3x4 II 5x8 = - -- 428 29 5 30 6 31 32 7 33 .. . 1.5x8 STP = _ 3x6 = 2x4 II 3x6 5x8 - 2x4 II � 3.00 12 3x6 6x8 = Scale = 1:72.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 cSl. TC 1.00 BC 0.87 WB 0.71 Matrix-MSH DEFL. in (loc) Well Ud Vert(LL) 0.24 19-22 >462 240 Vert(CT) -0.45 12-13 >821 180 Horz(CT) 0.14 9 n/a n/a I PLATES_ GRIP MT20 244/190 Weight: 217lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* Structural wood sheathing directly applied: BOT CHORD 6-15: 2x4 SP No.3 Rigid ceiling directly applied or 4-7-12 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 1 Row at micipt 7-13. 4-18 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Harz 2=254(LC 9) Max Uplift 2=-573(LC 20), 9=-542(LC 10), 18=-1271(LC 10) Max Grav 9=1009(LC 16), 18=2489(LC.1) FORCES. (lb) -Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=387/1540, 3-4=-762/1719, 5-6=-1110/700, 6-7=-11651739, 7-8=-1831/1105, 8-9=-2613/1409 BOT CHORD 2-19=-1351/480, 18-19=-1351/480, 16-18=-893/719, 6-13=-428/406, 12-13=-572/1623, 11-12=-100812206,9-11=-1068/2331 WEBS 5-16=-1001/587,'13-16=-94/285, 5-13=.-616/1359, 7-13=-538/285, 7-12=-395/851, 8-12=-992/655, 8-11=-240/637, 4-16=780/1407, 4-18=-2148/1195, 3-19=-694/237, 3-18=-471/1085 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) * Thirtruss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Proviofe mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=573, 9=542, 18=1271. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7413 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only`upoh 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Waltei'1? F1nn 1E,No22839.' ,MfTek USA Inc. K_ Ceii'6634 6904 Parke East Blvd :T$mpa FL'_33610 Date: March 12,20, MF MiTek 6904 Parke East Blvd. Tampa, FL 36610 - JOB I NSS I runs I ypa Ury Fly LU 16/1 VVA1 CKJ I UNt 2699573 ' A07 Hip Truss 1 1 T23177560 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek,lndustries, Inc. Thu Mar 11 14:31:17 2021 Page 1 I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-62?3BgG9J2Lv5wOtoxJnZUHcjEILoFi_SBw4swzbzBe 1-4-0 6-1-11 9=0-0 14-7-9 20-8-0 25-10-8 31-0-0 33-105 40-OW 1-0- 1 4-0 6-1-11 2-10-5 5-7-9 6-0-7 5-2-8 5-1-e 2-10-5 6-1- 1 1-4-0 r 5x6 = 5x12 = 2x4 -11 3x4 = 6.00 12 4 28 29 5 6 730 31 32 85x6 = Scale = 1:72.6 ao so "" "' 2x4 11 1.5x8 STP = 17 14 3x6 = 6x8 = 3x6 = 2x4 it 3.00112 3x6 3x4 = 20-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/delft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.47 12-13 >785 240 TCDL 7.0 Lumber DOL 1.25 BC . 0.93 Vert(CT) -1.01 12-13 >366 180 BCLL 0.0 Rep Stress lncr YES WB 0.63 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 6-15: 2x4 SP No.3, 12-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 10=0-8-0, 18=0-8-0 Max Harz 2=213(LC 9) Max Uplift 2=-812(LC 20), 10=-512(LC 10), 18=-1422(LC 10) Max Grav 10=940(LC 16), 18=2766(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=622/203613-4=-1072/2211, 4-5=-953/1997, 5-6=-1096/534, 6-7=-1140/523, 7-8=-1873/1063,8-9=-2248/1198,9-10=-2536/1417 BOT CHORD 2-19=-1796/683, 18-19=-1796/683, 16-18=-455/468, 6-13=-292/247, 12-13=-739/1817, 10-12=-1104/2279 WEBS '4-18=-1149/648, 5-18=2005/1917, 5-16=101/346, 13-16=471/50% 5-13=-685/1663, 7-13=-761/654, 8-12=-336/801, 9-12=319/359, 3-19=-623/219, 3-18=-416/1000 PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20%. . Structural wood sheathing directly applied or 3-3-12 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing:13-15 1 Row at.midpt 5-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=16omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; Leave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-9, Interior(1) 14-7-9 to 25-4-2, Extedor(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit1between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=81 Zf 10=512, 18=1422. ,��itllIlot#, �� -(ER P k . �.`.• BENS •.ti`0i�: .. r C No 22839 r r O N lilt- ', E l i ,Walter P� Finn ,P.E!No22899 ,MlTek Ok Inc, FL',Cei b634 69.09 Pailce East Blvd: Taropa'FL:33610 Date: March 12,20: ® 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 M7ek® 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/rP/1 QuaW Criteda, 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, Parke FL 36610 JOO 1 fuss truss I ype Uty Ply LU 16/1 VVA I th6I UNt 21599573 ' A08 �HIPTRUSS 1 A T23177561 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:21 2021 Page 1 I D:g65k6Z?u VI iuQXUS7?YA4XyW46R=_gEaOBJfNGrKaXKel nOjkKRIjr9Dkl iaNpuH?hzbzBa 1-4-0 7-0-0 94-0 11-10-11 1 0-1 16-9-5 21.4-0 25-2-6 28-10-2 33-0-0 36-0.0 40.0-0 1-4-0 1-4-0 7-0-0 2-0.0 2.6-11 1-2-11 3-8-11 4-6-11 3-10.6 3-7-12 4-1-14 3-0-0 4-0-0 A, 5x6 = 6.00 12 3 1.5x8 STP = 1� 4x6 = 5x8 = 7xl0 = 5x6 = 4 31 5 32 33 6 34 7 2x4 I I 5x8 = 35 .8 3637 9 38 6x8 = 10 24 L3 22 21 39 20 40 19...,,.is 4x6 = 46 =1 5x8. STP 22-8-0 2x4 I I 5x8 = 2x4 I I 3.00 L12 46 3x6 6x8 = -4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr NO WB 0.76 BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD2x4 SP No.2 *Except` 3-6: 2x6 SP No.2, 6-10: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 DEFL. I in (lob) I/defl Ud Vert(LL) 0.37 15-16 >996 240 Vert(CT) -0.46 15-16 >798 180 Horz(CT) 0.17 12 . n/a n/a Scale = 1:72.6 co 1.5x8 STP = \\ I F=J �12 13� I7 0 PLATES GRIP MT20 244/190 Weight: 472 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. Except: 10-0-0 oc bracing: 17-19 REACTIONS. (size) 2=0-8=0, 12=0-8-0, 23=0-8-0 Max Harz 2=171(LC 7) Max Uplift 2=-1875(LC 18), 12=-1010(LC 8); 23=-3750(LC 8) Max Grav 2=686(LC 6), 12=1689(LC 1), 23=6167(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except -when shown. TOP CHORD 2-3=-1988/4419, 3-4=-1626/3835, 4-5=-3001/5766, 5-6=-234/293, 6-7=-3573/1983, 7-8=-5300/3043, 8-9=-5300/3043, 9-10=-5002/2829, 10-11=-5452/3024, 11-12=-5180/2905 BOT CHORD 2-24=-3926/1918, 23-24=-5766/3239, 21-23=-2752/1614, 20 21=-2752/1614, 17-19=0/368, 7-17=-1086/840, 16-17=-1801/3686, 15-16=-3071/5713, 14-15=-3071/5713, 12-14=-2488/4632 WEBS 3-24=-2291/1250, 4-23=-3260/2281, 5-21=0/302, 5-20=-1804/3362, 6-20=2011/1234, 17-20=-236/256, 6-17=-2109/3998, 7-16=-1110/1806, 8-16=-538/428, 9-16=-465/312, 9-15=-17/317, 9-14=-879/538, 10-14=867/1874, 11-14=603/593, 4-24=72364/3500, 5-23=-4130/2224 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) BuildiNg Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI,1 angle to grain formula. Building designer should verify Colft4RM ityryYWi0g surface. A WARNING - Verily design parameters and READ NOTES.ON'THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5116/2020 BEFORE USE. Design valid for use only with Mi rek® 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safetylnfamfation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ MiTeW 6904 Parke East Blvd. Tampa, FL 36610 March 12,20, I Uty I Fly 1 LU 1 t5/9 VVH I tKJ I UNt T23177561 JOD Iruss Iruss type 21599573 ' A08 I HIP TRUSS Builders FirstSource (Plant City, FL), Plant City, 2 Jab Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:21 2021 Page 2 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-_gEaOBJfNGrKaXKe1n-kKRYj 9Dk1iaNpuH?hzbz0a NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=1875, 12=1010, 23=3750. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against, upward movement at the bearings. Building designer must provide for uplift; reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 211 lb up at 7-0-0, 115 lb dawn and 202 lb up at 9-0-12, 112 lb down and 178 lb up at 11-0-12, 112 lb down and 178 lb up at 13-0-12, 112 lb down and 178 lb up at 15-0-12, 112 lb down and 178 lb up at 17-0-12, 112 lb down and 178 lb up at 19-0-12, 112 lb down and 178 lb up at 20-11-4, 103 lb down and 165 lb up at 22-11-4, 103 lb down and 165 lb up at 24-11-4, 103 lb down and 165 lb up at 26-11-4, 103 lb down and 165 lb up at 28-11-4, and 103 lb down and 165 lb up at 30-11-4, and 236 lb down and 373 lb up at 33-0-0 on top chord, and 388 lb down and 456 lb up at 7-0-0, 84 lb down at 11-0-12, 84 lb down at 13-0-12,.84lb down at 15-0-12, 84,lb down at 17-0-12, 84 lb down at 19-0-12, 84 lb down at 21-2-4. 81 lb down and 34 lb up at 22-8-0, 81 lb down and 34 lb up at 24-11-4, 81 lb down and 34 lb up at 26-11-4, 81 lb down and 34 lb up at 28-11-4, and 81 lb down and 34 lb up at 30-11-4, and 334lb down and 135 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 10-13=-54, 19-25=20, 18-19=720, 14-17=-20, 14-28=-20 Concentrated Loads (lb) Vert: 3=-115(F) 10=-189(F) 22=-63(F) 19=-63(F) 7=-112(F) 14=-334(F) 24=-388(F) 4=-115(F) 21=-63(F) 5=-112(F)'20=-63(F) 6=-112(F) 8=-103(F) 16=-72(F) 15=72(F) 9=-103(F) 18=-72(F) 31=-1 12(F) 33=-112(F) 34=-112(F)35=-103(F),37=-103(F) 38=-1 03(F) 39=-63(F) 40=-63(F) 42=-72(F) 43=-72(F) ,A WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/16/2020 BEFORE USE. Design valid for use only with M7'ek® connectors. This design is based only upon parameters shown, and is for an individual building component, hot• 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 WOW 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 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 truss type Hip Truss T23177562 12699573 i A09A �"uss Builders FirstSource (Plant City, FL), Plant City, FL - 0 9-8-0 3567, 13-6-0 1a-4-0 4-10-0 q-1p_0 6.00 FT Uly Illy LU 16/1 VVA I tttJ I UNt 1 1 Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. 5x6 = 4x6 = 3x6 = 5 6 7 11 14:31:22 2021 Page 1 TOFUbTTzjcTerY7zbzBZ Scale = 1:72.3 5X8 = 13 26 12 11 3x6 3.00 F12 — 20-6-4 20s0 8-8-0 18-4-0 20-0-8 0-1-4 1-8-0 29-7-2 40-0-0 980 - -- 2--04 0- -8 8-8-0 7-11-2 10-4-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Icc) Well Lid TCLL 20.0 Plate Grip DO 1.25 TC 0.81 Vert(LL) -0.26 15-16 >962 240 TCDL 7.0 BCLL Lumber DOL 1.25 BC 0.86 Vert(CT) -0.53 15-16 >461 180 0.0 Rep Stress Incr YES WB 0.82 HOrz(CT) 0.04 13 n/a Na BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 6-13: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8; 10=Mechanical Max Horz 2=396(LC 9) Max Uplift 2=-523(LC 10), 13=-580(LC 10), 10=-405(LC 10) Max Grav 2=,924(LC 15), 13=1830(LC 15), 10=945(LC 16) FORCES. s(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2289/1223, 3-4=-2385/1476, 4-5=-356/473, 5-6=-318/492, 6-7=-187/440, 7-8=-198/407,8-9=-1174/699, 9-10=-1468/838 BOT CHORD 2-16=-967/2327, 15-16=-347/882, 13-14=-1281/417, 6-14=-1326/317, 11-13=-272/658, 10-11=-633/1269 WEBS 3-16=-499/450, 4-16=-869/1946, 4-15=-906/584, 6-15=-228/1064, 8-13=-964/543, 8-11=-174f773, 9-11=-460/392 PLATES GRIP MT20 244/190 Weight: 216 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 ocpurlins. Rigid ceiling directly applied or 4-1-15 oc bracing. Except: 1 Row at midpt 6-14 1 Row at midpt 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-2, Exterior(2R) 12-8-2 to 27-4-9, Interior(1) 27-4-9 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) . ThiE-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. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capaGjty of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=523, 13=580, 10=405. ,P,F pie. No .2.90d.9 10 i 'A F 0 ��% i ,% 40. ONA' pa ,33610 March 12,20, ®WARNING - Verilydesign parameters and. READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/16/2020 BEFORE USE. Design valid for use orily 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 erall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVli1'ek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 t7uality Criteria, OS are and BCSI Building Component Safety Inlormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. - - Tampa, FL 36610-- JOD Iruss truss type 2699573 1A10A Hip Truss Uty I Fly I LU I till WA I tKA' I UNt T23177563 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:24 2021 Page 1 ID:g65k6Z?uMiuQXUS7?YA4XyW46R-OPwifDLYgBDvR?2DivxQLy3pE39pxRJ03n7ycOzbzBX i-4-0 8-8-0 16-4-0 20-4.8 23-8.0 31-7-5 40.0-0 1-4-0. 8-8-0 7-8-0 4.0-8 3-3-8 7.11-5 8-4.11 5x6 = 6.00 12 46 = 5x8 = Scale=1:72.3 3x6 3.00112 Jnv — LX4 I I B-8-0 16-4-0 20-4-6 20.6-4 20 -0 23-8-0 31-7-5 40-0-0 8-8-0 - 7-8-0 4.0-8 0- -8 3-1-12 7-11-5 6-4-11 0-1-4 Plate Offsets (X,Y)— [2:0-0-14 0-0-71 [3:0-4-0 0-3-0] [4:0-3-0 0-2-0] [6:0-6-0 0-2-8] [7.0-4-0 0-3-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. I , in (loc) I/deft Lid PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.20 9-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.88 Vert(CT) -0.35 15-18 >702 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) -0.03 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matra-MSH Weight: 217lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-10-12 ocbracing. 5-12: 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 6-12, 7-11 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-3-8, B=Mechanical Max Horz 2=355(LC 9) Max Uplift 2=-517(LC 10), 12=-591(LC 10), 8=-399(LC 10) Max Grav 2=791(LC 19), 12=1576(LC 1), 8=769(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1920/1286, 3-4=-465/548, 4-5=-433/585, 5-6=-139/409, 6-7=-396/479, 7-8=-1166/788 BOT CHORD 2-15=-1032/1944, 14-15=-973/1808, 12-13=-969/466, 5-13=-928/454, 9-11=-566/973, 8-9=-567/971 WEBS 3-15=-182/637, 3-14=-1507/943, 5-14=-345/914, 6-12=-759/359, 6-11=225/556, 7-11=-912/613, 7-9=0/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. jjrt,I � # Jll', 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ,>►� ER P �j� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-8-2, Exterior(2R) 10-8-2 to 29-3-14, Interior 1 29-3-14 to 36-0-0, Exterior 2E 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS forEN reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 F • . 3) Building' Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� • , Ab NO22-83.9 to the use of this truss component. � 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. =�j O F •• 7) Refer to girder(s) for truss to truss connections. * �:,.•, •, 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity �j T • capacity of bearing surface. �j ,� `•• R �•` 9) P r51i d12echhani al ccoonnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ,��i,S O NSA •WafterP; Rnn PE;No.22899' MIek 68A, liic, F'L Cgit*66 6904 Parke'Easf 810: Tampa FL _33610 Date:. March 12,20, ® WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 5/16IM20 BEFORE ° rev. 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony..Additional temporary and permanent bracing_ is always required for 11 l. M' stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lTe R', - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component Safety/nfomlation- available from Truss Plate Institute, 2670 Crain.Highway, Suite 203 Waldorf, MD 20601 6904 Padce East Blvd. _ - - Tampa, FL 36610' Jon I cuss I russ I ype Uly Fly LU 16/l VVH I tKJ 1 UNt T23177564 2699573 � A11A Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:25 2021 Pagel 1 D:g65k6Z?uVliu QXUS7?YA4XyW46R-tbT4sZMARVLm39dPGcSfuAcywTUcgwe9l RsV9SzbzBW 1-4-0 8 8-0 14-4-0 25-8-0 33-1-9 40 0-0 1-0-0 8 8-0 5-8-0 ' 11-4-0 7-5-9 6-10-7 Scale _ 1:72.1 6.00 f 12 5x6 =- 4 46 = 5x8 = 5 236 8 12 ee .10 11 g 6x8 = I 3x4 = 3x6 = 2x4 ll 3x6 = 3x6 3.00 12 �o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/deli L/d PLATES GRIP l TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.21 15-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.41 15-18 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 207In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP ND.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-14 cc bracing. 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 6-12, 7-11 REACTIONS. (size) 2=0-8-0, 12=0-3-8, B=Mechanical Max Horz 2=314(LC 9) Max Uplift 2=-507(LC 10), 12=-611(LC 10), 8=-388(LC 10) Max Gram 2=940(LC 15), 12=1792(LC 15), 8=907(LC 16) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2290/1255, 3-4=-762/666, 4-5==636/660, 5-6=-1221390, 6-7=-640/533, 7-8=-1476/833 BOT CHORD 2-15=-999/2266, 14-15=-939/2092, 12-13=-1143/587, 5-13=-1035/605, 11-12=-123/418, 9-11=-632/1259, 8-9=-631/1266 WEBS 3-15=-191/796, 3-14=-1485/802, 5-14=-370/1125, 6-12=-883/325, 6-11=-174/675, 7-11=-943/566; 7-9=0/313 4 14 N O NOTES- 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) C-C Exterior(2E) ,�� -(ER P � �� and -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-2, Exterior(2R) 8-8-2 to 31-3-14, Interior(1) 31-3-14 to - . •• / I♦♦ �2. 36-0-0, Extedor(2E) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,`�_�jP�.• A `�' .v�, .E N 5 ♦= 3) Building Designer `,,� %• ♦. / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. •• • No 003.9 4) Provide adequate drainage to prevent water ponding. y.' ;. *. 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, BCDL 10.0psf. with = 7) Refer to girder(s) for truss to truss connections. 10 Q F •• 40 •_`� �� O :,� •40 A 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify 40 ;d'\ capacity of bearing surface. 9) Provi$e mechanical connection (by others) of truss to bearing plate capable of withstand ing.1 00 lb up1'Ift atjoint(s) except at=ib) 2=507, 12=611, 8=388. ♦ 0Q �.• ��' ..: ..G.., ,. �I� ��• •� ` �� IjA�ONA Il�after RFinn PE'No.22839. kmek.UsIk i ; FL,Cert6ti634 69..0 ParkkW Blvti:Tarnpa F.L33610 'Date: March 12,20, ® WARNING -Verify design parameters and READ NOTES SON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 5/1612020 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 WOW 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/7p/1 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'- JOD IIruss IIruss type I I Al2A I Hip Truss Uty I my I LU 16/I VVNI LKb I UNt 1 1 1 T23177565 Job Reference (optional). Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:26 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-Ln1T3uNoCpTdhlCcpKzuRN96YsggPKyJW5c2huzbzBV 1 4-0 5-11-1 8-8-o 12 4-0 16,6-4 20-5-0 27-8-0 32 8-12 40-0-0 1 4-0 5-11-1 2 8-15 3-8-0 4-2-4 3-10-12 7-3-0 5-0-12 7-3 4 Scale = 1:70.7 5x6 = 3x4 = 3x4 11 5x8 = 4 25 5 26 6 27 - 28 7 = 3x6 = 2x4 II 3x6 G 3.00 6x8 12 3x6 = I 1 1 g-7-n 12.4-0 1 205-0 20-64 27=8-0 40-0-0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.97 DEFL. in (loc) I/defl Ud Vert(LL) -0.21 16-22 >999 240 PLATES I GRIP MT20 TCDL 7.0 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES BC . 0.92 WB 0.63. Vert(CT) -0.41 16-22 >603 180 244/190 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Horz(CT) 0.03 9 n/a n/a Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 6-13: 2x4 SP No.3 WEBS 1 Row at midpt WEBS 2x4 SP No.3 7-13 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Horz 2=273(LC 9) Max Uplift 9=-370(LC 10), 2=-490(LC 10), 13=-648(LC 10) Max Grav 9=901(LC 16), 2=950(LC 15), 13=1762(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2295/1223, 3--4=-1145/779, 4-5=-981/723, 5-6=-101/288, 6-7=109/332, 7-8=-817/596, 8-9=-1395l789 BOT CHORD 2-16=-969/2239, 15-16=-914/2093, 14-15=-209/557, 13-14=-1146/644, 6-14=-362/344, 12-13=-202/602, 10-12=-576/1183, 9-10=-576/1183 WEBS 3-16=-204/735, 3-15=-1249/718, 4-15--199/385, 5-15=-167/738, 5-14=-969/463, 7-13=-898/357, 7-12=-193/676, 8-12=-730/463, 8-10=0/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) CE (3-second gust) I�Exp CS Encl., 1GCp1=0.18o MWFRS (directional) and C-1C Exterior 2EL-1-4-0 2t ��. ER to 2-8-0, Interior(l) 1 2-8-0 to 6-8-2, Exterlor(2R56'-s to 17-11-14, Interior(1) 17-11-14 to 22-0-2, Exterior(2R) 22-0-2 to 33-3-14, Interior(1) 33-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 E N •'•• y �� zone;C-C for members and forces & MWFRS for. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building �♦ ,•••'C ♦♦ ' �.� s� •.� j Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •� to the use of this truss component. No1. 2283.9 4) Provide adequate drainage to prevent water ponding. .�. * �' '� * r 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 fif between will the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. •- S �O 8) Bearing • bi. % atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designershould verify capacity of bearing �j T . Qom. '♦ surface. 9) mechanical ccoonnection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) except at--lb)�,S�Q , ••• �,♦ 9=370e March 12.20: ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119IM20 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown; and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability parameters of design pameters 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/rPl1 Quality Criteria, DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. -- - - Tampa, FL 36610- — JoD IIruss IIruss type my I Fly I LU I till WA I tKJ I UNt 2699573 ' A13A Hip Truss 1 1 T23177566 Job Reference (optional) Builders Flrst$ource (Plant City, FL), Plant City, FL 33567, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 11 14:31:272021 Page 1 I D:g65k6Z?uMiuQXUS77YA4XyW46R-p_brHEO Qz6b UISnoN1 U7zbh HJGAA8hOSIILcDKzbzBU -1-4-0 8-8-0 10-4-0 15-4-8 20-4-8 25-0-8 29-8-0 -11-3 40-0-0 1-0-0 848-0 1-8-0 5-0-8 5.0-0 4-8.0 4-7-8 433-3-3 6-0-13 5x6 = _ r,— 2x4 11 4 5x6 = 2x4 II 3x4 = 26 527 6 5x6 = 28 7 7s 8 Scale = 1:70.7 6x8 = 4x6 = 3x6 � 3.00 12 I 3x8 = 2x4 11 3x6 = 20-43-4 8-8-0 10-0-0 15�-8 L 4 20 -0 29-8-0 33-11 3 8-8-0 i-e-0 5-0.8 5-0-0 0. -8 9-1-12 4-3-3 0-1-4 6-0-13-- Plate Offsets (X,Y)- [2:0-1-2,0-0-7],[4:0-3-0 0-2-01r5.0-2-8 0-3-0] [8.0-3-0 0-2-0] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 I. 0.90 DEFL. in (loc) I/deft Ud Vert(LL)>934 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.90 :,B -0.25.12-14 240 Vert(CT) -0.44 12-14 >528 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2020/TPI2014 0.90 rix-MSH Horz(CT) 0.04 10 n/a n/a Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 14=0-3-8 Max Horz 2=232(LC 9) Max Uplift 10=-360(LC 10), 2=481(LC 10), 14=-666(LC 10) Max Grav 10=899(LC 16), 2=970(LC 15), 14=1697(LC 15) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2`3=-2364/1227, 3-4=-2499/1537, 4-5=-10071740, 6-7=-114/268, 7-8=-894/639, 8-9=-1032/656,9-10=-1470/840 BOT CHORD 2-17=-971/2271, 16-17=-559/1478, 15-16=-394/1037, 14-15=-1022/530, 6-15=-258/211, 12-14=-222/482,11-12=-640/1262,10-11=-640/1262 WEBS 3-17=-596/605, 4-17=883/1581, 4-16=473/192, 5-16=-24/472, 5-15=-1304/601, 7-14=785/457, 7-12=-114/499, 9-12=563/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) C-C Exterior(2E) ,,,�1111/��It ��,- ,� q; p 1 and -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-8-2, Exterior(2R) 4-8-2 to 15-11-14, Interior(1) 15-11-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-3-14, F �� P`� .. : A,I� /� �•.`� V'i� Interior(1) 35-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� .•'E N 4Io �� &i 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 4) Provide adequate drainage to prevent water ponding. .. ;22839 *� * • 5) This truss has been designed fora 10.0 psf bottom chord live load noncon current with any other live loads. *This 6) truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide firbetween . will the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. O •�•� 8) Bearing 0,,,�,` atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity,•�� capacity of bearing surface. 9) Provide mechanical connection b others of truss to bearinglate capable of withstanding100 lb u liftat'oint s except t-Ib 10=360, 2=481, 14=sss. �, p Q;' ;. ,� ��I ss >•, NAL �� WaBerP.Finn FE'No. 2i6q MITek USA, Inc. FLsCert'6634 6904'Parke East B[ud:Tampa FL:33610 Date: March 12,20, A WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, note 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 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 - wu I NSS I NSS type . uty my LV I tl/1 WH1 LKJ I UNL T23177567 2699573 � A14A Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant -City, FL - 33567, 8.430 s Feb-12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:29 2021 Paged I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-IMjbiwPgV krCYmxB VSXb2Onfl4u?cj91D2gil DzbzBS -1-40 B-4-0 14-6-4 20�4 8 28 4 O 2 -0 31-0-0 40-0-0 1-4-0 6-2-4 5-10-0 7-11-8 H. 2.0.0 9-0-0 Scale = 1:73.4 5x6 = 5x8 = 6.00 12 3 25 26 27 4 5x8 = 3x4 II 8x12 = 5x6 = ' 5 6 7 8 13 12 11 10 3x6 3.00 F12 6x8 = 3x6 = 2x4 II 3x4 = 3x6 = Plate Offsets (X,Y)- 12:0-1-2 0-0-71 {3:0-3-8 0-2-41 [4:0-2.4 0-3-01 - 1 [7:0-4-0 0-1-11 rB•0-3-8 0-2-41 1-e-14 .u-5-0 2-u-u 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) 0.29 10-19 >800 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.39 10-19 >592 180 BCLL 0.0 .Rep Stress Incr YES WB 0.41 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP,12014 Matrix-MSH Weight: 188lb Ft. =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3: 2x4 SP No.1, 6-7: 2x6 SP No.2, 8-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-14. 6-13 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Harz 2=204(LC 9) Max Uplift 9=-342(LC 10), 2=-462(LC 10), 13=703(LC 10) Max Grav 9=715(LC 16), 2=802(LC 19), 13=1544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1867/1247, 3-4=-1661/1252, 6-7=-811/736, 7-8=-829f764, 8-9=-948/698 BOT CHORD 2-16=-989/1743, 15-16=-697/1318, 14-15=-697/1318, 13-14=-1038/669, 5-14=-430/367, 11 -1 3=-390/740, 10-11=-394839, 9-10=-446/779 WEBS 3-16=-99/485, 4-16=-280/475, 4-14=-1564/925, 6-13=-915/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 12-4-0, Interior(1) 12-4-0 to 28-4-0, Extedor(2R) 28-4-0 to 35-0-0, Interior(1) 35-0-0 to 36-0-0, Exterior(2E) 36-0-0.to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer -to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=342, 2=462, 13=703. ,?Icj!,,_ No >22$'3.9 -aka March 12,20, ® 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 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 ANS11rP/1 Qualify 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' -- JOD' I runs I russ I ype Uty f-ly LU I tl/7 .WH1 tK.1" I UNt . T23177568 2699573 � A15A Special Truss 1 1 Job Reference (opt" onal Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:30 2021 Pagel I D:g65k6Z?uM iuQXUS7?YA4XyW46R-DZHzvGQ I F1 z39wWN2A2gbDJo NUCjL5QvRiaGgfibzBR r1 4 0 6�-0 12-0-2 17-0-14 22-1-11 26 4-0 27-0r0 33 0-0 40-0-0 1 4-0 6 4-0 5.8-2 5-0-13 5-0-13 4-2-5 8- 6-0-0 7-0-0 Scale=1:72.1 5x6 = 5x6 =. 5x8 = = II = 6.00 12 5x8 5x8 2x4 3x6 3 24 9.r 7R 9i 4 9poq 'An8n 5 �� 6. .,., 33 34 35 9 a0 Jr Jb 3a 6x8 = 13 40 41 3x6 = 2x4 11 5x6 = 3x6 = 3x6 = 3x8 = 2x4 II 3x6 = LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. I in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.15 11-20 >999 . 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.24 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 1-3,7-8: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* WEBS 13-16: 2x4 SP No.2 P WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 15=7-2-4 Max Horz 2=163(LC 7) Max Uplift 10=-624(LC 8), 2=-893(LC 8), 15=-2391(LC 8) Max Grav 10=1354(LC 1), 2=646(LC 17). 15=3320(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except :when shown. TOP CHORD2-3=878/1318, 3-4=0/625, 4-5=-1170/1922, 5=6=-1170/1922, 6-7=-495/104, 7-8=-2212/958, B-9=-2106/957, 9-10=2576/1167 BOT CHORD 2-17=-1080f728, 16-17=-1105/745, 15-16=-592/0, 14-15=0/495, 12-14=-704/2011, 11-12=-936/2264, 10-11=-934/2239 WEBS 3-17=-544/524, 3-16=-945/771, 4-16=-601/735, 4-15=-2133/2071, 5-15=-453/459, 6-15=-2864/1510, 6-14=-544/1235, 7-14=-1912/972, 8-12=0/505, 9-12=-259/225, 9-11=-54/714, 7-12=-517/469 40-0-0 PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% Structural wood sheathing directly applied or 2-6-7 oc purlins. Rigid ceiling directly applied or 5-4-2 oc bracing. 1 Row at midpt 4-15, 6-15, 7-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=624, 2=893, 15=2391. Continued on page 2 �i: No. 2283:.9 � a ipa FE33610 March 12,20, ®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 uponparameters shown, and is for an individual bulding 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/TPII Quality Criteria, DSB-99 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 - aoo t cuss type- ury my LU I tJll VVA I tKJ I UNt 2G99573 A15A 1.1russ pecialTruss 11 1 I T23177568 (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:30 2021 Page 2 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-DZHzvGQ I F1 z39wM2A2gbDJoNUCjL54vRiaGgfzbzBR NOTES- 10) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 169 lb up at 7-1-1, 122 lb down and 166 lb up at 9-1-1, 122 lb down and 166 lb up at 11-1-1, 122 lb down and 166 lb up at 13-1-1, 122 lb down and 166 lbup at 15-1-1, 122 lb down and 166 lb up at 17-1-1, 122 lb down and 166 lb up at 19-1-1, 131 lb down and 185 lb up at 27-0-0, 112 lb down and 178 lb up at 29-0-12, and 112lb down and 178 lb up at 31-0-12, and 180 lb down and 326 lb up at 33-0-0 on top chord, and 163 lb down and 252 lb up at 6-4-0, 65 lb down and 68lb up at 7-1-1, 65 lb down and 68 lb up at 9-1-1, 65 lb down and 70 lb up at 11-1-1, 65 lb down and 106 lb up at 13-1-1, 391 lb down and 138 lb up at 27-0-0, 84 lb down at 29-0-12, and 84 lb down at 31-0-12, and 391 lb down and 138 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11.) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 8-9=-54, 9-10=54, 18-21=-20 Concentrated Loads (lb) Vert: 8=-112(B) 9=133(B) 17=-163(B) 5=-82(B) 12=-391(B) 11=-391(B) 24=-82(B) 25=-82(B) 27=82(B) 28=-82(B) 30=-82(B) 31=-82(B) 34=112(B) 35=-112(B) 36=41(B) 37=-41(B) 38=41(13) 39=41(13) 40=63 (B) 41=-63(B) ® 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 rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. - Safety.lnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - - - -Tampa, FL 36610 Jon I runs I cuss type 2699573 Ici (Jack -Open Truss Uty IFly I LV Itill WAI tKJI UNt T23177569 (Plant City, FL), City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:31 2021 Page 1 I D:g65k6Z?uVI iuQXUS7?YA4XyW46R-hlrM7cRxOL6vn45ZctZ38Rs8otIV4j32gMJpM6zbzBQ -1-4-0 0- 11 4 1-4-0 0-11-4 Scale = 1:7.6 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 o-11-a LOADING (psf) SPACING- 2-0-0 CSI.I DEFL. in (loc) I/defl Lid PLATES (GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1). 2=-195(LC 10), 4=15(LC 1) Max Grav 3=20(LC 10). 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=195. ,,%j11111off S. No .22'839 nStA F ' 4 March 12,20, ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/m20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not�� a ll truss system. Before use, the building designer must verily the applicability b design parameters and properly incorporate this design into the t. root 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 Mi'[ek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Mi Blvd. e East .Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD.20601 Park - - - Tampa, Parke East - JOD I sS I cuss type 2699573 ImC1A (Jack -Open Truss Uly IF'ly 1 LUIUll WAI tKJI UNt 2 I ; _ T23177570 3uilders FirstSource (Plant City, FL), PI C . i L - 3:1Dbf, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:31 2021 Page 1 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-hlrM7cRxOL6vn45ZctZ38Rs8otiZ4j32g MJpM6zbzBQ -1-4-0 0-11-4 1 4-0 0-11-4 3x4 = 0_8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 _ TC 0.23 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=63(1_C 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=305. `01,P w � .•'fit✓ E N �''•�7i ��%, No .22839 OF i, • •< ` 7 Imo,..•• • O P,OP...`, N A wifterP Inn PE No.22899 MiTekUSA,lk' Ceit66$4 6904 Parke'East 9(vd: Tampa FL33610 Date: March 12,20, A WARNING - Verify design parameters and READ NOTIES.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 ANS//TP/1 Qu6904 Parke East Blvd. -Tampa, FL -Eastalify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 _ _ Jul] I cuss t russ type 2$99573 �Cip Jack -Open Truss Uty Iely I LUlt1/l WAI tK,I UNt T23177571 FirstSource Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:32 2021 Page 1 I D:g65k6Z?u\A iu QXUS7?YA4XyW46R-9xPkKySZnfEmPDfmAb4lgePJYH5kpAJ BvO3NUYzbZBP -1-4-0 0-11-4 1-4-0 ON Scale = 1:7.6 Nlate Uftsets (X Y)— I2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFLI in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1). 2=-195(LC 10), 4=15(LC 1) Max Gram 3=20(LC 10). 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph.; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 2=195. ��P�•(E R A• ,;� �� co NI do NO 2283.9 ... '0 �• :. OF O ,. O N A Pa'IterP Rnn,PE-No.22889. ,MiTek USA, Inc: k Celt 6634 6904 Parke East BNd: Tampa K 33610 Dater March' 12,20: ® WARNING - Verify design parameters and READ NOTES.ON ikS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/16/2020 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 individuartruss web and/or chord members only. Additional temporary and permanent bracing is allays 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•• - JOD I cuss truss I ype i 2699573 C1V Jack -Open Truss Uty Fly LUItS/1 WHItKJI UNt 2 1 T23177572 FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:33 2021 Page 1 I D:g65k6Z?uM iuQXUS7?YA4XyW46R-e7y6XISBYyMdONEykIbXDsxU1 hR_YdZL7gowR_zbzBO -1-4-0 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4 m 0 Scale = 1:7.6 1 r6 Io PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at --lb) 2=181. • No ;2283.9 01 i�`�ssO N AL ' lifterP,FlnnPENommq. ,MiTek U8it(Ik_ FL:CertwU 6909 I?arke East 9(vd: Tampa FL 33610 Dater March 12,20: ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/lkmo 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/Tioll 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 -- — JOD I Russ truss I ype Uty Fry LU I U/1 WH 1 tKJ I UNt 2699573 � C3 Jack -Open Truss 8 1 T23177573 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:33 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-e7y6XISBYyMdONEykIbXDsxUlhQgYdZL7gowR zbzBO -1V 2-11-4 1-4-O 2-11-4 • Scale = 1:12.7 F 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=157. vtER I►P�� FZ �I * s. A. NO 22$39 Date: FL33610 March 12,20, ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEk REFERENCE PAGE MII-7473 rev. 5/16/2020 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 applirabilitiof design parameters and property 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety lnformat/on available from Truss Plate Institute, 2670 Crain Highway,.Suile 203 Waldorf, MD 20601 _ — - Tampa, FL 36610 - - - Joo - I runs I cuss 1 ype Uiy Fly LU I tl/l WA I tKJ I V Nt 2699573 ` C3A Jack -Open Truss 2 1 T23177574 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feti 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:34 2021 Page 1 I D:g65k6Z?uVlivaXUS7?YA4XyW46R-6KWUleTpJGUUeXp8H?6ml3Uf25kLH4pUMKYTzQzbzBN -1-" 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 Ill 2x4 = u-a-u 2-11-4 0-4-0 2-7-4 LOADING (psf) SPACING- i2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP , LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-43(LC 10), 2=-257(LC 10), 4=-28(LC 7) Max Grav 3=53(LC 15), 2=236(LC 1), 4=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied_or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE-7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=257. N. R P ,� 4 �•...... 4% 00, No ;2283.9 ..� 6F 4 '4!� O N ACENV. Walter P. Finn PEM.22839 MiTek USA, Inc. k Ceh 66M 69.04 Park6 East Blud' Tampa•FG:33610 Date: March 12.20, ® WARNING -Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/16/2020 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 e a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 ANSUTPl1 Quality Criteria, DSB-89 and BCS/ Building Component - --Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tam Parke East Blvd. . — -- - - Tampa, FL 36610 - -. - I fuss I Iuss Iype C3P I Jack -Open Truss Wry I F'ly I LU I tf/l VVA I tKJ I UNt 2 I 1 T23177575 JOD A99573 r Builders FirstSource FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:34 2021 Page 1 I D:g65k6Z?uMiu QXUS7?YA4XyW46R-6KWUleTpJGUUeXpBH?6m l3Uf25lrH4pUMKYTzQzbzBN 1-4-0 2-11-4 1-4-0 2-11-4 0 Scale = 1:12.7 Mate Uffsets (X,Y)— [2:0-0-0 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) II/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.19 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=11illechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • NOTES- = -1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL"=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=212. •: • .' No 2283.9 ;V Iter ,Mrrekl 6904 P Date: March 12,20, ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MTek® 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 - MOW: - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see � ANS11TP/1 Qu6904 Parke East Blvd. ality Criteria, DSB-89 and BCSI Building Component SateiyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - -- - Tampa, Parke East - - auu Truss A99573 C3V Builders FirstSource (Plant City, FL), I truss type IUty Imy I L61t5/1 VVAI tKJI UNt Jack -Open Truss 2 1 1 T23177576 Job Reference lnnfinnall int City, FL - 33567, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 11 14:31;35 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-aW4syzUR4acLGhOKrje?IH1gnV6GOX2eb H1VtzbzBM 1-4-0 2-11-4 1 4-0 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL - 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Op'sf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber. DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.I, 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify , ,`�R P capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upl'Ift at joints) 3 except (jt=lb) 2=149. ,,�� F'r :� .�• .0. ON A Wilter P. F nn pE No226 q9 ,MITekW loc:FL;Cett'6634 ;6004 Parke East Q(vd: Tarripa fL 33610 Date: March 12.20, ® WARNING - Verify design parameters and READ NOTES,ON THIS AND]NCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/16/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ge a truss system. Before use, the building designer must verify the applicability of design parameters and propeily 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/!P!i quality Criteria, OSB•89 and BCSI Building Component Safety -Information available from Truss Plate institute, 2670 Crain Highway, Suite 203.Wa1dorf,.MD 20601 6904 Parke East Blvd. -Tampa, FL 36610 - aoD I russ I runs type r r 2699573 C5 Jack -Open Truss Uly I my I LU I d/1 VVA I LKJ 1 UNt T23177577 (Plant City, FL) Plate Offsets (X,Y)— [2:0-1-4,0-0-2 Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:36 2021 Page 1 I D:g65k6Z?uM iuQXUS7?YA4.XyW46R-2ieFAJV3rtkCtrzXPQ9EgUZwzuMBl_Ingel al JzbzBL -1-4-0 4-114 1-0 0 4 11-4 3x4 = 4-11-4 Scale=1:17.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. - TC 0.52 BC 0.39 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) 0.06 4-7 >999 240 Vert(CT) -0.06 4-7 >908 180 Horz(CT) -0.00 3 n/a n/a 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 4-11-4 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=0-8-0, 4=Mechanical Max Harz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eavd=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=167.�� i0� V A P. f F� •� w�GEN& •2 •.. r '.0. No .22839 :.. Wafter P Finn PE'No:22339 MiTek USA,.Inc. F' t eit 6634 0904 Patke East 9ltd-Tampa FL33610 Date: March 12,20, A 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 MTeM 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 Mirek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,. 2670 Crain Highway, Suite 203 Waldorf, MD.20601 6904 Park Parke e East East Blvd. - Tampa, - SOD Iruss buss type 2699573 f C5A Jack -Open Truss uty I Fly I LU 16/l VVAI tKJ I UNt T23177578 2 1 (Plant City, FL) • b int City, FL - 33567, 18.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:36 2021 Page 1 1 D:g65k6Z?u Vliu QXUS7?YA4XyW46R-2ieFAJV3rtkCtrzXPQ9EgUZvsuKyLingel al JzbzBL 1�_0 4-11-4 1-4-0 4-11-4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 4-8 >625 240 TCDL 7.0 Lumber DOL 1.25 _BC 0.53 Vert(CT) 0.09 4-8 >687 180 BCLL 0.0 Rep Stressancr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-109(LC 10), 2=-291(LC 10), 4=-64(LC 7) Max Grav 3=116(LC 15), 2=292(LC 1), 4=78(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eiderior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 160 lb uplift at joint(s) 4 except at --lb) 3=109, 2=291. ® WARNING -Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/16/2020 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 propeily 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Cr/teda, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD.20601 . c•��,p,�•� ER ,P L, . 'No :92839 •. .:.. !. k9y E �V>. MF MiTek' 6904 Parke East Blvd. Tampa, FL- 36610 Oa FL.33610 March 12,20, Juu Iruss buss type r C5P Jack -Open Truss Uty I I-ly I LU I B/1 WN'I tKJ I UNt 2 1 1 T23177579 FirstSource (Plant City, FL), Plant City, FL - -1-4-0 to 3x6 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:37 2021 Page 1 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-WvCdNfVhcBs3V?Yjz8gTNi62Cld6URYx21m8alzbzBK 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.75 Vert(LL) 0.16 4-7 >359 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.15 4-7 >396 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -O.Oo 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Scale = 1:17.6 PLATES GRIP MT20 2441190 . Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Grav 3=123(LC 15), 2=262(1_C 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat_. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left expbsed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) 4 except (jt=1b) 3=122, 2=261. No 2283.9 •• Cep'; • :. 10 ��i` �• 0R1P• Wafter P. Finn PE.No.22839 MITek USA Inc. FL*rt 6634 6904 Parke East Bly&Tarp 7 FL 33610 Date: March 12,20, ® WARNING -Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITFK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MTek® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard 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, SafetyInformation delivery, from loTruss Plate Institute, 2670 CrainsHighway, Suite 203 Waldorf, MD20601 sses and trus systems, see ANS11TI Qality Criteria, OSB-89 and BCS/Building Component 6904 Parke East Blvd. -- - Tampa, FL 36610 JOD I MISS ,-as type Uly FlyLU 1 tl/l WA I CKJ I UN t f 2699573 CSV (Jack -Open 2 I 1 . .___-.. T23177580 Builders FirstSource FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:38 2021 Page I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-_5m?b? WKNV_w787vWrBiwveGd2xDuo4HyWh6CzbzBJ -1-4-0 4-11 A 1 4-0 4-11-4 0 3X4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ll/d-H Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.06 4-7 >925 .240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 4-7 >875 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:17.6 4 rn N LL1 N _ PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- y 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=112, 2=161. ® 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 weband/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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information .available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ lot -MiTek' 6904 Parke East Blvd. Tampa, FL -36610 March 12,20, ion I russ I russ type try Fly LU 1 t5/1 VVA I CKJ' I UNt 2699573 � ID01 Hip Girder 1 T23177581 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:39 2021 Page 1 ID:gPgFX8AUrkU7dJeaECZ p8y862r-SHKNoLXy8o 103-0 6nkIi64ZixS7BSp60jy9tDWcFEeezbzBl '5-3-0 9-9-0 1 -0 0 1 14-9-0 20-0-0 5-3-0 4-6-0 0 3- 4-6-0 5-3-0 • 0-3-0 46 Z�- Scale=1:38.7 3 Iq 0 = HTU26 Sx6 3x8 ll 4x10 MT20HS = 10x12 = HTU26 3x8 ll HTU26 1.5x8 STP = 1.5x8 STP = HTU26 HTU26 HTU26 HTU265x6 = . 6-3-0 9-9-0 103-0 1 -0 0 14-9-0 20-M 5-3-0 4-6-0 0 3- - 0-3-0 - 460 5-3.0 Plate Offsets (X,Y)— [1:0-2-4 0-0-11 [3:0-4-4 0-1-121 [5:0-3-0 0-2-91 LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. I in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 7-9 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 217In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=202(LC 7) Max Uplift 1=-1821(LC 8), 5=-2201(LC 8) Max Grav 1=3320(LC 1)',.5=3939(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7052/3808, 2-3=-5024/2764, 3-4=-5028/2766, 4-5=-7257/4029 BOT CHORD 1-9=3323/6273, 7-9=-3323/6273, 6-7=-3529/6474, 5 6=-3529/6474 WEBS 2-9=841/1690, 2-7=-2064/1196, 4-7=-2293/1430, 4-6=-1030/1848, 3-7=-2210/4095 Structural wood sheathing directly applied.or 4-2-9 cc pudins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " ThLs 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except of=lb) 1=1821, 5=2201. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 6-4-12 from the left end to 18-4-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) "shall be provided sufficient to support concentrated load(s)175 lb down and 177 lb up at 2-5-1, and 242 lb down and 187 lb up at 4-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 A WARNING - Verify design parameters and READ NOTES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 property 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb TPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information .available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - -_ ER 1A A. NO :22$3:9 MiTek 6904 Parke East Blvd. Tampa, FL 36610- March 12,20, JOD I russ I fuss I ype ury I-ly LV 1 IJl7 WA I tKJ I UNt 2699573 I D01 Hip -Girder 1 T23177581 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:39 2021 Page 2 I D:gPgFX8AUrkU7dJeaECZ_p8y862r-SHKNoLXy8o6n kli64ZixS7B Sp60jy9tD WCFEeezbZBI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 'Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-5=-20 Concentrated Loads (lb) . Vert:14=-175 15=-242 16=-1334(F) 17=-667(F) 18=-682(F) 19=-667(F) 20=-669(F) 21=-669(F) 22=-675(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MTek® 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 M iTe 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 ANSI/TP/f 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 I russ I I russ 1 ype Uty My LUIUll WA1tKJI UNt 1699573 t D02 Hip 1 1 T23177582 Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:40 2021 Page 1 I D:gPgFX8AUrkU7dJeaECZ_p8y862r-wUulOhYav6EeMS HIeGDB?KkeJ WgJhm9NkG?oA4zbzBH 14 -0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21 4-0 1-4-0 6-0-0 2-8-10 2-0-0. 2-8-10 6-0-6 1-0-0 Scale=1:36.9 46 = 46 = Jiro = 3x4 = 3x4 3x6 = 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 Rep Stress ]nor YES WB 0.14 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/896, 3-4=-973/792, 4-5=-824/739, 5-6=-973/792, 6-7=-1184/896 BOT CHORD 2-11=-593/1068, 9-11=330/824, 7-9=-593/1024 WEBS 3-11=-386/394, 4-11=-245/362, 5-9=-245/362, 6-9=-387/394 DEFL. in (loc) Well Ud PLATES I GRIP Vert(LL) -0.15 9-17 >999 240 MT20 244/190 Vert(CT) -0.32 9-17 >745 180 Horz(CT) 0.03 7 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural woad sheathing directly applied or 4-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 16-7-14, Interior(1) 16-7-14 to 17-4-0, Exterior(2E) 17-4-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2=450, 7=450. ER'P .. FZ.f� • No :2'2839 �. ft�F .:•� March 12,20: A WARNING - Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5n 912020 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 property 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 ANS!?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, Parke East - - cuss type Ury my LUIbli WAI tKJI UNt 2699573 D03 Hip Girder 1 1 T23177583 _I i Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Marl 1 14:31:41 2021 Page 1 1-4-0 ID:gPgFX8AUrkU7dJeaECZ—p8y862r-PgR8D1ZCgQMV crUC_kQXYGk7vzBQBOWzwkLjWzbzBG 7-0-0 13-0-0 1 -0 7-0-0 6-0-0 20-0-0 21-4-0 7-0-0 1.4-0 Iu Special 5x8 = Special NAILED NAILED 46 = 3 16 17 4 3x6 = 2x4 11 --- "` 3x4 = Scale = 1:36.9 Special Special 3x6 = Plate Offsets (X Y)— r _u-c 7-0-0 [3:0-5-8 0-2-41 [4:0-3-8 0-2-41 13-0-0 6-M LOADING (psf) SPACING- 2-010 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 9-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.1 'Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-794(LC 8), 5=-794(LC 8) Max Grav 2=1515(LC 1), 5=1515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2752/1295, 3-4=-241811233, 4-5=-2754/1295 BOT CHORD 2-9=1013/2394, 7-9=-1012/2417, 5-7=-990/2395 WEBS 3-9=0/695, 4-7=0/696 PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except OWb) 2=794, 5=794. 8) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanaer(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 389 lb up at 7-0-0, and 230 lb down and 389 lb up at 13-0-0 on top chord, and 344 lb down and 75 lb up at 7-0-0, and 344 lb down and 75 lb up at 12-11-4 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: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-183(F)4=-183(F) 9=-344(F)7=344(17) 16=-112(F) 17=-112(F)18=-63(F) 19=-63(F) ®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@ 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ 1,1111 ttit..446 ' `' • No :22'83.9 i r kZF ;. ter. �• 00 — �, 'Q) T USA, 60. FL, Cert 6634 'arks East Blvd;Tim:J fFL';33610 March 12,20, MiTek', 6904 Parke East Blvd. Tampa, FL 36610 2699573 } E6A Builders FirstSource (Plant City, F 1 I Jack -Open Truss Ury I vly l LU I till WA I tKJ 1 UNt 1 T23177584 Plant City, FL - 33567, uoodr 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:41 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-PgR8D1ZCgQMV crLIC kQXYGiwvxoQFXWzwkLjWzbzBG 6�LO — 1-0-0 6-4-0 3x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.30 4-8 >254 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.27 4-8 >280 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=223(LC 10) Max Uplift 3=-152(LC 10), 2=-325(LC 10), 4=-85(LC 7) Max Grav 3=157(LC 15), 2=339(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.3 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1)'-'Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift atjoint(s) 4 except at --lb) 3=152, 2=325. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2o20 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 property 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI 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 March 12,20, "'` Llty, Fly LVItS/l WAItKJIVNt 2699573 E7 Jack -Open Truss 14 - 1 I T23177585 (Plant Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:42 2021 Page 1 I D:g65k6Z?u VIiuQXUS7?YA4XyW46R-ts? WQ NZgRj UMbmQhlhGf4lpsxJJsBing CaUvFzzbzBF -1-4-0 7-0-0 1 4-1 7-0-0 3x6 = Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. I in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.22 4-7 >381 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 24 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- _. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) except Qt=lb) 3=162, 2=185. ER'P F Z'V III No 22839 Irk OF rN WalterP Flinn RE No.22839, MITekUSA, Inc. FL.Cert 6634 6a04 Parke East My&Taropa FL 33610 Date: March 12,20, ® 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 - 2699573 IE7P II- Type Jack -Open Truss Uty I ely I LU I tril WA I tKJ I UNt 2 T23177586 FL), I Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:42 2021 Page 1 ID:g65k6Z?uM iuQXUS7?YA4XyW46R-ts? WQ NZgRj U Mbm QhIhGf4lptuJl N8ingCaUvFzzbzBF -1-4-0 7-0-0 1-47-0-0 4Xb = 4 1.5x8 STP = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.24 4-6 >354 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.21 4-6 >392 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x6 SP N0.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Scale=1:23.4 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-0-12 oc bracing. Max Harz 2=242(LC 10) Max Uplift 3=-157(LC 10), 2=-320(LC 10), 4=-133(LC 10) Max Grav 3=165(LC 15), 2=336(LC 1), 4=140(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=157, 2=320, 4=133. oil. -(E 111P, r,III, � �� 'V .��C No :0 839 lis Walter p. Finn PE No.22839. MITek USA, Inc: FL Cett'6634 69, 09' Parke East-614.1,*pa FL 33610 Date: March 12,20: ® 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 M7ek® 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qusilly Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 _. 6904 Parke East Blvd. - - Tampa, Parke 36610 - - I fuss type JACK -OPEN TRUSS Uty I I-ly I LU 16/1 WA I tK' I UNt T23177587 Vuu IfLss 28995b E7V Builders FirstSource (Plant City, FL, I Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:43 2021 Page 1 I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-L3ZueiaSC 1 cDDw?tJOnudzM3WjdBt91 pREDSn PzbzBE 4 .4-0 7-0-0 1-4'0 7-0-0 3x6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10)' Max Uplift 3=-152(LC 10), 2=-179(LC 10), 4=-1.1(LC 10) Max Grav 3=191(LC 15), 2=341(LC 15), 4=118(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. --All forces 250 (lb) or less except when shown. Scale=1:22.6 DEFL. in (lob) I/defl Lid PLATES I GRIP Vert(LL) 0.28 4-7 >296 240 MT20 244/190 Vert(CT) -0.24 4-7 >348 180 Horz(CT) -0.03 3 n/a n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied,or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and'C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing'plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt lb) 3=152, 2=179. ,,t"i 11111/I#1I P, F�/j No 22839 It - Walter l? Flnn PE No. 839.' MITek,U$A ,Inc, FL Cert6834 69.04 Parke East Qlgd: Tarrjpa,FL 33610 Date: March 12,20, ® WARNING -verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5M9/2020 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 indicatedis 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 ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670.Crain Highway, Suite 203 Waldorf, MD 20601 6904 Park - - Tampa; Parke 36610 East Uty Fly LU I t5/l VVA I tKJ I UNt 2699573 x H6A DIAGONAL HIP GIRDER T23177588 FirstSource (Plant City, FL), Plant City, FL - 33567, 2 21 Mince o Industries, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:44 2021 Page 1 I D:g65k6Z?u Vliu QXUS7?YA4XyW46R-pF7Gr2b5yLk3t3a3t6l79Au107?1 ca6yfuz?KrzbzBD -1-10-10 4-7-14 1-10-10 8-11-8 4-7-14 4-3-10 Scale = 1:21.0 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.36 6-10 >295 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 6-10 >324 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2x4 SP N0.2 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 8-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-1, 6=Mechanical Max Horz 2=223(LC 8) Max Uplift 4=-132(LC 8), 2=-579(LC 8), 6=-289(LC 8) Max Grav 4=124(LC 1), 2=351(LC 1), 6=233(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=361/369 BOT CHORD 2-6=410/313 WEBS 3-6=-337/442 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 100 lb uplift atjoint(s) except at --lb) 4=132, 2=579, 6=289. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb up at 1-5-12, 104 lb up at 1-5-12, 2 lb down and 70 lb up at 4-3-11, 2 lb down and 70 lb up at 4-3-11, and 23 lb down and 146 lb up at 7-1-10, and 23 lb down and 146 Ito up at 7-1-10 on top chord, and 69 lb up at 1-5-12, 69 lb up at 1-5-12, 8 lb up at 4-3-11, 8 lb up at 4-3-11, and 22 lb down and 29 lb up at 7-1-10, and 22 lb down and 29 lb up at 7-1-10 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 5-7=-20 Continued on page 2 ,,,��►111111i/i��i -(ER. P No 22$39do �70,do e'a t �.•/'�� •� S,ONA %. Waiter P• Flnn PE No.22839: ,MITek USA, Inc. -FL Celt 6634 6909 Parke East Bh!d::T$rflpa FL 336.10 Date; ® 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 bracingMITe 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Tampa, Parke 3ast Safetyinformation available.from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ __ _ March 12,20: ury Fry LUItill WAI tKJI UNt JOD 26995h' I NSS H6A (Plant City, FL I russ type DIAGONAL HIP GIRDER Plant City, FL - 33567, T23177588 1 1 Job Reference o tional 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:44 2021 Page 2 I D:g65k6Z?uMiuQXUS7?YA4XyW46R-pF7Gr2b5yLk3r3a3t6l79AuI O7? 1 ca6yfuz?KrzbZBD LOAD CASE(S) Standard Concentrated Loads (lb) Vert:11=62(F=31, B=31)13=-46(F=-23,B=-23)14=83(F=42,B=42)15=17(F=8,B=8)16=-25(F=-13, B=-13) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MTekO 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 MITQk• fabrication, storage, delivery, erection and breang of trusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and BCS/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 I I Russ r 1 1 H7 Iruss type DIAGONAL HIP GIRDER uty IF ly I LUIt5/1 VVH11=KJ1UNt T23177589 I I I I I Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:45 2021 Page 1 I D:g65k6Z?uVliu QXUS7?YA4XyW46R-HRhe3OcjjeswSD9FRpp MiORLJXKn Lxo6uYiZslzbzBC 1-10-10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13' Scale = 1:22.0 Yno — 3x6 = o eye 9-10 13 Plate Offsets (X,Y)— [2:0-1-10,Edge) 995 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 6-9 >440 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 6-9 >216 180 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or B-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-167(LC 8), 2=-233(LC 8), 6=-60(LC 8) Max Grav 4=147(LC 1), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=758/348 - BOT CHORD 2-6=-432/726 WEBS 3-6=751/447 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 100 lb uplift at joint(s) 6 except (jt=lb) 4=167,2=233. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 18 lb up at 1-4-15, 65lb down and 18 Ib up at 1-4-15, 5 lb down and 83 lb up at 4-2-15, 5 lb down and 83 lb up at 4-2-15, and 36 lb down and 1471b up at 7-0-14, and 36 lb down and 147 lb up at 7-0-14 on top chord, and 40 lb up at 1-4-15, 40 lb up at 1-4-15, 5 lb down at 4-2-15, 5 lb down at 4-2-15, and 30 lb down at 7-0-14, and 30 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-1O(F=-5, B=-5) 14=-61(F=-30, B=-30) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19=20 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,,%�IIIIIIIIIII ER. P. wCENS.• No _22-839 ►� • C r. A F 4l/ Walter P Finn PE,No:22889. MiTek USA,'Inc. FL Cer46634 6964 Parke East Blvd: Tampa FL 33610 Date: March 12,20, Is�• r. MiTek' 6904 Parke East Blvd. Tampa, FL 36610 JOD 1 Russ I russ I ype ury Nly LU I tl/l WA I CKJ I UNt T23177590 2699573 / � H7P DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:46 2021 Page 1 I D:g65k6Z?uM iuQXUS7?YA4XyW46R-leF 1 GkcLUy_n4NkS_XKbEb_aMwm K404F7CS60 kzbzBB -1-10-10 4-2-0 9-10-13 0-1 1-10 4-2-0 5-8-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.49 BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-449(LC 8), 6=-345(LC 5) Max Grav 4=148(LC 1), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=756/651 BOTCHORD 2-6=742/724 '. WEBS 3-6=749/768 Scale=1:22.0 3x6 = 9-9-5 9-10 13 9-9-5 Oil DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.48 6-9 >245 240 MT20 244/190 Vert(CT) -0.46 6-9 >253 180 Horz(CT) -0.01 6 n/a n/a Weight: 42 lb FT = 20% BRACING- - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 100 lb uplift at joint(s) except (jt=lb) 4=162, 2=449, 6=345. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 18 Ito up at 1-4-15, 65lb down and 18 lb up at 14-15, 5 lb down and 93 lb up at 4-2-15, 5 lb down and 93 lb up at 4-2-15, and 36 lb down and 161Jb up at 7-0-14, and 36 Ito down and 161 lb up at 7-0-14 on top chord, and 36 lb up at 1-4-15, 36 lb up at 1-4-15, 5 lb down and 4 lb up at 4-2-15, 5 lb down and 4. lb up at 4-2-15, and 30 lb down and 44 lb up at 7-0-14, and 30 lb down and 44 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-1O(F=-5, B=-5) 14=61(F=-30, B=-30) A WARNING -Verify design parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi7ek® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSilrPH Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,,,��IIII1tIf1� � i •• No 2283.9 T OF 00i�i(` . ••�� Wetter t? Finn PE No.22839 ,MITekUSA, Inc. FLCert'60M 6904- Parise East Blvd:,Tarnpa FL 33610 Date: March 12,20, MiTek 6904 Parke East Blvd. Tampa, FL 36610- JOO I fuss I runs 1 ype Uty Fly LU I t5/1 WAI tKJ I UNt 2699573` 1H7V IDIAGONALHIPGIRDER 1 T23177591 FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:47 2021 Page 1 I D:g65k6Z7uMiu QXUS77YA4XyW46R-Dqp PU4dzFG7eiXJeYErgnp WmZK1 ZpOZPMsBfwAzbzBA -1-10-10 4_4_7 13 1-10-10 96 4-4-7 5-6-5-6-6 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.18 6-7 >645 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-210(LC 8), 5=-73(LC 8) Max Grav 4=162(LC 1), 2=517(LC 1), 5=290(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD - 2-3=-1329/457 BOT CHORD 2-7=-535/1247, 6-7=-549/1252 WEBS 3-7=0/257, 3-6=-1224/532 Scale=1:22.9 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2), Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=162,2=210. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 19 lb up at 1-4 15, 62lb down and 19lb up at 1-5-0, 5 lb down and 88 lb up at 4-2-15, 5 lb down and 88 lb up at 4-2-15, and 36 lb down and 151 lb up at 7-0-14, and 36 lb down and 161 lb up at 7-0-14 on top chord, and 11 lb up at 1-4-15, 11 lb up at 1-5-0, 4 lb down at 4-2-15, 4 lb down at 4-2-15, and 31 lb down at 7-0-14, and 31 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Continued on page 2 N N Q n ,'CSR,P I F jF �A�, No. :22839 WalterP. Finn PE;No.22839' ,MiTek USA, Inc. FL.Ceit 634 6 6904 Parke Eis Q1q'd:,Tampa FU36i0 Date: - March 12,20, ®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 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 ANS/1rP/1 Qu6904 Parke East Blvd. ality Criteria, DSB-89 and BCS/ Building Component Safety Infom nation available from Truss.Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - - - Tampa, Parke 3 East - - JOD IruSS muss type r a 2699573 H7V DIAGONAL HIP GIRDER Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard • Concentrated Loads (lb) Vert: 7=-6(F=-4, B=-4) 12=-73(F=-36, B=-36) 14=59(F=-29, B=-29) illy Yly LU I tgl VVAI IzK61 UNC T23177591 1 1 Job Reference (ODtional) 6.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 14:31:47 2021 Page 2 I D:g65k6Z?uVliu QXUS7?YA4XyW46R-Dqp PU4dzFG7eiXJeYErgnpWmZK1 ZpoZPMsBfwAzbzBA ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll.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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanentracing truss systemssee ANSI(TMITe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , P/f Quality Criteria, DSB-89 and BCS/ Building Component fabrication, storage, delivery, erection and bracing of trusses and Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Park - Tampa, Parke East - Symbols PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_11s' - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in - connector plates. "Plate location details available in MiTek 20/20 software or upon request. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 L WEBS c�v 4 O a O n. C6-7 Cs-6 0 .BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTPF1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 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 Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or puriins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft, spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 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. Indicates location Where bearings 16. Do not cut or alter truss member or plate without prior approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction Section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. __ 18. Use of green or treated lumber may pose unacceptable Min size shown Is for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. — ® 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, Aesign assumes 1 Quality manufacture Guide to Good Practice for Handling, MiTek. 21.The design does not take into account any dynamic Installing & Bracing Of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 or other loads other than those expressly stated.