Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
4 00 258 Southhall Lane, Suite 200 Maitland, Florida 32751 DP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com EN®INEERING ASSOCIATES v1r March 23, 2021 Building Department Ref: Adams Homes Lot: Lot 7 Blk. 1 Subdivision: Fort Pierce - Waterstone Address: 5432 Lugo St. Model: 2000 A LHG KA # 21-3101 Truss Company: Builders First Source Date of drawings: 3/15/21 Job No.: 2699580 Wind Speed: 160 Exposure: C Truss Engineer: 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. Sincerely, 3/23/2021 Carl A. Brown, P.E. FL. # 56126 3/23/2021 Scott Lewkowski, P.E. FL. #78750 b1`t�t1bl1@l,�pfet NO 8786 • ST. OF :• K O Luis Pabl Torres, P.E. FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" y.. -D :i• CONNECTORS SCHEDULE ROOF TRUSS FQTJIDF MODEL ROOF UPLIFT SYM 0 A* LUS24 / JUS24 895 / 835 490 /510 ALA' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 -- I C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J LC 0 D HTU28-2 / THD28-2 4680 / 5005 113485 / 2595 J tD 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 J - 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 A IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 J LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 J IH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 LJ 3X8NOP nn nn nn !, ! "A 1'' MEMO. "JMI �Pffi �1 EXPOSED TO WIND I OEM red ❑ Revise and Rem6®t ODs ❑ NotRevinvcd(see eaplaaati ) ..dc On CquipIDGOt S Itnift s Or _._.M drawings during this Tim do m compliance with requirmcift of the drawings Red specifications a:view of gmval confamRoce with the conccpt of the project end I the mf—fion given in the conhact dnamrnf The conftactor is rg and con4atiug all quantities and is —ions; selecting f d ication of conshuction; coordinating his wai with that of all other hades and safe and-fi,&Dtorymanaa IS FN!_TNFRRTN(_ ASSOC-TATFC By. HH Pt jcctNo.: 21-3101 PmjedName: Adams Ramer-FLPivice-WaOostove Iut7BI1L Projoct Fng.: Luis VERIFY ALL DWENBIONS AND CERWG CONDIT PRIOR TO APPROVAL SOME CELNG FRAMWG REQUIRED N F D BY BUILDER MAIN W D FORCE RESISTDIG SYSTE—C HYBRID WHO —ET-IMPORTANT Er crasEo 11 f 09URE CATEGORY c OCCUPANCY cATE00RY II This Drawing Must Be Approved And sYn"Loml xmm oR Returned Before Fabrication Will TRUSStl NAVE 9E I Dtl N® FOR A WD PSF BOTTOM CHORD WE LOAD xoxeoxcuRaEt xr.—uVE Lo— Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL: 07 PSF . TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL- 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSC1-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. 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 Wail, 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: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend Bottom of BM at 10 10 CEILING ;/ FRAME ceiling TO 9 =8' ceiling 8'-00" TO IZ-00' KNEE WALL BUILDER: Adams Homes PROJECT: Single Family MODEL, LANAI ADDRESS: 5432 LUGO ST LOT I BLOCK: 711 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: K SANCHEZ JOB # : 2699580 DATE: 03/10/2021 1 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 RE: 2699580 MiTek USA, Inc. LOT 7/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Project Name: 2609580 Lot/Block: 7/1 Model: 2000 A 3CAR Address: 5432 Lugo St, . Subdivision: WATERSTONE City: FortPierce State: FL 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 57 individual, dated. 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 Nafne Date No. Seal# Truss Name Date 1 T23172424 A01 S 3/15/2021 21 T23172444 C1 C 3/15/2021 2 T23172425 A02S 3/15/2021 22 T23172445 01•P 3/15/2021 3 T23172426 A03S 3/15/2021 23 T23172446 - :CIS 3/15/2021 4 T23172427 A04S 3/15/2021 24 T23172447 C1V 3/15/2021 5 T23172428 A05S 3/15/2021 25 T23172448 C3 3/15/2021 6 T23172429 A06S 3/15/2021 26 T23172449 C3P 3/15/2021 7 T23172430 A07 3/15/2021 27 T23172450 C3S 3/15/2021 8 T23172431 A09 3/15/2021 28 T28172451: C3V 3/15/2021 9 T23172432 A10 3/15/2021. 29 T23.172452' C5 3/15/2021 . 10 T23172433 All 3/15/2021 30 T23172453 C5P 3/15/2021 11 T23172434 Al2 31/15/2021 31 T23172454 C5S 3/15/2621 12 T23172435 A13 3/15/2021 32 T23172455 C5V ' 3/15/2021 13 T23172436 A14 3/15/2021 33 T23172456 D01 3/15/2021 14 T23172437 A15 3/15/2021 34 T23172457 D02 3/15/2021 15 T23172438 A16 3/15/2021 35 T2317245I3 - D03A 3/15/202.1 16 T23172439 B01 3/15/2021 36 T23172459 E2A 3/16/2021 17 T23172440 B02 3/15/2021 37 T23172460 E5 3/15/2021 18 T23172441 B04 3/15/2021 38 T23172461. E7 3/15/2021 19 T23172442 Cl 3/15/2021 39 T23172462 E7P 3/15/2021 20 T23172443 C1B 3/15/2021 40 T23172463 E7V 3/15/2021 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). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design,codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs.. MiTek has not independently verified the applicability of the design parameters or the'designs for any particular building. Before use, -the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 2 Finn, March 15, 2021 J ` MiTek USA, Inc.6904 RE: 2699580 -LOT 7/1 WATERSTONE Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2699580 Lot/Block: 7/1 Subdivision: WATERSTONE Address: 5432 Lugo St, . City; County: Fort Pierce State: FL: No. Seal# Truss Name Date 41 T23172464 G01 S 3/15/2021 42 T23172465 G02S 3/15/2021 . 43 T23172466 G03S 3/15/2021, 44 T23172467 G05S 3/15/2021 45 T23172468 H2 3/15/2021 46 T23172469 H5 8/15/2021 47 T23172470 H7 3/15/2021 48 T23172471 H7P 3/15/2021 49 T23172472 1-17V 3/15/2021 50 T23172473 K01 3/15/2021 51 T23172474 K02 3/15/2021 52 T23172475 1-01 3/15/2021 53 T23172476 L02 3/15/2021 54 T23172477 Vol 3/15/2021 55 T23172478 V02 3/15/2021 56 T23172479 VO4. 3/15/2021 57 T23172480 V05 3/15/2021 2 of 2 JOD I truss I Iruss Iype" uty I my I LU I f/1. VVA I LKJ I UN 699580 A01 S Roof Special 1 T23172424 2 4 ' Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City; FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:08:59 2021 Page 1 I D:hKY1 ep9Fi DwfFyJCybTuLLyv927-vK2S7SoFeYWx?Kt9rgzAjfS7M90jLNyUVgaHU6zc11 Y -1-4-0 6-5-7 8-6-0 12-2-13 15-9-it 19-4-8 22-3-1 25-5-7 28-10-0 33-5-12 3 1 -4 38-8-0 1-4-0 3-6-133-6-13 2-10-9 3-2-6 3-4-9 4-7-12 0-5-8 12 Scale =1:70.7 5x8 = 7x10 = 10 4x6 = 4 4x6 :::� 3.00 12 4x6 = 7x10 = 5 6 5x8 = 6x8 = 6x8 = 6x8 = 7 8 9 19 18 17 4x6 = 6x8 = 16 15 14 5x8 = 5x8 = 2x4 II 13 2x4 I I 4x6 = LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc)l I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 1.17 19 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.43 19 >324 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr . YES WB 0.87 Horz(CT) 0.49 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 492 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-9: 2x6 SP No.2, 9-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 10-0-0 oc bracing: 18-20 20-23: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-20: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 12=-799(LC 12), 2=-918(LC 12) Max Grav 12=1437(LC 1), 2=1511(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4957/3088, 3-4=-8182/5056, 4-5=-10189/6206, 5-6=-11519/6926, 6-7=-11521/6928, 7-8=-11285/6779, 8-9=-4365/2791, 9-10=-2471/1680, 10-11=-2512/1649, 11-12=-2926/1862 BOT CHORD 2-24=-2770/4502, 23-24=-2755/4503, 22-23=4894/8295, 21-22=-5973/10189, 20-21=-7749/13253, 18-20=-183/374, 7-20=-507/991, 17-18=-689/1161, 16-17=-2335/3918, 14-16=-2337/3915, 13-14=-1589/2594, 12-13=-1589/2594 WEBS 3-23=-2591/4315, 8-20=-440577574, 4-22=-1134/1992, 5-22=-602/428, 5-21=-778/1393, 6-21=-300/260, 7-21=-1781/1062,.4-23=-884/613, 8-17=3979/2365, 17-20=-2660/4547, 9-17=-346/674, 10-14=-1181/1934, 9-14=-2366/1543, 11-14=-508/416 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 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 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 plymponnections 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=6.Opsf; h=25ft; 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 6-5-7, Exterior(2R) 6-5-7 to 10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load ncnconcurrent with any other live.loads. Continued on page 2 ® WARNING -Verify design parameters and READ. NOTES .ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No. 2283.9 *� V. ..-�;Cc SWO F i :r INaHeY P Flnn PE IVo.22889: MiTek.IJ Ak Inc. FLCett6639 AM PNIkeEast;Blvd:,TWAK33610 Dater March 11,20, MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ion I russ I russ I ype ury Fly LU I //I WA I tKj I UNt T23172424 2699580 A01S Roof Special 1 2 ' L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb'12 2021 MiTek Industries, Inc. Thu Mar 11 10:08:59 2021 Page 2 ID:hKY1 epgFiDwfFyJCybTuLLyv92?-vK2S7SoFeYWx?Kt9rgzAjfS7M9OjLNyUVgaHU6zc11Y NOTES- 9) ' This truss has been designed for 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 ar.W other members. 10) Refer to girder(s) for truss to truss connections. 11) 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=799, 2=918. 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A ® WARNING - Verify design parameters and READ NOTES ON'THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 buss web and/or chord members only. Additional temporary and permanent bracing Mi?ek• 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?Plf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I runs truss I ype Uty Fly LU I III VVA I LKJ 1 UNL T23172425 2699580 A02S Roof Special 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 10:09:00 2021 Page 1 ID:hKY1 ep9FiDwIFyJCybTuLLyv92?-NWcgKoptPreodUSLPOUPFt?D—Zj?4oKekJKglZzcl IX 1-4-0 6-11-13 85-7 1110-15 19<16 234-15 27.5-7 8-10- 33-5-12 3 -3 38.8-0 1-0-0 6-11-13 5-10 5-5 55-8 4-0-8 4-0-B 14-9 4-7-12 -9- 4A-11 R Scale=1:71.0 5x6 = 6.00 12 2x4 \\ 4 3 1.5x8 STP = 28 27 2. 2 r� 1 6x12 tI 3x4 = 29 30 5 5x6 = 4x6 = 5x6 = 5x6 9 6 731 32 8 �\ 17 16 15 14 13 12 5x8 3.00 12 2x4 ll 5x12 = 4x6 = 5x8 = 2x4 ll 3x6 = is a u 13-10-15 19A 6 19 -8 23-0-15 27-5-7 8-10 34-3-5 38-8-0 8-8-0 5-2-15 5-5-8 0 -2 4-0-7 4-0-8 14-9 5-5-5 4V,1. Plate Offsets (X,Y)— [2:0-2-7,Edge],[4-.0-3-0 0-2-01[7:0-2-0 0-3-0] [11:0-2-12 0-1-81[18.0-10-12 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 1.12 18-19 >415 240 MT20 • . 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.38 18-19 >335 180 MT20HS 187/143 BCLL 0.0 .Rep Stress Incr YES WI3 0.99 Horz(CT) 0.59 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 206 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. Except: 2-20,18-20: 2x4 SP No. 1, 6-16: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* 7-18,15-18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Hors 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-920,(LC 12) Max Grav 11=1433(LC 1.), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4708/2960, 3-4=-4525/2848, 4-5=-4223/2675, 5-6=-5648/3580, 6-7=-5982/3740, 7-8=-3113/2095, 8-9=-2373/1667, 9-10=-2473/1632, 10-11=-2870/1842 BOT CHORD 2-20=-2622/4242, 19-20=-3267/5648, 18-19=3487/6093, 13-15=1538/2660, 12-13=-1580/2531,11-12=-1580/2531 WEBS 3-20=-157/330, 4-20=-1098/1786, 5-20=-1554/987, 5-19=-40/367, 6-19=-522/263, -2051, 15-18=-1975/3466, 8-15=-365f724, 9-13=-1112/1840, 11631/ 20, -1 = 111 8 13= 3/ 97 ,,,�j�1118t NOTES-P��ER eery y ., •� 1) Unbalanced roof live loads have been considered for this design. � .._ F '.• �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) C-C Extedor(2E) ;• No _22839 and -1-4=0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and ;. forces 8 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 yte use of this truss component. 4) Provide adequate drainage to waterponding. i (v prevent 5) All Q?.• �� plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed fora live load 20.Opsf ,I�S •.;� of on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom �I chord and any other members. ���>�1111111��, 8) Refer to girder(s) for truss to truss connections. 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify WalterP,.,Finn PE:No22839: capacity of bearing surface. ,MITek USA, in6. FL Cetf6639 . 10) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 100 lb uplift at joint(s) except (jt=lb) 6909 Parke Eest`BNd TamjiaFL 33610 11=802, 2=920. Date: Continued on page 2 March 11,20, ®WARNING - Verify design parameters and REAO.NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 5/19/2020 rev. 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 to M7ek' stability and prevent collapse with possible personal injury and properly damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf 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 I JOD I mSS I cuss type Ury t'ly LU 1 //1 WA I LHb I UNt T23172425 OUMMU A02S Roof Special 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 10:09:00 2021 Page 2 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-NWcgKoptPreodUSLPOUPFt?D Zj?4oKekJKglZzcl1X NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bpttom chord. IF ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building compdrient, not • a truss system. Before'use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and 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 JOO- I N55 2699580 A03S truss type Hip Uty I my I LU I fill VVA I tKb I UNt 1 I 1 T23172426 Builders FirstSource (Plant City, FL), Hiant city, I-L - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:01 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-ri9CYBgWA9mfEe1Yy5?ed4YOwz4opKPnzz3NZ?zc11W 1 4-0 7.3-3 8-8-0 105-7 14-10-13 23-9-6 28-2-9 32-4-15 38 8-0 1 4-0 7�-3 -0-13 1-9-7 4_5 6 B-10-9 45-3 4=2-7 6 3-1 r Scale = 1:68.4 5x6 = 5x6 = 4 27 28 ' 5 29 2x4 I l 3x6 = 5x6 = 6 30 7 31 8 v 15 14 ' 12 11 5x8 3.00 12 46 11 3x6 = 2x4 Ill 3x6 = 5x12 = 1-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97. Vert(LL) 0.73 16-17 >634 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 16-17 >456 180 . BCLL 0.0 * Rep Stress Incr YES WB 0.68 . Horz(CT) 0.46 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 208lb 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. Except: 2-18,16-18: 2x4 SP No. 1, 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 12-16, 7-12 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Hari 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4-5=-3411/2149, 5-6=-4259/2661, 6-7=-4197/2648, 7-8=-2136/1484, 8-9=-2377/1568, 9-10=-2759/1735 BOT CHORD 2-18=-2533/4236, 17-18=-1787/3381, 16-17=2222/3988, 11-12=1433/2425, 10-11=-1433/2425 WEBS 3-18=-246/354, 4-17=-3091724, 5-17=-820/581, 5-16=-108/427, 12-16=-1716/3000, 7-16=-765/1490, 7-12=-1483/952, B-12=-473/832, 9-12=-495/424,4-18=-884/1316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 10-5-7, Exterior(2R) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 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) Rq er 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) 10=802,2=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. \1GENs `� • 4S' •► Imo: No 22839 ' :� L)9�"00 F .O w: 4is� N A E �`%* Waiterp Finn .:No.2Y839. ,MiTek USA, Inc. FL Cerf 6634 '6904 Parkti East 8hrd: Tarnpa FL 33610 March 11,20, ® WARNING -verify design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use,only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I runs 2699580 A04S Iruss Iype Hip Ury I HIy I LU I ill WA I tKJ I UNt T23172427 Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:03 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv927-n5HyypnnimONUxBw4W16tVdlhmpuHCD4QHYUdtzc1l U 1 4-0 7-3-3 8 8-0 12-5-7 19-0-0 26-2-9 30-0-0 1 4-1 38 8-0 1-4-0 7-3-3 -4-13 3-9-7 6-10-9 6-10-9 3-9-7 1�-13 7-3-3 i Scale=1:68.0 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 5x8 3x8 i 3.00 12 i I 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/ldefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 211lb 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. Except: 2-14,8-9: 2x4 SP M 31 4-10-0 oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE - Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4710/2944, 3-4=-4469/2851, 4-5=-2874/1933, 5-6=-2877/1920, 6-7=-4487/2841, 7-8=-4729/2936 BOT CHORD . 2-14=-2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11=-1776/3290, 9-1 0=-1 504/2863, 8-9=-2565/4268 WEBS 3-14=-304/400, 4-13=-144/490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-10=-134/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=-1076/1673 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=6.Opsf; h=25ft; 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 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Exterior(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 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 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Rader to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=804, 2=922. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly. to the bottom chord. iWill '��111111l�`' WiltbrR Finn FE;No.22839. MITek USA, Inc. FL Cert 6634 590d Parke East Blud im—i litFL2300 late: March 11,20. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 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 MiT'1ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I Iruss I Iruss type 2699580 I A05S I Hip Uty I Fly I LU I ill VVA I tKb I UNI= T23172428 s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:04 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-GHrLA9sOT48E55m7eDYLQjAvnA6bOkBDfxl2AKzc11T 144 4-6-11 B-8-0 14-5-7 194-0 2%9 30-0-0 34-1-5 3%8-0 1 4-0 4E-11 4-1=5 5-9-7 4-10-9 4-10-9 5-9-7 4-15 4 6-11' Scale = 1:69.3 6.00 12 5x6 = 3x4 = 5x6 30 6 31 327 5x8 5x8 3.00 r12 , 8-8-0 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 1.00 BC 0.93 WB 0.48 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.69 14-15 >675 240 -1.15 12-14 >402 180 0.59 10 n/a n/a PLATES MT20 MT20HS Weight: 223Ito GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling direcfly applied. Except: BOT CHORD 2x4 SP M 31 'Except* 4-9-0 oc'bracing: 10-11 13-15,11-13: 2x4 SP No.1, 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 8-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1736(LC 17), 10=1666(LC 18) L FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5540/2966, 3-4=-5388/2826, 4-5=-3237/1827, 5-6=-2892/1734, 6-7=-2803/1721, 7-8=-3139/1821,8-9=-5183/2815,9-10=-5362/3020 BOT CHORD 2-15=-2614/5237, 14-1 5=-2303/4857,12-14=71381/3005, 11-12=-2285/4457, 10-11=-2646/4849 WEBS 4-15=-532/1425, 4-14=-2055/1154, 5-14=510/1158, 6-14=-338/240, 6-12=-337/243, 7-12=-510/1162, 8-12=-1958/1158, 8-11=-551/1341, 9-11=-143/276 NOTES- 1) Unbalanced roof live loads have been for �� v •' E iN ' ' S� •. considered this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 14-5-7, Exterior(2R) `�� •� �j�_ .' .. NQ 22839 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 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' '(r to the use of this truss component. Provide adequate drainage to prevent water i• •eO ° .4) •(V ponding. 5) All are MT20 unless otherwise indicated. T plates plates 6) All are 2x4 MT20 indicated. . ' •. O.• p X plates unless otherwise om chord live load nonconcurrent with any other e loads. TWs truss has been lmbeen rectangle ��s �0 •.!._`G, �©NA 8) r a load the chord f all areas where al 3-6-0 tall by 2-0-0 wide his truss the tchord = ' , 0 botto7) will fit between and any other inembers,n with BCDL 10. ii 9) Refer to girder(s) for truss to truss connections. Wafter ., Finn PE'No.22839. 10) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MTek USA, Inc; Cejf6634 capacity of bearing surface. 690 Farke East,B(vdJiM' a FLi 33610 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Dater Cont <1r "§042 March 11,20, ® WARNING - Verity design parameters and READ NOTES ON'THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 MITe'C• 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 taus systems, see ANSIITP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOO I fuss I fuss I ype Uty Fly LV I M WH I tKJ I UNt T23172428 2699580 A05S Hip 1 1 ' 0 Job Reference (opt Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:04 2021 Page 2 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-GHrLA9sOT48E55m7eDYLQjAvnA6bOkBDfxl2AKzc11T NOTES- 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the L)pttom chord. A WARNING -Verify design parameters and READ NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 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 MiTlek� . 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 ANSII'TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I cuss 2699580 A06S I fuss Iype Hip Ury I I-ly I LU 1 M VVH I LKJ I UNE T23172429 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:05 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-kTPjNVtOEOG5jFLJBx3aywi4_aRII6gNubl bimzcl l S 1 4-0 7-3-3 8-8-0 16-5-7- 22-2-9 30-0-0 1-4-1 38-8-0 1-4-0 7-3-3 4-13 7-9-7 5-9-2 7-9-7 -4-13 7-3-3 r. Scale = 1:69.9 0 5x6 6x8 = 6.00 F12 5 6 5x8 5x8 3.00 12 4 9 °7 N Io. - -i crt-e .7-9-7 5-9-2 au-u-u 38-8-0 - 7-9-7 : 8-8-0 Plate Offsets (X,Y)— [2:0-2-7,Edge], [4:0-3-4 Edge] [5:0-3-8 0-2-4] [6.0-5-4 0-2-0] [7'0-3-4 Ed e] [9.0-2-7 Edge] [10:0-4-0 Edge] [II12'0 3 8 Edge] [13.0-4 0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOU 1.25 TC 0.97 Vert(LL) 0.73 10-11 >635 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 10-11 >471 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC202OtTO12014 Matrix -AS Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 2-2-0 oc bracing: 9-10 14-15: 2x4.SP No.2 WEBS 1 Row at,midpt 4-12, 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Harz 2=.360(LC 11) _ Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD .2-3=-4690/2882, 3-4=-4548/2895, 4-5=-2525/1658, 5-6=-2194/1617, 6-7=-2533/1652, 7-8=-4565/2883,8-9=-4713/2897 BOT CHORD 2-13=-2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=2435/4177, 9-10=-2509/4249 WEBS 4-13=-481/1155, 4-12=2226/1450, 5-12=342/728, 6-12=-271/276, 6-11=-332/730, 7-11=-2084/1441, 7-10=-561/1113 .iti�Illihir. 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=6.Opsf; h=25ft; 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 16-5-7, Exterior(2E) 16-5-7 to 22-2-9, Exterior(2R) 22-2-9 to 27-10-7, 1nterior(1) 27-10-7 to 38-8-0 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) Pn1vide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wili fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=922, 9=804. 11) This truss design requires that a minimum of 7/16 structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `��� �•��G NS�ti No .22-839 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED,MITEK REFERENCE PAGE Mll-7473 rev. 5/19I2020 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, hot• 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 Mi�ek• 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 BCS/ Building Component 6904 Parke East Blvd. Sateiy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 0 March 11,20: JOD I fuss I russ I ype Ury Fly LU 1 1/1 WN It KtS I UNt T23172430 2699580 A07 Hip 1 1 l _Inh Gnfnronro /nnfinnoll Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:07 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gsXToBvGI?XoyZUiJM621 LnRUN7mDOAgLv,Winfzcl1 Q 1 4-0 7-3-3 8.8-0 13-1-12 18-5-7 20-2-9 25-6-5 30-0-0 1-4-1 38-8-0 0-0- 1=4-0 7-3-3 -4-13 4-5-12 'S-3-12 1-9-2 5-3-12 4-5-12 =4-13 7-3-3 1-4-0 r., 6.00 12 5x8 :::: 3.00 12 5x6 = 5x6 = 3x4 = 8-8-0 , 18-5-7 , 20-2-9 5x8 ZZ Scale = 1:71.5 v 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 0.90 BC 0.90 WB 0.79 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (L) I/deft Ud 0.75 15-17 >619 240 -1.15 15-17 >404 180 0.60. 11 n/a n/a PLATES, GRIP MT20 244/190 MT20HS 187/143 Weight: 203lb FT=20% LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except BOT CHORD Rigid ceiling directly applied. 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-15, 8-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS.' (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-408(LC 10) Max Uplift 2=-920(LC 12). 11=-920(LC 12) Max Grav 2=1503(LC 1). 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4716/2698, 3-4=-4518/2625, 4-5=-4541/2689, 5-6=-2208/1449, 6-7=-1924/1372, 7-8=-2208/1439, 8-9=-4537/2717, 9-10=-4515/2655, 10-11=-4714/2727 BOT CHORD 2-17=-2274/4451, 15-17=-1302/2727, 14-15=730/1924, 13-14=-1348/2682, 11-13=-2334/4252 WEBS 3-17=-185/276, 5-17=-102312083, 5-15=-1137/814, 6-15=-448/786, 7-14=-447/783, 8-14=-1068/821, 8-13=-1037/1943, 10-13=-206/275 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=6.Opsf; h=25ft; 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 18-5-7, Exterior(2E) 18-5-7 to 20-2-9, Exterior(2R) 20-2-9 to 25-10-7, Interior(1) 25-10-7 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) Alrplates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Baaring atjoint(s) 2, 11 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) 2=920,11=920. 10) This truss design requires that a minimum of 7/16" stfuctural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® 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 applicabilily.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 . MiTG IC• 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 ANSIITPl1 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 133610 March 11,20: JOD I Russ I russ type ury My LU I r/1 VVH I tKJ 1 UNt T23172431 2699580 A09 Roof Special 9 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 10:09:08 2021 Page 1 ID:6gPl0H2OVeg1 Nkl sxoNemzyuULB-824rOXvvWJffai3ut3dHaZKf?nTPyT4paZGFJ5zc11 P r1-4-0, 6-1-14 8 8-0 , 13-1-12 19A-0 25 6-4 30-0-0 32-0-2 , 38 8-0 pO-0-Q 1-0_0 6-1-14 28-2 ' 4-5-12 6-24 6-2A 4.5-12 2-0-2 6-1-14 1-0-0 M Scale = 1:73.0 6 6.00 12 5xB � 3.00 12 5x8 ZZ 3X8 MT20HS \\ 3x8 MT20HS // o-o-u ioa-r 2 —4 30-0-0 38-8-0 8 8-0 7-7-7 .6-1-2 77-7 8-8-0 Plate Offsets (X,Y)— [2:0-2-7,Edoe], [2:0-1-15,1-2-15][3:0-3-0 0-3-01 [9:0-3-0 0-3-0] [10:0-1-15 1-2-15] [10:0-2-7 Edge] [12:0-6-0 0-3-41 r16.0-6-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.68 12-13 >679 240 MT20 -244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.04 15-16 >447 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr . YES WB 0.81 Horz(CT) 0.60 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 204 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. 2-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1722(LC 17), 10=1723(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=5622/2754, 3-4=-5408/2617, 4-5=-5444/2742, 5-6=-2849/1664, 6-7=-2785/1657, 7-8=-5124/2728, 8-9=-5091/2615, 9-10=-5318/2762 BOT CHORD 2-16=-2341/5438, 15-16=-1322/3351, 13-15=688/2179, 12-13=-1347/2978, 10-12=-2373/4834 WEBS 6-13=-605/1299, 7-13=-1127/776, 7-12=-1056/2300, 6-15=-602/1358, 5-15=-1193/771, 5-16=-1065/2498 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,�{II111III��� ,��� 'DER P ti.��j'e. . ` �, ., P 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat ��, �1 • GCE N by ��, SF 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 19 4-0, Exterior(2R);A �\ ' •, t�'. 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 •' NO 22839' •• �' 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) ThTs truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed � 0 F � 71/ •�(/41* 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 • Q... will fit between the bottom chord and any other members, with BCDL = 10.Opsf. % .• . _ ��' Q' 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,���s < 6 R 1 �G!_`�� 8) Provide ,IQNA` mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uprtft at joint(s) except (jt=lb) . ���� 2 j111111���, 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum -Walter R FInn PE No.22839: sheetrock be applied directly to the bottom chord. MlTekdSA.1 FL:Cett6634 6904 Parke Ekt 1vd:,Tampa'F,L 33610 Date: March 11,20, ® 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 MTeke 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 JOD 1 Russ truss type - uty Fly LU I ill WA I tKJ I UNt T23172432 2699580 A10 ROOF SPECIAL 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 10:09:09 2021 Page 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-cFeEDtwXHcn WCse4Qn8W7mtrg BphhwLzpD?prXzc110 19-8-0 1-4-0 6-1-14 8-B-0 13-1-12 19-0-0 19 - 22-4-9 25-6-4 30-0.0 32-6-2 38-8-0 0.0-0 1-4-0 6-1-14 25-2 4-5-12 5-10-4 0-0- 2-8-9 3-1-11 4-5-12 2-6-2 6-1-14 1-0-0 0-4-0 Scale = 1:78.2 6x12 MT20HS = 6.00 12 5x8 :::: 3.00 12, 5x8 3xB MT20HS \1 3x8 MT20HS // 1 8-8-0 16-3-7 �18-0-01 22-4-9 30-0-0 38-8-0 ' 8-8-0 ' . 7-7-7 1-8-9 4-4-9 7-7-7 ' B-8-0 Plate Offsets (X,Y)— [2:0-1-15 1-2-15] [2:0-2-7 Edge] [4i0-3-0 0-3-0] [8:0-3-0 0-3-0] [10:0-1-15 1-2-15] [10.0-2-7 Ed e] [12.0-6-0 0-3-4] [16.0-6-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.67 Vert(LL) 0.63 12-13 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.97 15-16 >478 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.57 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1723(LC 17), 10=1723(1_C 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5622/2755, 3-4=-5419/2622, 4-5=-5446/2735, 5-6=-2852/1663, 6-7=-2787/1656, 7-8=-5129/2726,8-9=-5104/2623,9-10=-5321/2765 BOT CHORD 2-16=-2342/5436, 15-16=-1321/3348, 13-15=704/2200, 12-13=-1348/2977, 10-12=-2376/4838 WEBS 6-13=-589/1274, 7-13=1098f756, 7-12=-1052/2299, 6-15=-585/1331, 5-15=-1162f752, 5-16=-1058/2496 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. ,� • E N S 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. • V F •• ��: 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 19-4-0, Exterior(2R) `� • No 19-4-0 tD 23-4-0, Interior(1) 23-4-0 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) Airplates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10;0 bottom live load i9 OF F �i •�(/;� psf chord nonconcurrent with any other live loads. * ♦ Q. •• • 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 A* .. Q', • �� �' 0 will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) B%aring at joints) 2, 10 to •R X �I SOVA,•• considers parallel grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing �\ :: ��� �; capacity of 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=920, 10=920. Walter A. Finn ,P.ENo22839 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum .MiTek USA, InC: FL;Cejt i . . sheetrock be applied directly to the bottom chord. 6909 Paine East 8N'&, a[hA,K, 33610 Date: March 11,20, A WARNING - Verity 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 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 11 A �7e l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� - 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Qualify 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 Jon I Russ I cuss type 2699580 IAll Hip Truss � P Ury Imy I LUI //'I WAI tKJI UNt T23172433 Y1 0 irst5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:10' 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-4RCcQDx92wvNpODG_Uflf PyvbAbQNV61tIMNzzcl1N r14-0, 8-8-0 17-0-0 218-0 30-0-0 38-8-0 AO-0-q '1�-0' 8-8-0 8�-0 4-8-0 84-0 8-8-0 1-4-0 5x8 = 6.00 12 5x8 = 5x8 � 3.00 12 5x8 21-8-0 , 30-0-0 38-8-0 Scale =1:71.5 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 0.96 BC 0.89 WB 0.81 Matrix -AS DEFL. in (loc) I/deft Lid Vert(LL) 0.67 12-13 >688 240 Vert(CT) -0.99 12-13 >471 180 Horz(CT) 0.60 7 n/a n/a PLATES MT20 MT20HS Weight: 192 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly. applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-12, 6-10 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 10) Max Uplift 2=-920(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) FORCES. (lb) -Max. Comp.%Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4702/2750, 3-4=-2447/1561, 4-5=-2115/1531, 5-6=-2439/1563, 6-7=-4702/2780 BOT CHORD 2-13=-2312/4382, 12-13=-2173/4078, 10-12=905/2113, 9-10=-2230/3944, 7-9=-2373/4237 WEBS 3-13=-448/1204, 3-12=2102/1348, 4-12=-333/764, 4-10=-260/267, 5-10=-350/715, 6-10=-1964/1367, 6-9=-461/1161 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=6.Opsf; h=25ft; 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 17-0-0, Exterior(2E) 17-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 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) All plates are MT20 plates unless otherwise indicated. 6) Th'ts truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 7 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). 2=920, 7=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. % . :22830 C March 11,20, -- ® WARNING -Verify design parameters and RFJID:NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 _M�Tpi'iC• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 11 2166110 JOo Ifuss Iuss Iype 2699580 �Al2 Hip Truss Uty I Fly I LU I //1 VVA I tKJ I UNt 1 q 1 T23172434 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 10:09:12 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-1gKMruyPaX953KNf5vhDkPVH10s3uLLPVBETSszc11L 1 4-0 7 3-3 8 8-0 15-0-0 23-8-0 30-0-0 1.4-1 38-8-0 0-0- 1-4-0 7-3-3 4-14 6-4-0 8-8-0 6�t-0 4-14 7-3-3 1-4-0 Scale = 1:71.5 5x6 = • 6.00 12 3x4 = 5x6 = 5 256 26 7 27 5x6 i 5x6 2x4 \\ 4 24 8 2x4 // `7 3 9 N 23 28 1.5x8 STP = i 2 16 15 29 14 30 13 12 IN 1 6x12 MT20HS = 3x8 = 3x8 MT20HS = 3x8 = = 6x12 MT20HS = 10 0 5x8 :::- 3.00 12 I 5x8 8-8-0 15-0-0 23-8-0 30-0-0 38-8-0 8-8-0 6�-0 - 8-8-0 6-4-0 8-8-0 Plate Offsets (X,Y)- 12:0-2-7 Edge] [4:073-0 0-3-0] [5:0-3-0 0-2-0] [7:0-4-0 0-2-8] [8.0-3-0 0-3-0] [10.0-2-7 Ed e] [12.0-5-12 0-3-0] [16:0-5-12 0 3 01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.67 12-13 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -1.08 13-15 >432 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.61 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 197 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied. 14-16,12-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-15. 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1734(LC 17), 10=1734(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5543/2805, 3-4=-5388/2778, 4-5=-3176/1752, 5-6=-2777/1655, 6-7=-2686/1672, 7-8=-3024/1744, 8-9=-5139/2808, 9-10=-5299/2836 BOT CHORD 2-16=-2373/5262, 15-16=-2178/4950, 13-15=-1205/2899, 12-13=2234/4475, 10-12=-2434/4780 WEBS 4-16=-575/1499, 4-15=-2167/1162, 5-15=-476/1113, 7-13=-417/1089, 8-13=-2072/1187, 8-12=-579/1408, 6-15==318/221, 6-13=-282/197 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=6.Opsf; h=25ft; 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 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 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) Alf plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing atjoint(s) 2, 10 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) 2=920, 10-920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be -applied directly to the bottom chord. 0 March 11,20, ® WARNING -verify design parameters and READ. NOTES ON THIS AND INCLUDED MITE( 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 NOW 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?P/f 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 JOD 2699580 I russ truss type A13 Hip Truss Lily I F'ly I LU 1 1/1 VVHI tKJ 1 UNC T23172435 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 10:09:14 2021 Page 1 I D:20VQZHIn97x9G5M9NmJaIQz3Stx-zCS7Ga_f69Ppl dX2DKkhgpadXCVxM9 WiyVjaWlzcl l J 1 4-0 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 0-0 1-4-0 8-8-0 4-4-0 6-4-0 6-4-0 UO 8-8-0 1-4-0 Scale=1:71.5 6.00 12 5x6 = 4 22 2x4 11 5x6 = 29 5. 24 25 6 5x8 ::: 3.00 12 i - 5x8 30-0-0 i 38-8-0 10-8-0 B-B-n 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 0.92 BC 0.99 WB 0.94 Matrix -AS DEFL. in (loc) I I/deft . Ud Vert(LL) 0.71 11-13 >650 240 Vert(CT) -1.15 11-13 >404 180 Horz(CT) 0.58 8 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 12-13: 2x4 SP No.2 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=,-295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1). 8=1503(LC 1) 7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4679/2740, 3-4=-4601/2963, 4-5=-3124/2021, 5-6=-3124/2021, 6-7=-4598/2993, 7-8=4676/2771 BOT CHORD 2-13=-2299/4258, 11-13=-1343/2692, 10-11=-1370/2691, 8-10=-2359/4213 WEBS 3-13=-360/488, 4-13=-1281/2130, 4-11=-252/683, 5-11=-372/410, 6-11=-252/684, 6-10=-1299/2000,7-10=-367/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,���11111111L�I 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; ,♦♦ �1 ••. �'�-� N S+ ••.��/ ��� ' MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) ♦ V . F •; 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 26-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members " No and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '22839 3) Building Designer / Project engineer responsible for verifying applied roof live lead shown covers rain loading requirements specific,. to the use of this truss component. .. �. 4) Provide adequate drainage to prevent water ponding. 5) Alrplates are MT20 plates unless otherwiseindicated. 6) This truss has been designed ' " O F 40 :• fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. . Q. ,• E(j f 7) This truss has been designed for a live load of 20.Opsf on the, bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • �: ♦� will fit between the bottom chord and any othermembers. �js • R �:•`Gi�`♦♦ 8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing •� • �� Q ` capacity of surface.I ,,,�� •• 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at--lb)11 2=920, 8=920. WafterP:. F1nn PE No.22839: 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek.6SA 'Inii FL' Cert6634 sheetrock be applied directly to the bottom chord. 6904 Parka East,6lVd:.TdrnWK,33610 Date: March 11,20, A WARNING - Verify design parameters and READ: NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 5/1912020 BEFORE USE. rev. 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 bracingMI is always for required stability and to prevent collapse with possible personal injury -and property damage. For general guidance regarding the . - lT®k• . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f 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. TamQa, FL 36610 JOD I fuss I Russ I ype Uly Fly LU I i/1. VVA I tKJ I UNt T23172436 2699580 A14 Hip Truss 1 1 i r 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 10:09:15 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-RPOVUw?ItSXgwn6Enl FwMl7ohcsw5etrB9S73Bzc111 1 4-0 8-8-0 11-0-0 19A-0 27 8-0 30-0-0 38-8-0 0-0- 1 4-0 8-8-0 2- 8-4-0 8_4% 2.4% 8-8-0 1-4-0 r Scale =1:70.2 6.00 12 2x4 I I 3 21 20 1.5x8 STP = 2 13 1 6x12 M o - 5x6 = 5xB = 4 22 23 5 24 25 . 5x6 = 6 2x4 I 7 27 - 1.5x8 STP = 5x8 : 3.00 12 5x8 8-8-0 19-4-0 - 30-0-0 38-8-0 8 8-0 10-8-0 10-8-0 8-8-0 Plate Offsets (X,Y)— r2:0-2-7 Edge] [4:0-3-8 0-2-4] [5:0-4-0 0-3-0] [6:0-3-8 0-2-41 f8:0-2.7 Edge] [10.0-6-4 0-3-0] [13.0 6-4 0 3 0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.76 11 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.18 11-13 >394 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 177lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* 12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31 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 BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4668/2712, 3-4=-4567/2968, 4-5=-4042/2516, 5-6=-4042/2516, 6-7=-4562/2997, 7-8=-4663/2743 BOT CHORD 2-13==2268/4204, 11-13=-1641/3170, '10-11=1657/3169, 8-10=-2328/4199 WEBS 3-13=-317/493, 4-13=-1116/1776, 4-11=-504/1101, 5-11=-494/530, 6-11=-503/1103, 6-10=-1129/1681, 7-10=-327/490 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=6.Opsf; h=25ft; 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 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 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) All plates are MT20 plates unless otherwise indicated. 6) TRis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf 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. 8) Bearing atjoint(s) 2, 8 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) 2=920, 8=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ro 0 A tv I N 0 ��,pJ•.ER ,P,F/ y�� :� No 22839 • March 11,20, ® 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 oriiy 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 bracingMITL'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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD 1 fuss 1 russ type A15 Hip Truss illy I I-ly I LU I i/1 VVA 1 tKJ I UNt 1 .1 T23172437 Job Reference (optional) ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:17 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-Nn7FucOYP4nO95FduSHORSCASPYJZZpeeTxE73zcl l G 1 4-0 6-2-7 9-0-0 15-10-11 22-9-5 29-8-0 325-9 38 8-0 0-0- 111-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 2=9-9 6-2-7 1 4-0 6x12 MT20HS = 46 — 6.00 FIT 4 26 27 5 28 3x4 i 3 e2425 1.Sx8 STP 16 15 " 1 2 17 8x10 = 14 o 2x4 II 7.10 V 4x6 = 3x8 3.00. 12 8-8-0 0 7x10 = 6 29 30 6x12 MT20HS = 31 7 Scale = 1:70.2 0 32 33 1.5x8 STP = 0 0 g 10 Id N 0 3x8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 11.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 220lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-16,9-12: 2x4 SP M 31 WEBS 2x4 SP No:3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1). 9=1503(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372, 7-8=-4575/2746,8-9=-4653/2788 BOT CHORD 2-17=-2340/4185, 16-17=-2357/4223, 15-16=2061/3939, 13-15=-3060/5607, 12-13=2080/3939, 11-12=2415/4223, 9-11=2397/4185 WEBS 4-16=-628/1192, 4-15=-1061/1874, 5-15=462/436, 6-13=-422/445, 7-13=-1051/1871, .7-12=-642/1182 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=6.Opsf; h=25ft; 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 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 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 tc 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 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss_has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 at joint(s) except Qt=lb) 2=920, 9=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® 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 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 :MITe IC• . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke EaBlvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD st 20601 Tampa, rk 36610st March 11,20. JOD IIruss IIruss Iype my I I-ly I LU 1 1/1 WA I thb I UNt T23172438 80 IA16 HipTruss1 � Job Reference (optional) ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021. MiTek Industries, Inc. Thu Mar 11 10:09:18 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-r hd6ylAANvFnFgpSAod_fiLTptG13EHt7hnfwzcllF 1 4-0 5-1-10 7-0-0 13 3-0 19 4-0 25-5-0 31 8-0 335-7 36 8-0 0-0- 1 4-10 1-7-6 6-3-0 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 1 4-0 5x6 = 5x8 = 5x6 = 5x8 = 6.00 F12 5x6 = 2x4 � 4 24 5 25 6 26 7 27 8 5x8 = 4x6 � 3.00 12 -4-8 6-1-0 : OX-IL IVI1 Luria — 2x4 38-8-0 4x6 Scale = 1:70.2 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 NO Code FBC2020/TPI2014 CSI. , TC 0.79 BC 0.97 WB 0.51 Matrix -MS DEFL. in Vert(LL) 1.54 Vert(CT) -1.59 Horz(CT) 0.70 (loc) 1/defl Ud 14 >302 240 14 >292 180 10 n/a n/a PLATES MT20 MT20HS Weight: 530lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13). 10=3590(LC 14) FORCES. (lb) -Max. Comp./Max., Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=12445/6975,.3-4=12843/7217, 4-5=12645/7110, 5-6=19330/11281, T 6-7=-19330/11261, 7-8=-12520/7110, 8-9=-12717/7217, 9-10=-12326/6975 BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625, 12-13=-9992/17625,10-12=-6225/11299 WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775, 7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950, 9-12=-551 /962 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. ♦♦��111111t��:�' ,,♦♦ ♦ Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ��, ,IV Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 17-5 2x4 - 1 row at 0-9-0 oc, member 5-16 2x4 - 1 row at 0-9-0 ♦ F •�• oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 6-14 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 - 1 row at 0-9-0 oc, member 7-18 .;� ,. 00 N q 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 - 1 row at 0-9-0 oc, member 12-9 2x4 - 1 row at 0-9-0 oc. .2283'9 ;, 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) Ugbalanced roof live loads,have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; i �' OF ((� gust) h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 00 Q.'. .0 T Q` plate grip 5) Building Designer / Project for •�� �'• '�?�,�� ,� �S •'.; R engineer responsible verifying applied roof live load shown covers rain loading requirements specific tdthe use of this truss V. ��j S "' • • �" component. 6) Provide drainage �♦ Q, �.I NAits adequate to -prevent water ponding. ����♦ 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Waft@rP. Flnn PE No.22839. 9) ' 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 ,MiTek USA, 1rtC FL'Cett'6634 . will fit between the bottom chord and any other members. 69A Parke East llfvd Temp FL 33610 10) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Date: Cont4ar4s1l;0yl9bb%@21ngsurface. March 11,20. ® 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 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 ANS11TPlf 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 JOO I cuss truss type Uty my LU I ill. VVA I tKJ I UNt T23172438 !699580 A16 Hip Truss 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 10:09:18 2021 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-r hd6ylAANvFnFgpSAod_fiLTptG13EHt7hnfvvzc11F NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=2125, 10=2125. 12) (iirder carries hip end with 7-0-0 end setback. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 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: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=42(F=-22), 12-17=42(F=-22), 12-29=42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F)29=-475(F) ® WARNING - Verify design parameters and READNOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building comporient; hot • 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 permanent bracing M�TBk� _ 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?PN 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 I russ I ype Uty Fly LU I M VVA I tKJ I UNt T23172439 2699580 B01 Hip Girder 1 1 r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:20 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-oMpOXd3Qh?9y0Y BZar534goBdhzm3zaKRAukOzcl1D 1-4-0 5-0-0 7-8-0 12.8-0 1"-'14-0 5-0-0 1 2-8-0 5-0-0 1-4-0 Scale = 1:25.0 46 = 15 46 = Iol 3x4 = 3x4 = - 5-0-0 7-8-0 12-8-0 5-0-0 2 8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 �ert(LL) 0.06 8-11 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB '0.11 Hcrz(CT) 0.02 5 n/a rile BCDL 10;0 Code FBC2020/TPI2014 Matrix -MS Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-516(LC 8), 5=-516(LC 8) Max Grav 2=836(LC 1), 5=836(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1335/657, 3-4=-11571640, 4-5=-1335/667 BOT CHORD 2-8=-487/1145, 7-8=-479/1157, 5-7=-483/1145 WEBS 3-8=0/290, 4-7=0/290 _ 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=B.Opsf; h=25ft; B=45ft; L=4011; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 at joint(s) except Qt=lb) 2=516,5=516. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at 5-0-0, and 61 lb down and 146 lb up at 6-4-0,.and 195 lb down and 334 lb up at 7-8-0 on top chord, and 116 lb down at 5-0-0, and 47 lb down at 6-4-0, and 116 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-148(F) 4=-148(F) 8=-98(F) 7=-98(F) 15=-61(F) 16=38(17) - R 1Pf' .: t' N� 22839 0. March 11,20, -- ® WARNING -Verify design parameters and RF1,D.NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 2v. 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 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 ITek� 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 ANSUlplf 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 don truss t russ t ype ury Fly �LUI1/1 WA I LKA' I UNt T23172440 2699580 B02 Common 12 1 i .Inh Raf-ranne to finnall ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar11 10:09:20 2021 Page 1 I D:20VQZHin97x9G5M9NmJalQz3Stx-oMpOXd3Qh?9yOY_BZar534gkZdgxm3DaKRAukOzcl l D -1-4-0 6-4-0 12-8-0 14-0-0 1-4-0 6-4-0 6-4-0 1-4-0 Scale = 1:24.7 5x8 = I� 0 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 _ Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-158(LC 10) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1). 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=656/817, 3-4=-656/818 BOT CHORD 2-6=-456/532, 4-6=-456/532 WEBS 3-6=-44/282 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Corner(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=378, 4=378. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .0• , �!✓ Walter`P•Flnn PE NoM09' ,MiTekUSA, inc.FL'CertI!i 4 6904 Pltte East B(vd..Tarnpa FL 33610 'Date: March 11,20, ® WARNING -Verily design parameters and RFAD.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 �p T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary'and permanent bracing _IYI I 1pi k• _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance and the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pif QuaW 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 Jon Inks Common 3 1 Ifuss Iype Ury Nly 2699580 B04 LUI //l WH1tKJI VNt T23172441 Builders FirstSource (PI -1-4-0 140 Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:21 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-GYNmkz33Sl HpeiZ071 MKci NvV000V WKkZ5vRGrzc11 C 6-4-0 12-4-0 6-4-0 - ,:a-n-n 5x6 3x4 = 3x6 12-4-0 Scale: 1/2"=1' I0 0 '�. Plate Offsets (X,Y)— [4:0-0-15 . 0-1-81 .6-4-0 . 6 0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 47lb FT=20%- LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP N0.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 4=-250(LC 12). 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 3-4=-634/724 BOT CHORD 2-5=485/508, 4-5=-485/508 WEBS 3-5=-23/270 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 6-4-0, Exterior(2R) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 4=250, 2=378. 7), This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IER IP No.22839 4p, �� • • O 1 Q P �.,� 06' P..•Flnn PE;No.22839 ,MiTek USkInc. FLCert'6634 696601/1 ce East 61vd..Tarllpa FL 33610 Uate, March 11,20, ® 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .MI'[ek• 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//7PI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Infolmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I fuss I Russ I ype Uty Fly LV I //l. VVH I tKJ I UNt T23172442 2699580 C1 Jack -Open 11 1 Job Reference (optional). Builders FirsiSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek,lndustries, Inc. Thu Mar 11 10:09:23 2021 Pagel I D:20VQZHln97x9G5M9NmJalQz3Stx-CxU W9f5J_wYXtOjm FjOohjSJYgpZzRR0100YLjzcl 1 A -'1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 0 0-11-4 r 0-11-4 .- . ...1 Plate Offsets (X,Y)— [2:0-0-4,Edgej LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 24.0 ' MT20 244/190 TCDL 7.o Lumber DOL 1.25 BC 0.06 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/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4.oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling 'direcily.applied or 10-0-0 oc bracing. REACTIONS. . (size) .3=Mechanical, 2=0-8-0, 4=Me6anical Max Hori 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12). 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions " shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 (jt=lb) No .222839 �' 1$ OF �r Pa K 33610 March 11,20, ® WARNING - Verity design parameters and READ.NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and 1s for an individual building compdnent, 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 :MITe'C• is always required for stability and to prevent collapse withpossiblepersonal injury and property damage. For general guidance regarding the - - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?p/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOo I russ I Russ I ype 2699580 C1B JACK -OPEN my I Ply I LU I fill VVA I tKJ I UNt 2 1 1 T23172443 Job Reference o tionai City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:24 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-g72vM?6xlDgOVAlzoQv1Ew?VIE91iuhAF285t9zc119 -1-4-0 0-11-4 1-4-0 0-11-4 4 0 o� 0 N 9 0 0 Scale =1:7.6 0-11 4 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. II in (Id.) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horc(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. or 0-11-4 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=0-6-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12). 4=15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) .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=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; pdreh 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=lb) 2=227. a No .2283.9 A 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'E1 e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - M'�l4k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa_FL 36610 March 11,20, JOD I Russ I mss I ype Uty my LU 1 1/1 VVA I EKJ 1 UNt 2699580 C1 C JACK -OPEN 2 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, ID:hKY1 ep9FiDwfFyJCybTuLLyv927-cWAfnh7BHrw1 1 4 0 0-11-4 1'-4-0 0-114 E 1 LOADING' (psf) SPACING- 2-0-0 CSI. DEFL. _ in (loc) � Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 5' >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 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- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-74(LC 1), 2=449(LC 12), 4=-99(LC 1) Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. T23172444 11 10:09:26 2021 Page 1 Irol nFAoATjMdCy2zc117 Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% Structural wood sheathing directly applied or 0-11-4 oc pudins. 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=6.Opsf; h=25ft; 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 atjoint(s) 3, 4 except at --lb) 2=449. ,,,,��111111/fl�t,I J ER P .. No -22-8.39 "i z. CC OF .��♦ O R 1 March 11.20, ® WARNING - Verify design parameters and READ: NOTES ONTHISAND 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, hot• 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 MOW - fabrication, 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 W sses and W ss systems, see ANSIMPI1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, -FL 36610 Joo I cuss I mss I ype Ury Fly 2699580 C1 P JACK -OPEN 4 LV I 1/1VVH I tKJ I UNt T23172445 1 FL), Plant City, FL - 33567, 8.430 s Feb-12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:28 2021 Page 1 I D:oHYiRCdpcl quXg Ug6?iPJ RzdjtT-ZvIP CN9SpSAq_nbkl G_zOm99irWmeigmAg6JOxzc115 -1-4-0 2-1 1-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop) I/deft U.d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 . 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 FBC2020frP12014 Matrix -MP Weight: 5lb FT=20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 oc purlins. 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. _ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Cbmer(3) zone; porch left and right 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 nonconcdrrent 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 at=lb) 2=246. "{IIIIIIts I�. F No 22839 %� .• 40 P.. lee ..:. Walter Ps Finn PE;No.22839. ,MiTek USA, Inc, FL Ceft 6694 . .. !Q4'Pafke'East9tvd;TainpaFL33. DOW March 11,20, -- ® WARNING - Verify design parameters and RFAD.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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality 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, FL 36610 10o I cuss . I cuss type 2699580 C1 S JACK -OPEN Uty I Hly I LU 1 r/1 VVA I tKJ I UNt T23172446 1 I 1 (Plant City, FL), Plant City; FL - 0 2x4 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:29 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMVWQ-15soQiA4amlhbxAwbzVCx_iPtFshN9wvPKrsYNzc114 0.11-4 0-11-4 3 m 6 Scale = 1:6.9 Plate Offsets (X,Y)— [1:0-0-0 0-0-41 LOADING (psf) SPACING- 2-0-0' CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >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/TP12014 Matrix -MP Weight: 3 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Harz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) 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=6.Opsf; h=25ft; 5=45ft; L=40ft; gave=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 atjoint(s) 1, 2, 3. �� �ISR P ��.G E No 22839 S •. ��. 0; • , � ...�Iri1111�. VllalterP,Flnn PE No.22839. MITikUSA,'Ilic. Fl CetY6634 6904 Pik6.East Okd* 0.Tai0a FL 3,3610 Date: March 11,20, A WARNING-- Verify design parameters and RE4D.NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only"upon parameters shovm, 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 ;MITe�• 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 ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Joo IIruss Truss type Jack -Open Truss Uty I Fly I LU I r/1 VVA I LKJ I UNt T23172447 2699580 IC1V Builders FirstSource (Plant City, FL), I I I Job Reference (optional) ty, FL-33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:29 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-15soQiA4amlhbxAwbzVCx iK1FszN9wvPKrsYNzcl14 -1-4-0 i 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.32 Yert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber, DOL 1.25 BC 0.06 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 FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE-7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft;,-B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Co_ rner(3) 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 alive 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) 3, 4 except (jt=lb) 2=211. fER'P �cENSn•I;V�1� ,No 22839 ' cc ���••.�� 'Lon Wafter P.• F1nn PE No.2283-9. ,MiTek USA, Inc. FG 6n 6634 6904 Patkti East 131 fd knpa' FL 33610 Date:• March 11,20: ® 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 MiTeke 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 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 ANS11TP/1 Quality Criteria, BSB-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 Russ I russ I ype ury I-ly LV I //7 VVH I tHJ I UNt T23172448 2699580 � C3 Jack' -Open 11 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 10:09:33 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-Vs5l F4Dae_o64YUhgpa85gs01 sCvJzvVKyp4h8zc110 -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 1 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 . 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(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% Structural wood sheathing directly applied or 2-11-4 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=.124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 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 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) 3 except at --lb) 2=183. ��♦��p,�.-� S ,P ��♦ E N 3' '. �i40, ♦. .,:� �: 40, N:o1 .02839 7. O,N A ��4,�♦ Walterp• Finn FE No.2 69. ,MiTek USA, Inc. FL Cert 6634 lq 0M Parke East 0IVd:,Ta6pa FL 33610 Date! March 11.20: ® 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 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 _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 ANShrrP/l 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 Jon Iruss 'fuss Type 2699580 IC3P JACK -OPEN Ury I Fly I LU I M VVA I tKJ I UNt T23172449 4 1 Builders FirstSource (Plant City, FL), 1 nt City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09;34 2021 Page 1 I D:oHYiRCdpc1 quXgUg6?iPJRzdjtT-N3fgTQEC0lwzii3uOX5Nel PBnGWK2Q9eYcZdEazcl l? -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES I.GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 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: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GOpi=0.18; MWFRS (directional) and C-C Ccmer(3) zone; porch left and right 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 (jt=lb) 2=245. March 11,20, 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 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 ANS11TPl1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ion 2699580 r Builders FirstS Iruss truss type C3S IJACK-OPEN Uty I Fly I LU I f/l lNA I l=Kb I UNt 1 I 1 T23172450 Plant City, FL - 33567, 8.430 s Feb'12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:36 2021 Page 1 I D:mMq 1 pKnMQsfOZioRm ROHYCzM WVQ-KRnRu6FTwvAhxOCG Vy7rj S UaT3CZWJfxOw2kHTzcl Oz Plate Offsets (X Y)— 0 2x4 = 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >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 Matra -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12),,2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 1"=1' PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20%. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=6.Opsf; h=25ft; B=45ft; L=40111; eave=5ft; Cat. II; Exp C; Encl., GCp=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 alive 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. �11111lot# , 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. �P�,�ER • P No ;22839 • r r. O.00 OF �/. O N A`- ;69.U4 Parke East 6141&* FL 33610 pate:- March 11,20, ® WARNING -Verify design parameters and RFJID:NOTES.ON THIS AND INCLUDED MITFJt REFERENCE PAGE MII-7473 rev. 5/19I2020 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 :MITe {C• 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 ANSI177P/1 QuaW 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 Tampa, 6904 Parke 36610 ast I russ I I fuss I ype C3V I Jacl(-Open Truss Uty I F'ly I LU I //l VVA I tKS I UNt T23172451 4 1 duo 2699580 Builders FirstSource (Plant i1 lant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:37 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-odLp5SG5hDlYZAnT3fe4Fgl iOTapFmv4FanHpvzc10y -1-4-0 2-11-4 1-4-0 2-11-4 LOADING (psf) SPACING-1 2-0-0 CSI. DEFL. in (loc) I/defl I Ud_ TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12),.2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 M 0 0 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'. NOTEWi_S- 1) nd: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf,h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zbne;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 atjoint(s) 3 except at=lb) 2=174. E_ R �P N;0 22.839 .10. A F NAI ,MITek USA, Inc. 6904 Parke East Date: March 11,20, 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 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 ony. _ 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/TPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Joo I fuss I ruse I ype Ury Fly LU I //l. VVA I tX6 I UNt T23172452 2699580 C5 Jack -Open 7 1 r 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 10:09:38 2021 Pagel I D:20VQZHIn97x9G5M9NmJalQz3Stx-GquBJn HjSXQPAJMfdM9Jotag CtgB_DBETEXrMMzcl Ox -1-4-0 4-11-4 1-4-0 4-11-4 Scale =1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in I (lob) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 TCDL" 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOTCH ORD REACTIONS. (size) 3=Mechanical, 2=0-5-0, 4=Mechanical Max Hori 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17); 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 fo 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 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 atjoint(s) except Ot=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ER P. No ,22839 OF •; O�NNA March 11,20, ® 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 ANS//rPlf Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I Russ I fIlSS 1 ype 2699580 IC5P Jack -Open (Plant City, FL), Plant City, FL - 33567, Uty I my LU I M VVH 1 tKJ I LINt T23172453 4 1 I I I Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:39 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-kOSZW7HLDgZGoTxrB4gYK56xvH3AjgONiuGOuozcl Ow E 1.4-0 4-1 1-4 Scale= 1:17.6 4-11-4 4-11-4 Plate Offsets (X Y)— r2:0-6-0 0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) ' -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4.=Mechanical Max Hori 2=214(1_C 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12). 4=-81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left and right 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 (jt=lb) 7) This truss design requires that a minimum of 7/16" structural wood sheathingbe applied direct) to the to chord and 1/2" AI PP Y P gypsum , �i E (V S •�4o, . sheetrock be applied directly to the bottom chord. `� V •� 40 .. o. NQ, 2:2'830, ONAX E%00' FL 33610 March 11,20: ®WARNING - Verify design parameters and READ.NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not �'• a truss system. Before use, the building designer must verify the, applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB.89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, 6904 Parkrk East JOD Truss hiss type 2699580 C5S JACK -OPEN Builders FirstSource (Plant City, FL), Plant City, FL - 33567, I 3x4 = U1y Fly LU 1 //9 WA 1 tHS 1 UNt 1 I 1 T23172454 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:40 2021 Page 1 I D:mMq 1 pKnMQsfOZioRm ROHYCzM WVQ-CCOyjTlz-8h7Qd W1 kn Cntlf9xhUyS7eXxYOyQEzcl Ov 4-11-4 i 3 Io Scale=1:16.9 r IGIC Unbtllb tA,T)— LI iU-I-V COQef . LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc). I/deft Lid PLATES GRIIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 Rep Stress lncr YES WB '0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical; 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.--: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 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 atjoint(s) 1, 3 except (jt=lb) 2=138. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ti1111111/�),�1' N s•,ti ��� . No _2283:9 r.,..O: R l ►�oNA`E �1.. 00.8ili r1���. March 11,20, ® 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 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 chard members only. Additional temporary and permanent bracingMIi'e 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/rPH 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 Joo buss buss type 2699580 C5V Jack -Open Truss FirstSource (Plant City, FL), Plant City, FL - 1-4-0 0 3X4 U1y HY LU I f/l WHI tK6I UNt T23172455 4 1 Job Reference o tional 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:41 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-gPa"pJblSp_l n5EIVjOQ WCKp4rBBaug9CIVygzcl Ou 4-11-4 4-11-4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL._ in (lob) I/deal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) . 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 BOLL 0.0 * Rep Stress ]nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 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 (jt=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural "wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. •' N22839 • ti" o r March 11.20, ® 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 "MI'[e 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 ANSUTPN Quality Criteria, DSB-89 and BCSf Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk 3ast0 JOO I mss I russ I ype Ury I-ly LU I //1 VVA I tKb I UNt T23172456 2699580 DOI Hip Girder 1 1 Job Reference c tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:43 2021 Page 1 I D:mMg1 pKnMQsfOZioRm ROHYCzMVN/Q-cni4MVKsH33i H5FcQwIUVxHesuRpfHpzdWEc1 Zzc10s 1-4-0 1 770-0 13-0-0 20-0-0 27-0-0 28A-0 1 4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-0-0 • Scale = 1:48.6 0 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 3x6 2x4 II NAILED NAILED 5x8 — NAILED NAILED 2x4 'Il 3x6 — = — — Special NAILED Special NAILED 7-0-0 0 A I'T 0 LOADING (psf) SPACING- 21-0-0 CSI. DEFL. in (loc) I/deft Jd PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied:or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD. 2-10=-2077/3618, 9-10=-2080/3643, 8-9=2080/3643, 6-8=-2077/3618 WEBS 3-10=-66/726, 3-9=-879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66f726 - 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=6.Opsf; h=25ft; 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 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 at joint(s) except at=lb) 2=1396, 6=1396. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x2l.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support'concentrated load(s) 196 lb down and 407 lb up at -0-0, and 196 lb down and 407 lb up at 20-0-0 on top chord, and 392 lb down and 170 lb up at 7-0-0, and 392 lb down and 170 lb up at 19-11-4 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 (plo Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Continued on page 2 ,'���111111111�JFI- GE N S F -IV���, ♦ ; .•V �••% �. ;.` No 22839 OF ��'• ,• Via: T ' 0 N A' WafterRFinn PE No.22839. ,MiTek USA, -Inc. FL Ceit 66M '6904Parke East Bhrd:.Tampa FL 33610 March 11.20, ® WARNING - Verify design parameters and READ.NOTES.ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN 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 ion I cuss I russ I ype U[y Fly LU I III. VVA I tK5 I UNt T23172456 2699580 D01 Hip -Girder 1 1 r a 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 10:09:43 2021 Page 2 I D:mMq 1 pKnMQsfOZioRmROHYCzMW/Q-cni4MV K5H331H5FCQWIUVxHesu RpfHpzdWEcl Zzc1 Os LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=-392(F) 17=-117(F) 18=-11.7(F) 19=-117(F) 20=117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=-59(F) 25=59(F) 26=-59(F) 27=59(F) 28=-59(F) ® WARNING -Verity design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 individualtrussweb and/or chord members only. Additional temporary and permanent bracing NOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD. Ifuss Iruss type 2699580 D02 Hip Uty I Ply I LU 1 1/1 WA I LKb I UNt 1 1 1 T23172457 iers Flrst5ource (Plant City, FL), Plant City, FL - 33567. 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:44 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMVvVQ-5_GSZrLU2NBYuEgpzdGjl8gssloJ0ul6sA_9Z?zc10r -1-4-0 6-3-6 9-0-0 13-6-0 18-0-0 20-8-10 27-0-0 1-4-0 6-3-6 2-8-10 4-6-0 4-6-0 2- 6-3-6 6-3-6 4x6 = 3x4 = 46 = 4 20 21 .5 22 6 3x8 = 3x4 = .3x8 = i 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 -Vert(LL) 0.17 9-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 27-0-0 PLATES GRIP MT20 244/190 - Weight: 128 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=-967/1533, 9-11=865/1488, 8-9=-957/1544 WEBS 3-11=-338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=-337/542, 7-9=-349/392 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=6.0psf; h=25ft; 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 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=559, 2=680. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale: 1/4"=1' '? o_ 4 P= 8 IC? 0 I R P. .. i. .. :"'• 'No -.22839 00 L .0... morR, Finn PE No.,22839. ,we USA, Inc. FLCert66 - 6904 Parke East,61416IM' pa EL 33610 'Dater March 11,20, WARNING -Verify design parameters and READ.NOTES.ONTHIS AND INCLUDED MITIX 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, hot• a truss system. Before use, the building designer must verify the applicability of design parameters and properly inrporate this design into the overall '}' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additioconal temporary and permanent bracing iMlIp.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 ANS11TPlf 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 Tempo, FL 36610 JOD I I runs I I cuss I ype Uty I I-ly I LU 1 M VVA I tKS I UNt T23172458 2699580 ID03A HIPGIRDERI1 .2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar. 11 10:09:45 2021 Page 1 I D:20 VQZHln97x9G5M9NmJalQz3Stx-ZAgmBM6pgJP WOO?XKnyaMMz5i9179pG4gp5Szc10q 5-0-1 9-9-0 136-0 173-0 , 21-11-15 27-0-0 5-0-1 4-9-0 3-9-0 3-9-0 4-9-0 5-0-1 Scale = 1:47.4 5x8 = 3x4 = 6x8 = 3 22 4 23 5 5x12 i nIUZO 2x4 II 4xl0 MT20HS = 3x4 = HIU26-2 7x10 = HTU26 3x8 II HTU26 6x12 MT20HS HTU26 6x8 = HTU26i HTU26 HTU26 HTU26 HTU26 I HTU26 . 17-3-0 5-0-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-6 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.76 BC 0.66 WB 0.96 Matrix -MS DEFL. in Vert(LL) 0.32 Vert(CT) -0.37 Horz(CT) 0.11 (loc) I/deft Ud 8-9 >999 240 8-9 >864 180 7 n/a n/a PLATES MT20 MT20HS Weight: 373 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 cc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-3-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=195(LC 7) Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) FORCES. (lb) - Max..Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12567/7613, 2-3=-10758%6524, 3-4=-10807/6559, 4-5=-10987/6812, 5-6=-12143/7214, 6-7==16212/9498 BOT CHORD 1-13=-6691/11149, 12-13=-6691/11149, 10-12=-5674/9692, 9-10=-6265/10807, 8-9=-8432/14501,7-8=-8432/14501 WEBS 2-13=-852/1475, 2-12=-1727/1193, 3-12=-1859/3009, 3-10=999/1900, 4-10=-324/187, 4-9=-351/379, 5-9=-2931/5061, 6-9=-4081/2448, 6-8=-1808/3314 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 (3) 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=6.Opsf, h=25ft; 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 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=3556, 7=5336. 11) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-1Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 cc max. starting at 2-5-1 from the left end to 14-3-4 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HTU26-2 (20-1Od Girder, 14-1 Od Truss, Single Ply Girder). or equivalent at 15-10-0 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 .: No :22839 asp: n .•'O" ® WARNING -Verify design parameters and READ:NOTES ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5I79/2020 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 T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :MI'[ek• 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 ANShTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 11,20; ion I fuss I rus-s type Uty Yly LU 1 //1 VVA I tKJ I UN T23172458 2699580 D03A HIP GIRDER 1 A . Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar.11 10:09:45 2021 Page 2 I D:20VQZHIn97x9G5M9NmJalQz3Stx-ZAgmBM6pgJP W007XKnyaMMz5i9i79pG4gjj5Szc10q NOTES- 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to back face of bottom chord. . 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 985 lb up at 6-4-12, and 782 lb down and 549 lb -up at 8-4-12 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: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=1484 27=-782 28=-708(B)29=-708(B) 30=708(B) 31=-1412(B) 32=-1413(B) 33=-1413(B) 34=-1409(B) ®WARNING -Verify design parameters and READ.NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/79I2020 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 erty bracing .MiTek� is always required for stability and to prevent collapse with possible personal injury,and propdamage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1171o/1 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 20607 Tampa, FL 36610 JOD I nlss I russ I ype Uty Fly LU I fill VVA I tKJ I UN . T23172459 2699580 E2A JACK -OPEN STRUCTURAL 3 1. Job Reference (opt Builders FirstSource (Plant City, FL), Plan( City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:46 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-1 MND_VVNka_RG8YzB521 B7ZvFi5eisr7PJ UTGeuzcl Op -14-0 2-0-0 1-0-0 2-0-0 Scale=1:10.3 2-0-0 2-0-0 Plate Offsets (X,Y)— [2:0-0-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. l in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 ' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 :BOT CHORD Rigid ceiling directly: applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical Max Horz 2=124(LC 12) Max Uplift 2=-229(LC 12), 4=-28(LC 9), 3=-38(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17) 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=6.Opsf; h=25ft; 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) Truss designed for wind loads in the plane of.the truss only. For studs exposed to wind (normal to the face), see Standard Industry . Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' j11111 j 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 ER P,�,��j� FAA- I� members. 7) Refer to girder(s) for truss to truss connections. ',` ti2 �0,, �� �1 P E 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except at=lb) `C N S.• F •;• �� 2=229. �� :. No _22839 do • �'� 1r �; ? S �. . 0�:. �U P'�N� '•• O R 1 N5'S,0 NIA' WalterrP., nn FE:No.22839: .MiTek USd, Int , FL,Cert 6634 69.09 Parke East 01vd:,Tam6a FL 33610 Date: March 11,20, ® WARNING - Verify design parameters and READ.NOTES ON THIS AND INCLUDED MITIJK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tpi �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingMI I 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/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_ 3fi610 .IOD I cuss I russ type 2699580 E5 Jack -Open t Uty I Fly I LU I r/1 VVA I tK61 UNt T23172460 3 1 1 FL), K Plant City, FL-33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:46 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-1 MND_WNka_RGBYzB521B7ZvBv5Yrsr7PJUTGeuzcl Op -1-4-0 5-0-0 1-4_0 5-0-0 3x4 Scale = 1:17.8 • , 5-0-0 5-0-0 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LObDING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 4-7 >906 240 ' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 18lb FT-=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied: BOT CHORD ' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-130(LC 12), 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. _ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 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) except Qt—lb) 3=130,2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�`,� ER 1 N 22839 . March 11,20: ® 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 A 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 wilh,possible personal injury and property damage. For general guidance regarding the MI�'�k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Russ I I I runs i ype E7 Jack -Open Uty Fly LU1 1/1 VVAI tKbI UNt 12 1 T23172461 JOD 2699580 t r Builders FirstSource I 1 Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:472021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-VZxbBsOM LIZ7IiYOflgQfnS G3VonbINZY7CpAKzc1 Oo 1 4-0 7-0-0 1.4-0 7-0-0 Scale = 1:23.0 3x6 = Y 7-0-0 7-00' Plate Offsets (X,Y)— [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES !GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2 278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Gra , 3=198(LC 17); 2=336(LC 1), 4=121(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=6.Opsf; h=25ft; B=45ft; L=4Oft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 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) except at --lb) 3=195, 2=217. %.` 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,,�� �l •• ��.G E N S,yy'. �j�� sheetrock be applied directly to the bottom chord. .� No00 22839 ►� .00 10 �v MITek USA, Inc. 69QA' Parke East Date: March 11,20, -Verify -- WARNING - ® ry design parameters and RFJID.NOTES.ON'THISRND INCLUDED MITFJ( 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 W sses and truss systems, see ANS11TPIf quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke East JOD I russ . I russ I ype Ury Nly LU I //7, VVH I t. b I UNt T23172.462 2699580 E7P Jack -Open 4 1 r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:48 2021 Page 1 ID:oHYiRCdpcl quXgUg67iPJRzdjtT-zlVzPCO_5bh_Ns7aCTLfC_SHv7pKldimnyNimzcl On -1-4-0 7-0-0 1 4 0 7-0 0 • Scale=1:22.6 z A LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL' 0.0 BCDL 10.0 SPACING- 2-0=0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Cade FBC2026/TP12014 CSI. TC 0.89 BC 0.93 WB '0.00 Matrix -AS DEFL. in (loc) . I/defl Lid Vert(LL) , 0.26 4-6 >325 240 Vert(CT) 0.23 4-6 >360 180 Horz(CT) -0.01 4 n/a n/a I PLATES GRIP MT20, 244/190 Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP. No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(1_C 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12). 4=-144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(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=6:Opsf; h=25ft; B=45ft; L-40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11.4 zone; porch left and right 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) except (jt=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,,� • Q`� . . /� I�� sheetrock be applied directly to the bottom chord. ,� �C E N S • ti �� No 22839 do �- t v • S•<.OR1p i� ONALE��`�� . March 11,20. -- ® 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 ANSI?PIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I -.. I Russ I ype Uty Hly LU I //l. VVA I tKJ I UNt . T23172463 2699580 E7V Jack -Open Truss 14 1 Builders FirstSource (Plant City, I Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:49 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-Rx3LcYPdsvpr?OimmAsukCXil JXz3B Wr1RhwFDzcl Om -1-4-0 4-3-9 7-0-0 1.4-0 4-3-9 2-8-7 3x4 Scale=1:22.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft (Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) . 0.28 6-9 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-134(LC 12), 2=-21 O(LC 12), 5=-59(LC 12) Max Grav 4=161(LC 17), 2=336(LC 1), 5=121(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=295/116 WEBS:,_ 3-6=102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-1.1-4 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 forverifying 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) 5 except Qt=lb) 4=134, 2=210. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,heetrock be applied directly to the bottom chord. R P FAA E N'V NO 22839 Z Off.• � 4✓.`. 40 ice,. . �• March 11,20, A 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, 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/orchord members only. Additional temporary and permanent bracing It '�e l� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ _M It fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD 1 russ I russ I ype idly ply LU I r/1. VVA I tKJ I UNt T23172464 2699580 �GOIS Hip Girder 1 1 fers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Ind6stdes, Inc. Thu Mar 11 10:09:50 2021 Page 1 I D:20VQZHI n97x9G5M9NmJalQz3Stx-v8dkquQFdDxic9HyKuN7H P3sGjgXoa_?E5RTnfzcl OI 1 4-0 3-9 4 7-0-0 9-10-0 12.8-0 15-10-12 19-8-0 1-4-0 3-9-4 3-2-12' 2-10-0 2-10-0 3-2-12 3-9-4 4x6 = 3x4 = 4x6 = 17 5 18 19 6 Scale = 1:35.2 3x4 = I 3x8 = 5x8 = 3x4 = 2-1 3-2-12 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 NO Code FBC2020/TPl2014 CSI. TC 0.61 BC 0.85 WB 0.33 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) -0.24 Horz(CT) -0.08 I (loc) Well Ud 9-10 >999 240 9-10 >999 180 8 ri n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly.applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10= 1869/2481, 9-1 0=-1 906/2486, 8-9=1953/2510 ' WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283; 6-9=503/863, 7-9=-298/222 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) £I=1097, 2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficientto support concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 1951b up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and.386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 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 Continued on page 2 Watte�P FingpE ,MiTek USA, Inc. 6909 Parke East: Date: ®WARNING - Verify design parameters and READNOTES 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 MITBk• 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 ANSUTPH 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 March 11,20, J00 I russ I russ I ype 2699580 G01S IHip Girder Plant City, FL - 33567, uty Fly LU 1 /11 VVA 1 tKJ I UNt T23172464 i 1 Job Reference (optional) 8.430 s Feb-12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:50 2021 Page 2 I D:20VQZHln97x9G5M9NmJalQz3Stx-v8dkquQFdDxic9HyKuN7HP3sGjgXoa_?E5RTnfzc101 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20 Concentrated Loads (lb) Vert: 4=-143(B) 6=143(B) 9=-386(B) 10=-386(B) 17=-112(13) 18=-112(B) 20=63(13) 21=-63(B) ® WARNING -Verify design parameters and READ.NOTES ONTHIS AND INCLUDED MRFJ( REFERENCE PAGE MII-7473 rev. 5I19/2020 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 T e �• is always required for stability and to prevent collapse with possible personal injury and property damage: For general guidance regarding the IMI I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL_ 36610 ion 1 fuss I russ I ype Uty Fly LU I I/1 VVA I tKJ 1 UNt � T23172465 2699580 G02S Hip 1 1 r � 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 10:09:51 2021 Page 1 I D:20VQZH In97x9G5M9NmJalQZ3Stx-NKB61 ERtOW3ZEJs9ubuMgdc3j6CSX458TIA1 J5zc10k 1 4 0 6-3-3 9-0-0 10-8-0 13A-13 19-8-0 1-4-0 6-3-3 2=8-12 1-8-0 2-8-13 6-3-3 46 = 46 = 4 5 Scale=1:35.7 7 3x6 = 46 = 3x4 = 3x4 = 3x6 = 0 4 Io M-0 9-0-0 -8-0 101-8-0 19-8-0 9-0-0 Plate Offsets (X,Y)— [2:0-2-12,0-1-81 [7:0-2-12 0-II1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 8-13 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 HOrz(CT) 0.03 7 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 89lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Harz 2=207(LC 11) Max Uplift 7=-405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1036, 3-4=-951/909, 4-5=-805/846, 5-6=-953/912, 6-7=-1169/1045 BOT CHORD .,2-10=-781/1018, 8-10=-468/805, 7-8=-794/1014 LL WEBS 3-10=-377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. R'P .` .\DENS ,, r 1 • '�I. No ;22839 W. :. .VllalterP..• Finn PE,No22889. MiTek USA, Inc, F[ Cerf 6634 M Parke East Bfvd.,Tampa.FL 33610 Date: March 11,20, ® WARNING -Verify design parameters and READ :NOTES ON THIS AND INCLUDED MITFK 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 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I ruse I russ I ype G03S Common Uty I Hiy I LU I //I VVN 1 LKJ I UNL T23172466 2699580 r . 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 10:09:52 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-sWIUFaRV9q BQsTRLRJPbMg9C5 W VkGVXIhPwarYzc10j 5-5-5 9-10-0 14-2-11 19-3-8 1 -8 0 5-5-5 4 4-11 4-4-11 5-0-13 -0 4x6 = 3x6 = bx6 = 95-8 Scale = 1:35.7 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 0.59 BC 0.87 WB 0.26 Matrix -AS DEFL. in Vert(LL) -0.15 Vert(CT) -0.32 Horz(CT) 0.03 (loc) ddefl Ud 6-10 >999 240 6-10 >729 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-41O(LC 12), 5=-41 O(LC 12) Max Grav 1=.728(LC 1), 5=728(LC 1) ,FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1216/1351, 2-3=-927/1006, 3-4=-926/1006, 4-5=-1215/1352 BOT CHORD 1-6=1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=-404/668, 2-6=405/667 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nohconcurrent 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 at=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A'(E.R 1P, ♦ ••• 0 No .22839 '107 /ti- s Paw - March 11,20, WARNING -Verify design parameters and REARNOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tp/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610, ion I russ truss I ype try Fly LU I //I VVfi I CKJ I UNC T23172467 2699580 r G05S Common 2 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 10:09:52 2021 Page 1 I D:20VQZHln97x9G 5M9NmJaIQz3Stx-sVAUFaRV9q BQsTRLRJPbMg9C5WVkG VXIhPwarYzc10j 5-5-5 9-10-0 14-2-11 19-3 8 1-0 0 5-5-5 4-4-11 4-4-11 5-0-13 -0- 3 4x6 = 3 F 3x6 = . 5x8 = 5x6 9-10-0 19-3-8 Scale = 1:35.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress'Incr YES WB 0.26 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 84 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-41O(LC 12), 5=41 O(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=-926/1006, 4-5=-1215/1352 BOT CHORD 1-6=-1098/1094, 5-6=-1033/1065 WEBS 3-6=552/576, 4-6=-404/668, 2-6=-405/667 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1), Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Op'sf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent 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) Brovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ." No .22-839 ► � •�. � is !6S ON AL WalterFinn FE�No.22839. MITek US' &,Inc. Fl:,Cen 6634 6904 Parke EastB(ud„Tampa FL33610 Date: " March 11,20, -- WARNING -Verify design parameters and RFAD,NOTES.ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ��' Design valid for use only with Mirek® 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 MITeIC• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD I fuss truss type uty Ply LUI 1/1 WAI LKSI UNL H2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) T23172468 2699580 q Builders City, FL), Plant City, FL - 33567, 8.430 s Feb'12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:53 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-KiJsSwS7w8JHTdOX?Oxgv2hS1wzS?OsRw3f80_zc10i -1-10-10 2-9-3 ' 1-10-10 2-9-3 070 293 0-7-0 2-2-3 Scale=1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft Vd PLATES -GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.32 Vert(LL) , 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 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 BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-31(LC 13), 2=-456(LC 8), 4=-82(LC 13) Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-9-3 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 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 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=1b) 2=456. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9=39(B) 10=51(B) SR'P,F �G E N S,' ti I, .: • No 22839 O F 41J 00��ts i N. , WalterP,hiiri PE:No.&2 9. MiTek USA, Inc. ktirt 6634 6904 Parke Eastllk d&,Tampa FL 33610 Oats: March 11,20, ® WARNING -Verify design parameters and READ NOTES ON'THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' -is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOB 2699580 I fuss Iruss type H5 Diagonal Hip Girder Ury I Fly I LU 1 //1 VVA I tKJ I UNt T23172469 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 10:09:54 2021 Page 1 I D:20VQZHIng7x9G5M9NmJalQZ3Stx-ovsEfGTlh RR85nakZjS3RFE WjKGykS6b9jPhwQzcl Oh 1-10-10 3-9.6 5-3-6 7-0-14 1-10-10 3-,9-6 1-6-0 1-9-8 Scale = 1:17.4 7-0-14 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.71 Vert(LL) -0.10 4-7 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC '0.56 Vert(CT) -0.22 4-7 >381 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 25 lb FT = 20% 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=216(LC 8) Max Uplift 3=-145(LC 8), 2=-189(LC 8) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=145, 2=189. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down and 85 lb up at 4-3-11 on top chord , and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down at 4-3-11, and 5 lb down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 11=-10(F==5, B=-5) ��,'CER'P,F ice,' Q� • • �/� . III IV No :22839 Z cjA F/� March 11,20, ® WARNING -Verify design parameters and RFJID: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 bracingMITek� . 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/t Qualify 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 I fuss t ype 2699580 H7 DIAGONAL HIP GIRDER Uty I my I LU 1 1/1 VVA I tKJ I UNt 1 T23172470 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:55 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-G5QdtbUNSla7jx9w7Rzl TnhVkXSTgKkON8ESszclOg -1-10-10 5-2-56-10-10 9-10-13 1-10-10 5-2-5 1 85 ' 3-0-3 Scale = 1:22.0 3x4 = Plate Offsets (X,Y)— r2:0-1-11 Edge) 9-10-13 — � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli L/d PLATES GRIP! TCLL 20.0 Plate Grip DOL 1.26 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) ' -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) .4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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. ER P 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♦�• P`.� ... F% III will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.♦♦ .• v�' E N SF •,� ��� . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=159, 2=341, 6=159. •"• No ? 839, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165 lb _. Clown and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 lb. down and 16 lb up at 1-5-12, 18 lb down_and 23 lb up at 4-3-11, 18 lb down at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and i 9' �. S ((/ 37lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Q:;!; •, ��' 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 0, .••• :L7 Q Q`� Nt=,♦� LOADCASE(S) Standard ���s •••'� �G• , 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 111111 Vert: 1-4=-54, 5-7=-20 Walt'er" firm FE;No.22839. Concentrated Loads (lb) M1Rk•USA, loc: FL Cert6634 . Vert: 11=-1(F) 12=-80(F=-42, B=-37) 13=-7(F) 14=-16(F=11, B=-5) 15=-62(F=-33, B=-28) 69.04ParkeEistB( &,TainpaF.L33610 Date: March 11,20: ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5A9/2020 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 MIT�Bk• 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/7P11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Parke East Blvd. ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa,.FLEast JOO I Russ truss I ype uty Ply LV I //'I VVH I tKJ I UNt T23172471 2699580 H7P DIAGONAL HIP GIRDER 2 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 10:09:55 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-G5QdtbUNSla?jx9w7Rzl_Tnh8kdhTdkO N8ESszcl Og -1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = LOADING (psf) SPACING- 2-0-0 GSI. DEFL. in (loc) I/deft L/d PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC • 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=5.15(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=609/625 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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 lost bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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=141, 2=454, 6=335. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3A 1, 5 lb down and 85 Ib.up at 4-3-11, and 37 lb down and J59lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11.Ib up at 1-5-12, 5 lb down at 4-3-11, 5 Ib down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 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: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=57(F=-28, B=-28) 1//'flI No 22839 WatterP•'Flnn k No.22839 MITek,UISA, Inc_FLCert6634 . 6904 Parke East B(ud: Tampa FL'`• 33610 date: ' March 11,20, ® WARNING - Verily design parameters and READNOTES 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 MITe'C* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I runs Iruss type H7V Diagonal Hip Girder ury I my I LU 11/1 VVH I tKJ I UNt T23172472 3 I _ I I Job Reference (optional) urce (Plant City, FL), Plant Clty, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:09:56 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-kH_?4xVOD3irK5k6g8UXXgJu67wDCG9tc1 uo_Jzc10f -1-10-10 5-4-19-10-13 1-10-10 5A-1 4.6-11 3x4 0-Q-3 5A-1 9-10-13 0 _3 5-3-14 4 6-11 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB '0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8). 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD__ 2-7=-727/1151, 6-7=-739/1156 WEBS _ 3-7=0/252, 3-6=-1137/722 Scale=1:22.6 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. ' NOTES- 1) Wind: ASCE 7r16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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 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 at --lb) 4=276, 5=142, 2=269. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LQAD CASE(S) Standard 1), Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifofm Loads (plf) Vert: 1-2=-54 .Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=O(F=10, B=10)-to-5=-49(F=-15, B=-15) lee ii� p N A� E �♦�.. WaltkA• Finn PE No.22839 ;MITekUS& jnc.F -Cert6634 6904 Parke East,B(vdmpa FL 33610 Date: March 11,20, -- ® WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITFJCREFERENCE 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 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 :MI'[e'C• 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/1TP11 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 I Russ 1 ype Uty Fly LU I r/'I. WA 1 tKJ 1 UN T23172473 2699580 - �1<01 HIP GIRDER 1 1 rce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021. MiTek Industries, Inc. Thu Mar 11 10:10:00 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-d3EVMJYWHHCHpi2ty_ZThWUedIPf8A9TXfs?74zc1 Ob 1 4-0 2-0-0 5-11-0 7-11-0 93 0 1�-D 2-0-0 3-11-0 2-0-0 14-0 Scale = 1:19.9 Special - 5x8 = Special NAILED 46 = 19 4 2x4 = .^ 1 2-0-0 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 NO Code FBC2020/TPI2014 CS]. TC 0.29 BC 0.16 WB 0.03 Matrix -MP DEFL, in Vert(LL) 0.02 Vert(CT) 0.02 Horz(CT) -0.00 (loc)l I/defl Ud 7-8 >999 240 7-8 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 38lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 cc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-69(LC 6) Max Uplift 2=-510(LC 8), 5=-516(LC 8) Max Grav 2=291(LC 17), 5=291(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=156/452, 3-4=-126/404, 4-5=156/450 BOT CHORD 2-8=325/125, 7-8=-338/126, 5-7=-330/125 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Ehcl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forver'Ifying applied roof live load shown covers rain loading requirements specific to the use of this truss ,,�(I���������I 06 -(ER P 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. ♦ V F •; I' 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 .:� A No will fit between the bottom chord and any other members. ,22839 .. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=1b) 2=510, 5=510. v. ( ) or( )p nails per NDS guidlines. -� �'fl . X � 9 9 O (.) provided atland 80 lb 2-0-0, 80 thsurffi aerit to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb • OF ((/, �(/'�� P p u P and 5-10-4 on bottom chord. The design/selection of such connection j Q.'. • de i the responsibility ohorb O p i lllty of others. �♦ T Q• .' �� ♦I��S 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' R !' G,�,�1 ♦�!�IS� LOAD CASE(S) Standard N A E?�`�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Wafter P hnn PE No.22839' Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-14=-20 NiTek,USk IOC. LZ Ct t 6634 6904 Parke East;Bfvd:.TamliOL 33610 'Date: Continued on page 2 March 11,20: A 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 buss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTpIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOO I rus9 I Russ type 2699580 K01 HIP GIRDER Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) ury Hly LU I //'I. VVA I tKJ I UNt T23172473 1 1 . Job Reference (optional) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:00 2021 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-d3EW6vJYWHHCHpi2tv_ZThWUedlPf8A9TXfs?74zc1 Ob ® WARNING - Verity design parameters and READ.NOTES ON'THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown' nd ; and is for an individual building component, hot ��• a truss system. Before use. the building designer must verify the applicability of design parameters aproperly 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 ANSIITPl1 Quaft 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 goo Intss. Ifuss Iype U FlyLUI f/l VVAI CKb'I UNt 2699580 K02 COMMON SUPPORTED GAB try l T23172474 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:01 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-5Fnu7fY82bK8Rsd4Ti4iEk11T81ytcEcmJbZgWzcl Oa 1-4 0 3-11-8 7-11-0 9�-0 1-0 3-11-8 3-11-8 1-0 4x6 = LX4 11 Scale=1:19.6 I1 u o rs 7-11-0 0-5-8 Plate Offsets (X,Y)-- f2:0-2-0 Edge] [4:0-2-0,Edge] LOADING (psf) SPACING- 2-0-01 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL" 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC 10) Max Uplift 2=-255(LC 12), 4=-255(LC 12), 6=-47(LC 12) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-6=203/349 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Extedor(2N) 2-8-0 to 3-11-8, Corner(3R) 3-11-8 to 7-11-0, Exterior(2N) 7-11-0 to 9-3-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. J, 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,,�j/11111JJ� �EF{ 5) Gable studs spaced at 2-0-0 oc. . `a,��P 'y SF 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��' ;� ��, " '•� �i 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� .• ;: N,Q2'839 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing * !. plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=255, 4=255. 9).Non Standard bearing condition. Review required. go N A' E �F Walterp Flnn PE,No22809. ,MiTek USA, Inc. -FL Ceit6634 6904 NO EakBIVdJW#aK 33610 Date: March 11,20, A WARNING - Verity design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5A 9/2020 BEFORE USE. Design valid for use only with M1Tek® connectors. This design Is based only upon parameters shown, andis 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 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/1'rioll 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 I cuss I ype 2699580 �Lol HIP GIRDER tuty I my I LU I f/l VVH 1 tKJ 1 UNt T23172475 . I I - I I I Job Reference (optional) ity, Builders First.Source (Plant C, FL), Plant City, FL - 3 , 3567, 8.430 s Feb 12 2021. MiTek Industries, Inc. Thu Mar 11 10:10:02 2021 Page 1 ID:oHYiRCdpclquXgUg6?iPJRzdjtT-ZRLGL?zmovS?30CG1 PbxmxzsxYvWc?Ym?zLGCzzc10Z 1 4-0 5-1-3 10-0-0 13-0-0 15 b-6 20-0-0. 21�-0 1 4-0 5-1-3 1-10-13 3-0-0 3-0-0 2-0 6 4-11-10 Scale = 1:36.9 4x6 = 3x4 = 4x6 = 19 5 20 6 3x6 = 3x8 oxa — 3x8 = I 3x6 = 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 NO Code FBC2020ITP12014 CSI. TC 0.82 BC 0.90 WB 0.36 Matrix -INS DEFL. in (loc) I/defl Ud Vert(LL) 0.39 10-12 >615 240 Verl(CT) 0.31 10-12 >771 180 Horz(CT) -0.11 8 n/a n/a PLATES , GRIP MT20 244/190 Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-9 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2=-1814(LC 8), 8=-1814(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=-2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 _ BOT CHORD 2-12=-2772/2472, 10-12=-2815/2520, 8-10=-2772/2472 WEBS 4-12=-1119/933, 5-12=249/277, 5-10=-249/277, 6-1 0=-1 120/934, 3-12=-259/247, 7-10=-260/247 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except at --lb) 2=1814, 8=1814. 8).Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at 7-0-0, 93 lb down and 205 lb up at 9-0-12, and 93 lb down and 205lb up,at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 Ib'up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4. and 403 lb down and 424 lb up at 12-11-4 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, 4-6=-54, 6-9=-54, 13-16=-20 Continued on page 2 % No .22839 r � � % 4Z:�O F ® WARNING -Verify design parameters and READ: NOTES.ON THIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt 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 March 11,20, fL55 I toss I ype Vry MY LV I //7 WH I tKJ I UNt T23172475 2699580 s L01 HIP GIRDER 1 1 Job Reference (optional), Builders First$purce (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:02 2021 Page 2 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-ZRLGL?ZmovS?30CG1 PbxmxZsxYvWc?Ym?zL6Czzc10Z LOAD CASE(S) .Standard Concentrated Loads (lb) Vert: 4=-126(F) 6= 126(F) 12=-403(F) 10=-403(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F) A 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 11AIT�1� _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ;M -1 17 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANS11TP/l qualify 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 JUL) IIruss IIruss type " . uty II ly I LUI 1/1 WAI tKJIUNt 26995801. T23172476 y L02 Hip 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:03 2021 Page 1 ID:oHYiRCdpc1 quXgUg6?iPJRzdjtT-1 eveYKaPZCasg9mSb66AJ96?AyL?LQvvDd4fkPzc1 OY -11 0 6-3-6 9-0-0 11-0-0 13 8-10 20-0-0 21-4-0 1-4-0 6� 6 2 8-10 2-0-0 2 8-10 6 3 6 14 Scale=1:36.9 5x6 = 5x6 = I0 0 4x6 = 4x10 MT20HS = 4x6 = 3x4 = 3x4 = 9-0-0 11-0-0 20-0-0 9-0-0 - 2-0-0 9-0-0 Plate Offsets (X Y)— (4:0-4-0 0-2-81 [5:04-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. 6EFL. in (loc) i/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.60 9-17 >401 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.52 9-17 >460 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) -0.04 7. n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied: BOTCHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2872, 3-4=-972/2683, 4-5=-825/2420, 5-6=-972/2683, 6-7=-1182/2872 BOT CHORD 2-11=-2415/1021, 9-11=-1997/825, 7-9=-2434/1021 WEBS 3-11=-326/689, 4-11=-1171/338, 5-9=-1171/338, 6-9=-326/689 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left and right 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) .2=960, 7=960. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Pi . ti" ;<y ei*, • No 22839 tPom• .NA` I Inc. East March 11,20, ® WARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 I Russ I cuss I ype Uty Fly LU I //7 VVH I I.KS I UNt T23172477 � Vol Valley 1 1 Job Reference o tional Source (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:04 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-VgTOmgbl KVVijlJLf8gdPrMflRMnL4_h3SHgDGrzc10X - 1 ,-0, 3-10-0 7-4-0 8-8-0 -0-0 3-10-0 3-6-0 1-4-0 4x6 = Scale =1:20.8 3 8 7 6 3x6 I I 2x4 I I 3x6 I I 7-4-0 7-4-0 , LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 -Plate Grip DOL 1.25 TC 0�43 Vert(LL) -0.00 5 n/r 120 MT20 2414/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10:0 Code FBC2020/712014 Matrix-R Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0 Max Horz 8=-101(LC 10) Max Uplift 8=-236(LC 12), 6=-273(LC 12), 7=-8(LC 12) Max Grav 8=209(LC 21), 6=222(LC 1), 7=233(LC 1) Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=228/681, 2-3=-120/327, 3-4=-127/345, 4-6=-244/750 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10=0, Corner(3R) 3-10-0 to 7-10-0, Exterior(21\1) 7-10-0 to 8-8-0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Qt=lb) 8=236, 6=273. jilt 111/it"rl, 4 .� ♦ : No 22839 March 11,20, A WARNING - Verify design parameters and READ: NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ' Design valid for use orily 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 .IYlll.pi 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 ANS117P/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOD IIruss IIruss type 2699580 0 1V02 uty I Fly I LU I //I VVA R:KJ I UNt T23172478 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:05 2021 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-zO1 PzOcf5ggawTwdX8eOaBQOm69pPnChxZmpHzcl OW 4-4-8 6-9-0' 4-4-8 4-4-8 Scale: 3/4"=1' 46 = o `4 0 4 2x4 i 2x4 II 2x4 0-A-8 8-9-0 0-U-8 B-8-8 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber.DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS' . 2x4 SP No.3 REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0 Max Horz 1=-77(LC 10) Max Uplift 1=-105(LC 12), 3=-105(LC 12), 4=-103(LC 12) Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-184/442 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 1=105, 3=105, 4=103. No 22839 :.:411 OF N AL E %'* VbaKWA-Flnn PE No.22839 .MiTek USA,_Inc. FL Cen 15634 6909 Park6`East B(vd:.Tainpa: FL 33610 Date: March 11,20, ® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony. Additional temporary and permanent bracing :M�Te 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20.601 Tampa, FL 36610 JOD 1 russ I russ I ype F9y LU 1 f/l. WA I tKJ I UNt 2699580 0VO4 GABLE J.Uly 2 Builders FirstSource (Plant FL - 33567, T23172479 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 11 10:10:06 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-RDbnBMcHs7yRXdV1 GFftxnkjV9UCYu4MvbJKLkzc10V D Y a 0 2 1 3 2x4 i Scale = 1:8.6 I LOADING (psf) SPACING- I 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) 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=6.Opsf; h=25ft; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ,,t%jill11tit'14 ,�� ER P F ' ' �, .. N�_EN NO :22839' *:• • �r✓�` 1. Off.• ON1A EC�ti�• Wetter K nn PE:No. 839. MiTek USA; Inc: F".Cg '6634 690A PaakEvd;i . "jaL.33610 Date: March 11,20, -- ® WARNING - Verify design parameters and READ:NOTES ONTHIS AND INCLUDED MITIX REFERENCE PAGE MII-7473 rev. 5tl 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 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 permanent bracing ' .MIS[@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 ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 JUU 2699580 3 Builders FirstSource I russ I russ type V05 GABLE v 0 0 Plant City, FL - uty Nly LLb U I r/1. VVA 11=KJ I UNCT23172480 2 1 Reference o liana/ . 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Marl 1 10:10:06 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-RDbnBMcHs7yRXdVIGFftxnkdR9SGYu4MvbJKLkzc10V 4-3-15 2 3 2x4 i 2x4 I Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL , 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 We n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=4-3-15, 3=4-3-15 Max,Horz 1=111(LC 12) Max Uplift 1=-46(LC 12), 3=-102(LC 12) Max Grav 1=134(LC 17), 3=147(LC 17) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=148/291 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;IBCDL=6.Dpsf; h=25ft; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at —lb) 3=102. 11 ,.GE-N ND 22839 March 11.20, ® WARNING - Verify design parameters and REAUNOTES: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 11 A'Tel� is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the �Y�l R _ 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 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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. T ❑ I. O 2 U ll O For 4 x 2 orientation, locate plates 0- 111s' 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 8 7 6 5 � General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal ork-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. w 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and 1— 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 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE locations are regulated by ANSUTPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes .trusses will be suitably protected from the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text. in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports). occur. Icons vary but_ reaction section indicates joint number where bearings occur. Min size shown is for crushing. only. Industry Standards: ANSUTPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. = BCSI: Building Component Safety Information, Guide to Good Practice for Handling, _ lnst�lling & Bracing of Metal Plate Connected Wood Trusses. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. ; ;W,. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs -rely on lumber values established by others. 2012 MiTek®:AII Rights Reserved - mffeke MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to.or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed,unless' otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 16. Use of green or treated lumber may pose unacceptable environmental, health or. performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those:expressly stated.