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HomeMy WebLinkAboutTrussFos ENGINEERING ASSOCIATES �July 15, 2021 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng,com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 64 Blk.1 Subdivision: Fort -Pierce - Waterstone Address: 8613 Merano Ave.' Model: 2000 3CF B LHG' KA # 2178330 Truss Company: Builders First Source Date of drawings: .7/6/21 Job No.: 2813238 Wind Speed: 160 Exposure: C , Truss Engineer: Joaquin Velez` To whom it may concern,, We have reviewed the truss design,package for the project referenced above. This truss package complies with the oiiginal 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 suppliedttb,us. by -the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this`ieview 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. ®�•,a°a� p p;6L0 s Note: Truss ID's may vary. q*�®�.J\�.��.0 E NS �����• Not-'87864 If you have any questions, please do not hesitate to call. .' Sincerely, ® C : S TA TE 7/15/2021 7/15/2021 r (�1i2�021 Carl:A Brown;P.E. . Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" Luis Pablo Torres, P.E. FL. # 8786 10-00-00 38-08-00 J 1�i m r r r 1-n n n r R•� IV C3V N. 0 3/1 V LT <—. 3v 5V C5 i \ Do 3-PLY 116 04 g �_ 3/12 VAULT 4,09 Ni mg i �, 10'-\-0\,1,FLAT `LG. 3/12 VAULT 6109 ODD SPACE 2> \ \ \ \ \ � \ \ \ \ \ 4-1 c 09 09 v 09 c a c 7 _ 09 Ro 0 U U U i --- �\ \ \ \ \ \ \ 18 ' \ \ y� ------------- / !A Ci 95 \ \ 't 1 A 73 OS .I \ \ \ - s-lo-oo A I C5 1S E7 `� 3-PLY A E7 3S o o 6-04-00 I ,o A E7 4S o n 08S 10oosPAc 8' ' o 0 oa DSPACE 1-0 08 1-0 -00 E7 E7 06 06S lC � w W 2-0 00 E7 06 E7 02 2-0 00 02S G01S o be 0 2-0)-00 E7 02 C5S oo C5 0o Tic 2-0 00 C5 02 C3S C 4 n C3 2-0 00 C3 02 C1 02 U U U o 10-00-00 U U U w co w w U U c=1 C1 2-0 00 B 1 A 19-08-00 6-04-00 12-08-00 48-08-00 38-08-00 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' I LUS24 / JUS24 895 / 836 490 /610 1L' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ,a 0 B HTU28 / THD28 A68016040 2140 /2330 JLB 0 C HTU26-2 / THD26-2 3600 / 3366 2175 / 2340 1 Lc 0 D HTU28-2 / THD28-2 4680 / 6006 3485 / 2696 I ID 0 E HGUS26-2 / THDH26.2 5320 / 6246 2155/2340 11E 0 F HGUS28-2 / THDH28-2 7460 / 8026 3235 13330 l IF 1 G HGUS26-3 / THDH26-3 5230 / 6246 2155 / 2340 r B1 0 H HGUS28-3 / THDH28-3 7460 / 7836 3235 / 4370 N 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 UI 3X8NOP ❑+ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 07/15/2021 By: ES Submittal No.: Project No.: 21-8330 Project Eng.: Luis Tor/ Project Name: Adams Homes - Fort Pierce - Waterstone - Lot 64 Blk 1 ERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOiJ TO APPRWAL OW CEILING FRAMING REQUIRED IN RELD BY BUI MAIN WIND FORCE RESISTING SYSTEWCL NYBRID Wlro ASCU-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And mrm LOAD 160 NPH Returned Before Fabrication Will WIND IMPORTANCE FACTOR1.00 TRUSSES NAVE BEEN DnKINED FOR A 10A PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL- 10 PSF By Date BCDL• 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL- 66 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. 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 Backeharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPT[ONS. the General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 1 8613 MERANO AVE LOT / BLOCK: "I SUBDIVISION: WATERSTONE CITY: I FT PIERCE DRAWN BY: KSANCHEZ JOB tt : 2813238 DATE: I 071051202]SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. NBuild- C7' First -source L9M91 CornWining to serve you better 4408 Airport Road Plant City, FL 33563 Ph.(813) 30S•1300 Fax(813) 305-1301 Lumber design vaI448 Are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 2813238 - 2000 B 3CAR 1 OX20 LANAI BLK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2000 B 3CAR 10X20 T gde� 30611hCAR 1 OX20 Lot/Block: 64/1 Subdivision: WATERSTONE-8613 Merano Ave Address: 8613 Merano Ave; . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. . Name: License #: Address: City: State: ° General Truss Engineering Criteria & Design. Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Coder FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24587306 A09 7/6/21 23 T24587328 C3 7/6/21 2 T24587307 A10 7/6/21 24 T24587329 C3P 7/6/21 3 T24587308 All 7/6/21 25 T24587330 C3S 7/6/21 4 T24587309 Al2 7/6/21 26 T24587331 C3V 7/6/21 5 T24587310 A13 7/6/21 27 T24587332 C5 7/6/21 6 T24587311 A14 7/6/21 28 T24587333 C5P 7/6/21 7 T24587312 A15 7/6/21 29 T24587334 C5S 7/6/21 8 T24587313 A16 7/6/21 30 T24587335 C5V 7/6/21 9 T24587314 A18 7/6/21 31 T24587336 D01 7/6/21 10 T24587315 Al9S 7/6/21 32 T24587337 D02 7/6/21 11 T24587316 A20S 7/6/21 .: 33 T24587338 D03 7/6/21 12 T24587317 A21 S 7/6/21 :: 34 T24587339 E4 7/6/21. 13 T24587318 A22S 7/6/21 35. T24587340 E4A 7/6/21 14 T24587319 A23S 7/6/21 36 T24587341 E7 7/6/21 15 T24587320 A24S 7/6/21 37 T24587342 UP 7/6/21 16 T24587321 B01 A 7/6/21 38 T24587343 EN 7/6/21 17 T24587322 B02 7/6/21 39 T24587344 G01 S 7/6/21 18 T24587323 B06 7/6/21 40 T24587345 G02S 7/6/21 . 19 T24587324 Cl 7/6/21 41 T24587346 G06S 7/6/21 20 T24587325 C1 P 7/6/21 42 T24587347 G07S 7/6/21 21 T24587326 C1 S 7/6/21 43 T24587348 GOBS 7/6/21 22 T24587327 C1 V 7/6/21 44 T24587349 H7 7/6/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the junsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon. parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the > applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. IN F "• .� ?3 ATE OF • w� ORI.OP.•`:�� ,N A1- % Jo uln Velez P No.68182 M k USN, Inc. Cert8634 60 Parke East B d. Tampa FL 3361t1 July 6,2021 Velez, Joaquin 1 of 2 It RE: 2813238 - 2000 B 3CAR 1 OX20 LANAI BLK Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2000 B 3CAR 1 OX20 Model: 2000 B 3CAR 1 OX20 Lot/Block: 64/1 Subdivision: WATERSTONE-8613 Merano Ave Address: 8613 Merano Ave,. City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24587350 H7P 7/6/21 46 T24587351 H7V 7/6/21 47 T24587352 L01 7/6/21 48 T24587353 L02 7/6/21 2of2 Job Truss Truss Type i Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587306 2813238 A09 Roof Special 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:45 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-5rD?QRvQcOWZNwkFAFj?rU2aoZoAlcyGy7Td4wz—pmy r1-4-0 6-1-14 8-8-0 13-1-12 19.4-0 25-6-4 30.0-0 32-6-2 , 38-8.0 AO-O-q 1-4 r 6-1.14 4-5-12 6-2-4 6-2-4 4-5-12 2-6-2 6-1-14 5x6 = 4xB \\ 4xn i/ 5x8 ZZ 4x12 % 3.q0 12 0 16-3-7 22-4-9 30-0-0 38-8-0 8-8-0 7-7-7 6-1-2 7-7-7 8.8-0 Plate Offsets (X,Y)-- [2:0-2-15,0-0-51, f2:0-0-3,1-11-71, [3:0-3-0,0-3-01, [9:0-3-0,0-3-01, [10:0-0-3,1-11-71, [10:0-3-11,0-1-21, [12:0-6-12,0-5-01, [16:0-5-8,0-5-41 Scale=1:70.4 0 0 m N Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Vert(LL) 0.63 15-16 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.87 15-16 >531 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FB02020[TP12014 Matrix -AS Weight: 236lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 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=-425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) 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=-5814/2847, 3-4=-5556/2678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=-2825/1672, 7-8=-5247/2783, 8-9=-5238/2679, 9-10= 5497/2858 BOT CHORD 2-16=-2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=-1368/3026, 10-12=-2465/5029 WEBS 6-13= 614/1320, 7-13=-1139/780, 7-12=-1086/2370, 6-15=-610/1380, 5-15=-1205/776, 5-16=-1094/2569, 3-16=-275/281, 9-12=-285/280 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 19-4-0, Extedor(2R) 19-4-0 to 23-4.0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MW FRS 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, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 10=920. 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 shgetrock be applied directly to the bottom chord. Joaquin VelerPE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Paike East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 propedy 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/Tplf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 B 3CAR 1 OX20 LANAI ELK T24587307 2813238 A10 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:46 2021 Page 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-Z2nOdnw2NKeQ?4JSjz8EOhbokz8XU3vQBnDAcNz—pmx 19-8-0 -1-4.0 6.1-14 8.8-0 13-1-12 19-0.0 1 22-4.9 25.6.4 30-0.0 32.6-2 38-8.0 U•0- 1-4-0 6-1-14 2-6-2 4-5-12 5-10-4 0-4- 2-8-9 3-1-11 4-5-12 2-6-2 6-1-14 0-4-0 Scale=1:73.2 5x6 = 6.00 12 4xB \\ 412 !::- 3.00 f 12 5x8 = 48 // B-8-0 7-7-7 ' 1-8.9 ' 4-4-9 17-7-7 18-8.0 Plate Offsets (X,Y)-- [2:0-2-15,0-0-51, [2:0-0-3,1-11-71, [3:0-0-4,0-0-0], [4:0-4-0,0-3-41, [8:0-4-0,0-3-41, [10:0-3-11,0-1-21, [10:0-0-3,1-11-71, [12:0-6-8,0-5-0], [16:0-6-12,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.55 15-16 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.78 15-16 >598 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 253 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 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=418(LC 11) Max Uplift 2=-920(1DC 12), 10— 920(LC 12) Max Grav 2=1724(LC 17), 10=1724(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5819/2847, 3-4=-5564/2681, 4-5=-5512/2748, 5-6=-2934/1697, 6-7=-2868/1690, 7-8=-5195/2746, 8-9=-5246/2688, 9-10=-5506/2859 BOT CHORD 2-16=-2430/5645, 15-16=-1380/3462, 13-15=-730/2248, 12-13— 1407/3088, 10-12=-2465/5038 WEBS 6-13=-604/1312, 7-13=-1138/775, 7-12=-1010/2242, 6-15=-601/1371, 5-15=-1202/771, 5-16— 1009/2432, 3-16=-284/276; 9-12=-294/276 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 19-4-0, Exterior(2R) 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 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, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 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) 2=920, 10=920. 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 Joaquin Velez PE No.89182 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904,Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ,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 vedfvthe 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 ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK i T24587308 2813238 All Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U S Jun 2 2U21 MI I eK industries, Inc. I ue Jul 6 IU:U/:4/ 2U21 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-1ELmg7xg8emGdEueHglTxv7ulNWKDVIZQRyj9pz pmw r1-4-Q 6-11-13 B-8-0 12�1 17-0-0 21-8-0 26-4-5 30-0-0 38-8-0 A0-0-Q 1.4.0 6-11-13 1-8-3 3-7-11 4-8-5 4-8.0 4-8-5 3-7-11 8-8-0 1-4-0 6.00 Fl2 4x8 :::: 3.00 12 5x8 = 8-4-0 4-8-0 5x6 = 38-8-0 4x8 Scale=1:73.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.89 BC 0.83 WB 0.84 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.57 14-15 >807 240 -0.76 14-15 >607 180 0.46 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 228lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7= 2421/1609, 7-8=-4745/3003, 8-9=4794/2804 BOT CHORD 2-15=-2328/4481, 14-15=-1476/2927, 12-14=-904/2127, 11-12=-1525/2892, 9-11=-2389/4342 WEBS 3-15=-349/40515-14=-435/856, 6-12=-429/809, 8-11=-355/405, 4-15=-1170/2126, 4-14= 1113/785, 7-12=-1041/791, 7-11=-1187/1979 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=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterfor(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, Extedor(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=920, 9=920. 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 shoetrock be applied directly to the bottom chord. Joaquin Velez PE lio.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web,and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR.1 OX20 LANAI BLK t T24587309 2813238 Al2 Hip Truss 1 1 Job Reference (optional) Bur mers Ftrstsource (plant tatty, t-L), mant tatty, t-L - 33bbl, 1:3.43U s JUn Z Guzi mi I eK mousines, Inc. I ue JUI b 1 u:u/:4b ZU4i rage 1 I D:20VQZH In97x9G5M9NmJalQz3 Stx-VQv82Txlvxu7 ENTgrO GiT6g4_npZyO3if5i Hh Fz—pmv r1-4-q 7-3-3 8-8-0 15-0-0 23-8-0 30-0-0 $1-4-1� 38-8.0 �0-O- 1-4.0 7-3.3 -4-14 6-4-0 8-8-0 6-4-0 4-14 7-3-3 1-4-0 Scale= 1:73.2 5x6 = 6.00 12 3x4 = 5x6 — 5 256 26 7 27 5x6 5x6 2x4 4 24 8 2x4mo 3 9 ST1.5x8 STP = ST1.5x8 STP = 23 28 co 2 16 15 29 14 30 13 12 10 m o 11 N 1 7x8 = 4x8 = Sx8 = 4x8 = 7x8 = o Iv d 5x8 5x8 ::7- 3.00 12 8.8-0 15-0.0 23-8-0 30.0-0 _ i 38-8.0 8-8-0 6-4-0 8-8-0 6-4-0 8-8-0 Plate Offsets (X Y)-- [2:0-3-11 0-1-2] [4:0-3-0 0-3-0] [5:0-3-0 0-2-0] [7:0-4-0 0-2-8][8:0-3-0,0-3-0],[10:0-3-11,0-1-21,[12:0-4-0,0-5-0],[16:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.81 Vert(LL) 0.5912-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.86 13-15 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 225lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 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=1733(LC 18) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900, 3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671, 6-7=-2722/1689, 7-8=-3064/1762, 8-9=-5304/2891, 9-10=-5476/2932 BOT CHORD 2-16=-2465/5463, 15-16=-2243/5079, 13-15= 1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=-617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233, 8-12=-623/1508, 6-15=-320/221, 6-13=-284/198 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 Extedor(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 & MW FRS 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, with BCDL = IO.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 10=920. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587310 2813238 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:49 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-zdTW FpywgFO_sX2OP5nxoKDELBBI hN9stlRgDiz—pmu ri-4-Q 8-8-0 13-0.0 19-4-0 25.8-0 30-0-0 38-8-0 to 1-4-0 8-8.0 4-4-0 6.4-0 6-4.0 4-4-0 B-8-0 1-4-0 6.00 FIT 5x8 -�, 2x4 11 5x8 4 22 235 24 25 6 48 = 3.00 12 48 zZ Scale=1:73.2 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 YES Code FBC2020ITP12014 CSI. TC 0.83 BC 0.81 WB 0.95 Matrix -AS DEFL. in (Icc) I/defl Lid Vert(LL) 0.64 11 >722 240 Vert(CT) -0.87 10-11 >535 180 Horz(CT) 0.48 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 210lb 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 2x6 SP No.2 WEBS 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) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=-4763/3074, 7-8=-4813/2854 BOT CHORD 2-13=-2376/4397, 11-13=-1365/2733, 10-11 =-1 392/2733, 8-10=-2438/4362 WEBS 3-13=-376/481, 4-13=-1338/2243, 4-11=-257/703, 5-11=-374/409, 6-11=-256/703, 6-10=-1357/2120, 7-10=-379/481 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 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920,8=920. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web,and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability'and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnforroation available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587311 2813238 A14 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 22021 MiTek Industries, Inc. Tue Jul 6 10:07:51 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-w?aHgU_ACsGi5rBPW WgP511aC_td9HL9L3wxlaz_pms rt-4-Q 8-8.0 11-0-0 19-4-0 27-8-0 , 30-0-0 , 38.8-0 40-0-q 1-4-0 8-8-0 2-4-0 8-4-0 B-4-0 2-4-0 8-8-0 1-4-0 6x8 = m 0 7x8 = 6x8 = 22 23 5 24 25 6 9v4 II Scale=1:71.7 4x8 4x8.5:: 3.00 12 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)-- [2:0-6-3,0-0-2), [4:0-4-0,0-1-15], [5:0-4-0,0-4-8), [6:0-4-0,0-1-15), [8:0-6-3,0-0-2), [10:0-6-8,0-3-121, [13:0-6-8,0-3-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.66. 11 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.87 10-11 >536 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 220 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 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=4822/2804, 3-4=-4756/3053, 4-5= 4211/2614, 5-6=-4211/2614, 6-7— 4756/3084, 7-8=-4822/2836 BOT CHORD 2-13=-2354/4369, 11-13=-1670/3243, 10-11 =-1 692/3243, 8-10=-2415/4369 WEBS 3-13=-325/480, 4-13=-1172/1881, 4-11=-579/1199, 5-11=-555/580, 6-11= 578/1199, 6-1 0=-1 188/1785, 7-10=-331/479 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 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 & MW FRS 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=92018=920. 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. Joaquin VelaPE No.68192 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 © WARNING - Verity designparameters 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 wt a truss system. Before use, the building designer must verity 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 membersonly. Additional. temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 B 3CAR I OX20 LANAI BILK i T24587312 2813238 A15 Hip Truss 1 1 Job Reference (optional) t3unaers Flrsibource tenant Lorry, t-L), Plant udty, t-L - d3bbl, b.4JU s Jun z 2uzl mi I eK Inaustnes, Inc. I Ue Jul b l U:U/:bz 2u21 rage i I D:20VQZH In97x9G5M9NmJalQz3Stx-OC8fuq-rzAOZj?mb4ELeeyrm_OBbunXlZjgUgOz-lmr r1-4-q 6-2-7 9-0.0 15-10-11 22-9-5 29-8.0 32-5-9 , 38-8-0 AD-O-q 1-4-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10.11 2-9-9 6-2-7 1-4-0 6.00 F12 3x4 3 3x8 � 3.00 F12 7x8 = 4x4 = 7x8 = 4 26 27 5 28 6 29 30 46 = 7x8 = 31 7 -' 3x4 8 32 33 ST1.5x8 STP= 3x8 Scale=1:71.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 - Vert(LL) 0.99 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 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020/fP12014 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(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, Extedor(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 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except GWb) 2=920, 9=920. 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 sb.etrock be applied directly to the bottom chord. Joaquin Velez PE No.68102 MiTek USA, Inc. FL Cert 6634 69041parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 MITL'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 tmss systems, see ANSUTPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK 4 T24587313 2813238 A16 HIP TRUSS 1 q a7 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:53 2021 Page 1 ID:20VQZH In97x9G5M9NmJaIQz3Stx-sOi 15A?RkUW QL9LoexstAAN?UocsdG9SoNP2MTz-pmq 33-5-7 rt-4-00 5-4-10 , 7-0-0 13-3-0 19-4-0 25-5-0 31-3-8 31r8-0 38-8-0 Ao-o-a 1.4-0 5-4-16 1-7-6 6-3-0 _ 6-1.0 6-1-0 5-10-8 0-4-8 5-2-9 1-4-0 1-9-7 Scale=1:71.5 6x8 = 6.00 12 7x8 = 4x4 = 7x8 = 2x4 zz� 3 421 22 5 6 23 6xB = 7 2x4 • 2 8 CV ST1.5xB STP= N 1 M 15 24 14 13 12 N op 9 10 11 0 8x12 = 5x8 = 10x12 = 3x6 11 25 Iv d 46 10x12 = ST1.5x8 STP = 3.00 12 5x6 ZZ • 7-4-8 13-3-0 19-4-0 25-5-0 31-3-B 31r8-0 38-8.0 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gdp.DOL .1.25 TC 0.57 Vert(LL) 1.10 13-14 >417 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -1.14 13-14 >404 180 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.43 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 746 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. 7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 13-15,11-13: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=-166(LC 6) Max Uplift 1=-2012(LC 8), 9=-2111(LC 8) Max Grav 1=3527(LC 13), 9=3563(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 256 (lb) or less except when shown. TOP CHORD 1-2=-12862/7268, 2-3=-13599/7690, 3-4=-18489/10710, 4-5=-18489/10710, 5-6=-20943/12213, 6-7= 13023/7373, 7-8=-13176/7466, B-9=-12983/7356 BOT CHORD 1-15=-6513/11954, 14-15= 7180/13270, 13-14=-11975/21030, 12-13=-1098B/19300, 11-12=-10978/19333, 9-11=-6622/11998 WEBS 3-15— 1838/3744, 4-14=-739/788, 5-13— 150/386, 6-13=-1055/1784, 6-12=0/432, 7-11= 2858/5375, 2-15=-737/1262, 8-11=-326/589, 3-14=-3369/5636, 5-14=-2718/1596, 6-11=-6690/4033 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2"rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wig fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 9 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 (jt=lb) 1z 2012, 9=2111. OddtFaUddrdtacr,*%t9p end with 7-0-0 end setback Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587313 2813238 A16 HIP TRUSS 1 3 Job Reference (optional) ouncers rlrsmource jriam uny, t-Li, riani cl1y, rL - aaooi, o.vau s dun Z ZUZ r Mi I eK inuusmes, inc. i ue dui O i uwt;na ZUZ i rage Z I D:20VQZHln97x9G5M9NmJaIQz3Stx-sOi 15A?RkUW QL9LoexstAAN?UocsdG9SoNP2MTz—pmq NOTES- 12) 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: 1-3=54, 3-7— 112(F= 58), 7-10= 54, 1-24= 20, 15-24=-42(F= 22), 11-15=-42(F=-22), 11-25=-42(F=-22), 18-25=-20 Glncentrated Loads (lb) Vert: 24=-475(F) 25=-475(F) A WARNING - Verity designparameters 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, 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 , ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR I OX20 LANAI BLK T24587314 2813238 A18 HIP 1 1 Job Reference (optional) tjmloers mrstbource Imam t ny, ref, mam Lmy, rL - Jdbur, c.4au s dun z zurt mi r eK incustnes, inc. i ue dui o I u:u/:o4 zuz r rage i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?7KaGPJW03VneHylw_BeN6jNw3YCrMMfUb119buvz—pmp r1-4-Q 6-1-1 8-9-15 13-3-0 17-10-0 20-1%0 , 25-5.0 29.10-1 , 32-6-15 W-11-0 AO-0 Q 1-4-0 6-1-1 M-14 4-5-1 4-7-0 3-0-0 4-7-0 4-5-1 2-8-14 6-1-1 Scale=1:73.8 5x6 = 5x8 = 6.00 12 7 8 3x10 i 3x10 6 9 5x6 5- P7 28 5 5x6 m 4 10 Cn 2x4 Z 11 2x4 3 12 ST1.5xB STP = ST1.5x8 STP 26 29 19 17 16 1 2 7x10 = 18 3x4 = 15 7x10 = 0 0 13 Ia �`� 0 4x6 - 14 0 3x8 = 48 = 4x8 3.00 FIT 8-8-0 17-10-0 20-10-0 , 30-0-0 38-8-0 B•8-0 9-2-0 3-0-0 9.2-0 8-8-0 Plate Offsets (X Y)-- [2:0-1-14 Edge] [4:0-3-0 Edge] [7:0-3-0,0-2-01, [8:0-6-0,0-2-8], [11:0-3-0,Edge], [13:0-1-14,Edge], [15:0-1-12,Edge], [19:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.78 15-18 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.14 15-16 >406 180 BCLL 0.0 ' Rep Stress Incr 'YES WB 0.88 Horz(CT) 0.61 13 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 214 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. 2-19,13-15: 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, 13=0-8-0 Max Horz 2=395(LC11) Max Uplift 2=-920(LC 12), 13=-920(LC 12) Max Grav 2=1503(LC 1), 13=1503(LC1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown'. TOP CHORD 2-3=-4730/2778, 3-5=74521/2613, 5-6=-4573/2774, 6-7=-2276/1511, 7-8=-1995/1422, 8-9=-2274/1513, 9-10=-4573/2806, 10-12=74521/2645, 12-13=-4731/2808 BOT CHORD 2-19=-2360/4466; 17-19=-1303/2693, 16-17=-809/1992, 15-16=-1349/2657, 13-15=-2420/4266 WEBS 3-19=-168/257, 5-19=-259/269, 6-19=-1102/2140, 6-17==1043l764, 7-17=-471/800, 8-16=-474/819, 9-16=-982/772, 9-15=-1122/2006, 10-15=-252/267, 12-15=-188/257 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 17-10-0, Exterior(2E) 17-10-0 to 20-10-0, Extedor(2R) 20-10-0 to 26-5-14, Interior(1) 26-5-14 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 13 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=020, 13=920. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 4 Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587315 2813238 A19S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:56 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-GzOAjC1JOPu?Cc4NJ3Qaoo?OZ?YOgaCuULeizoz—pmn r1-4-01 5-11-1 8-8-0 15-10-0 19-8-0 22-1l 29-9-0 38-8-0 1-4-0 5-11-1 2-B-15 7-2.0 3-10-0 3-2-0 6-11.0 8-11-0 co 0 6.00 12 5x6 = 46 = 5x8 5 26 6 27 7 14 13 12 -- lU 4x8.� 3.00 12 2x4 11 5x8 = 3x6 — 2x4 11 3x6 6-11-0 GaifQe] Scale=1:68.5 co m co 0 9 m N0 I4 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL - 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020fTP12014 CSI. TC '0:96 BC 0.92 WB 0.80 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.61 16-17 >757 240 Vert(CT) -0.79 16-17 >589 180 Horz(CT) 0.41 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 218 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: 2-17,15-17: 2x4 SP No.i, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 7-12, B-12 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=348(LC 11) Max Uplift 2=-921(LC 12), 9=-803(LC 12) Max Grav 2=1506(LC 1), 9=1432(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4711/2918, 3-4=-4568/2846, 4-5=-2622/1710, 576=-2286/1651, 6-7=-2409/1705, 7-8=- 1991/1401, 8-9=-2635/1656 BOTCHORD 2-17=-2563/4371, 1,6-17=-2320/4049, 15-16=-1197/2422, 10-12=-1331/2301, 9-10=-1332/2300 WEBS 4-17=535/1191, 4-16=-1945/1266, 5-16=-394/811, 6-16=-397/174, 12-15=-1006/2093, 7-15=-83B/1607, 7-12=-873/406, 8-12=-820/606, 8-10=0/348 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 15-10-0, Exterior(2R) 15-10-0 to 21-5-14, Interior(1) 21-5-14 to 22-10-0, Exterior(2R) 22-10-0 to 28-5-14, Interior(1) 28-5-14 to 38-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68192 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, the. FL Cart 6634 2=921, 9=803. 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: • July 6,2021 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 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK i T24587316 2813238 A20S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:57 2021 Page 1 ID:hKY1 epgFiDwfFyJCybTuLLyv92?-k9yYxY2xni0spmfZtnxpLOYZFPu?Z_U1j?NFVEz—pmm �1-4-0 5-11-1 8-8-0 13-10-0 , 19-8.0 24-1%0 30-11-6 38.8-0 1-4-0 5-11-1 2-8-15 5-2-0 5-10.0 5-2-0 6-1-6 7-8-11 6.00 F12 5x6 = 46 = 5x8 = 5 26627 28 7 29 . 14 13 12 10 4x8 % 3.00 12 2x4 5x8 = 3x6 — 2x4 11 3x6 -6 8-8-0 15-2-0 15-10-0 38-8-0 Scale = 1:70.5 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/TP12014 CSI. TC 0.97 BC 0.93. WB 0.99 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.61 16-17 >756 240 Vert(CT) -0.74 16-17 >624 180 Horz(CT) 0.42 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 211 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: 2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=307(LC 11) Max Uplift 9— 803(LC 12), 2=-921(LC 12) Max Grav 9=1432(LC 1), 2=1506(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2942, 3-4=-4527/2816, 4-5=-2937/1896, 5-6=-2602/1793, 6-7=-2919/1984, 7-8=-2141/1467,8-9=-2696/1692 BOTCHORD 2-17=-2587/4328, 16-17=-2269/3951, 15-16=-1537/2941, 10-12=-1382/2361,' 9-10=-1382/2361 WEBS 4-17=-570/1171, 4-16=-1611/1052, 5-16=-525/997, 6-16=-583/291, 12-15=-983/1962, 7-15=-845/1517, 7-12=-435/230, 8-12= 703/537, 8-10=0/297 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.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-10-0, Exterior(2R) 13-10-0 to 19-5-14, Interior(1) 19-5-14 to 24-10.0, Exterior(2R) 24-10-0 to 30-5-14, Interior(1) 30-5-14 to 38-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building. designer should verify capacity of bearing surface. Joaquin Velez PE No.66182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, the. FL Cart 66U 9=803, 2=921. 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: - July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or,chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty . Ply 2000 B 3CAR I OX20 LANAI BLK 4 T24587317 2813238 A21S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:58 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-DMVw8t3ZY09jRwEIQUS2tD4k1 pDBIVDByf7pl gz—pml r1-4-0 5-11-1 8-8-0 , 11-10.0 , 19-8-0 26-10-0 32-1-10 38-8-0 1-4-0 5-11-1 2-8-15 3-2-0 7-10-0 7-2-0 5-3-10 6-6.6 1 5x6 = 4x6 = 5x8 = 5 26 27 6 28 29 307 14 13 12 '' 10 3x6 — 2x4 II 3x6 4x8 % 3.00 12 3x4 II 4x12 = 32-1-10 8-8-0 3-2-0 38-8-0 Scale=1:69.2 m m m 0 0 C7 N Iv 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.96 BC 1.00 WB 0.76 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.68 15-16 >683 240 Vert(CT) ' -0.92 15-16 >507 180 Horz(CT) 0.45 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 207 Ito 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: 2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 12-15, 7-15 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=265(LC 11) Max Uplift 9=-803(LC 12), 2=-921(LC 12) Max Grav 9=1432(LC 1), 2=1506(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2957, 3-4=-4504/2782, 4-5=-3366/2132, 5-6=-3032/1992, 6-7=-3703/2425, 7-8=-2297/1534,8-9=-2751/1728 BOT CHORD 2-17=-2603/4265, 16-17=-2236/3954, 15-16=-2043/3751, 6-15=-171/257, 10-12=-1431/2417, 9-10=-1431/2417 WEBS 3-17=-178/259, 4-17=-598/1114, 4-16=-12771835, 5-16=-64.1/1188, 6-16=-946/515, 12-15= 1056/2007, 7-15= 1130/1956, 7-12=-286/220, 8-12=-574/462 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 11-10-0, Exterior(2R) 11-10-0 to 17-5-14, Interior(1) 17-5-14 to 26-10-0, Exterior(2R) 26-10-0 to 32-5-14, Interior(1) 32-5-14 to 38-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss. connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MiTek USA, Inc. FL Cert 6634 9=803, 2=921. 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: July 6,2021 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 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 . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587318 2813238 A22S HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:07:59 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-hY31MD4CJKHa34px_CzHQRd_ODbel yvKAJsMa6z—pmk r1-4-0, 5-11-1 8-8-0 9-10-Q 14-11-4 19-8-0 24-3-0 28-10-0 31-6-10 ,33-5-12, 38-8-0 1-4-0 5-11-1 2-8-15 1-2-0 5-1-4 4-8-12 4-7-0 4-7-0 2-8-10 1-11-2 5-2-4 6x8 = 3x4 i 4x4 = 4 5 27 28 6 29 4x8 3.00 F12 7x8 = 4x6 = 4x4 11 6x8 = 9 '- 12 3x6 = Bx12 = Scale=1:69.0 3x8 = 8-8-0 9=10-0 19-8-0 28-10-0 38-8-0 8-8-0 1-2-0 9-10-0 9-2-0 9-10-0 Plate Offsets (X,Y)-- [2:0-6-7,0-0-2], [5:0-4-0,0-1-15], [7:0-4-0,0-4-8], [9:0-4-0,0-1-15], [11:0-8-0,0-0-10], [12:0-5-8,Edge], [14:0-2-0,0-0-0], [16:0-3-8,0-3-12], [17:0-4-0,0-4-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.68 15 >678 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.88 16-17 >527 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.41 11 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-7,7-9: 2x6 SP No.2 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* 7-14: 2x4 SP No.3, 13-15: 2x4 SP No.2, 11-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 12-16: 2x4 SP No.2 REACTIONS. (size)11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-921(LC 12) Max Grav 11=1432(LC 1), 2=1506(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4914/3080, 3-4=-4620/2800, 4-5=-4095/2498, 5-6=-3786/2323, 6-7=-4919/3036, 7-8=-4848/3022, 8-9=-2215/1501, 9-10=-2439/1612, 10-11 =-2669/171 0 BOT CHORD 2-18=-2725/4472, 17-18=-2225/4048, 16-17=-2621/4623, 11-12= 1390/2346 WEBS 3-18= 300/388, 4-18=-617/943, 4-17=-824/625, 5-17=-922/1592, 6-17=-1059/766, 6-16= 102/438, 12-16=-1895/3262, 8-16=-965/1831, 8-12=-1696/1116, 9-12=-590/966, 10-12=-385/431 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 1 Row at micipt 12-16, 8-12 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-10-0, Exterior(2R) 9-10-0 to 15-5-14, Interior(1) 15-5-14 to 28-10-0, Exterior(2R) 28-10-0 to 34-5-14, Interior(1) 34-5-14 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 jive load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at'joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=80212=921. 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 Vt,eetrock.be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Wit 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 BCSI Building Component 6904 Parke East Blvd. Saletylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587319 2813238 A23S HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:01 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-dwB3nv5SrxXHINyK6d?mVsiHwOFLVpQdedLTe?z—pmi 1-4-0 5-5-0 7-10-0 -8- 13.9-0 1.9;M 25-3-0 30-10-0 38-8-0 1-4-0 5-5-0 2-5-0 0-10- 5-1-0 5-11-0 5-7-0 5-7-0 7-10-0 7x8 = 3x8 = 6.00 F12 4 5 2x4 ' 3 ST1.5xBSTP= 27 26 w 2 dI 1 0 4xB � 3.00 12 7-10-0 6x8 = 2x4 II 6x8 = 7xB = 28 629 7 30 B 31 9 32 33 16 18 17 12x14 — 19 — n n 4x6 = 10x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL, 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020[TP12014' LUMBER - TOP CHORD 2x4 SP M 31 *Except* 1-4,9-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 2-18: 2x6 SP No.2,,16-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-16,8-16: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=183(LC 11) Max Uplift 10=-802(LC 12), 2=-921(LC 12) Max Grav 10=1432(LC 1), 2=1506(LC 1) Scale=1:69.2 15 14 .13 12 11 3x4 11 5x12 = 3x6 = 2x4 11 3x6 = 19-8-0 25-3-0 30-10-0 38-8-0 5-11-0 5-7-0 5-7-0 7-10-0 1, [6:0-4-0,Edge], [8:0-2-4,Edge], [9:0-5-8,0-2-4]; [10:0-2-12,0-1-81' CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.86 Vert(LL) 1.15. 15 >402 240. MT20 244/190 BC 0.91 Vert(CT) -1.40 15 >331 180 WB 0.93 Horz(CT) 0.53 10 n/a n/a Matrix -AS Weight: 210 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 13-16, 8-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4937/3050, 3-4=-4730/2812; 4-5=-5082/3091, 5-6=-6700/4015, 6-7=-7221/4355, 7-8=-7113/4302, 8-9=-3191/2088, 9-10=-2665/1663 BOT CHORD 2-19=-2699/4490, 18-19=-2395/4371, 17-18=-2822/5082, 16-17=-3760/6721, 7-16=-264/283, 11-13=-1326/2333, 10-11=-1327/2326 WEBS 5-17— 998/1814, 6-17=-510/430, 6-16=-354/624, 13-16=-1862/3238, 8-16=-2317/4104, 8-13=-1722/1123, 9-13=-605/1167, 9-11=0/296, 3-19=-202/331, 5-18= 790/587, 4-18=-1409/2138 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-10-0, Exterior(2R) 7-10-0 to 13-5-14, Interior(1) 13-5-14 to 30-10-0, Exterior(2R) 30-10-0 to 36-5-14, Interior(1) 36-5-14 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=802,2=921. 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type t Oty Ply 2000 B 3CAR 10X20 LANAI BLK T24587320 2813238 A24S ROOF SPECIAL 1 3 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:03 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-ZJJpBb7iNYn?Yh6jD12EaHoing2izmPw5xgajuz_pmg ri-4.0 5-12-0 8-8-.0 12-6.5 16-1-3 19-8-0 24-10-0 28.1%0 33-5-12 35@ 8-0 r4-0 5-10-0 2-10-0 3-10-5 3-6-13 13 5-2-0 4-0.0 4-7-12 5-2-4 Scale=1:71.8 5z6 = 4x4 = 10 = 6.00 12 5x8 4x4 = 4x6 = 4x4 = Sx8 = 3 4 5 7 8 9 35 11 ST1.5x8 STP = 36 30 29 18 o m Cn 2 22 21 6x8 20 19 12xl4 II m w o 12 a .41 1 2x4 I I 0 4x4 = 4x4 = Iv 16 15 14 13 17 4x8 = 3x6 = 3x4 = 3x6 = 4x6 ::73.00 12 3x4 II THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'70" OF UNIFORM LOAD AS SHOWN. 5-10-0 8.8-0 12-6-5 16-1-3 19-8-0 24-10-0 31-5-12 38-8-0 5-10-0 2-10-0 3-10-5 3.6-13 3.6-13 5-2-0 . 6-7-12 7-2-4 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [6:0-3-0,Edge], [9:0-5-8,0-2-01, [18:0-5-8,Edge], [21:0-4-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TIC 0.51 Vert(LL) 1.44 17 >321 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -1.75 17 >265 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.54 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 624 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: 2-21: 2x6 SP No.2, 18-21,8-16: 2x6 SP M 26 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 12=-802(LC 12), 2=-920(LC 12) Max Grav 12=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=-4970/3137, 3-4=-10070/6227, 4-5=-12517/7636, 5-7— 14045/8549, 7-8=-13752/8398, &9=-10220/6291, 9-10=-5018/3318, 10-11=-2651/1781, 11-12=-2803/1835 BOT CHORD 2-22= 2824/4513, 21-22= 2799%4499, 20-21=-6121/10184, 19-20=-7479/12517, 18-19=-8392/14045, 15-16=-1335/221,1, 13-i5=-1225/2126, 12-13=-1540/2475 WEBS 3-21=-3594/5947, 4-21=-703/527, 15-18=-1384/2254, 9-18=-3592/6047, 9-15=-3646/2472, 10-15=-2334/3622, 10-13=-242/458, 11-13=-303/366, 4-20=-1396/2400, 5-20=-591/437, 5-19=-941/1575, 7-18=-418/251 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-10-0, Exterior(2R) 5-10-0 to 9-10-0, Interior(1) 9-10-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on Daae 2 Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587320 2813238 A24S ROOF SPECIAL 1 3 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 MI I eK industries, Inc. I ue Jul 6 1 U:Ut3:U3'LU'Ll Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-Z)JpBb7iNYn?Yh6jD12EaHoing2izmPw5xgajuz—pmg NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=802, 2=920. 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 bottom chord. A WARNING - Verify designparameters 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 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587321 2813238 B01A GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:04 2021 Page 1 ID:2HENbgKpKuCLMGubem975iyKvFi-1 VtBPx8K8sysgrhvnlZT7UKy EVZiNH3Kba7FKz—pmf 1-4-0 6-4-0 12-8-0 14-0-0 1-4-0 6.4-0 6-4-0 Scale=1:25.4 4x4 = m Io - 5x12 11 2x4 11 2x4 11 2x4 11 5x12 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-S Weight: 64 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-144(LC 10) Max Uplift All uplift 100 lb or less at joints) 16,12 except 2=-198(LC 12), 10=-198(LC 12), 15=-128(LC 12), 13=-128(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 10, 14, 15, 16, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-83/252, 6-7=-83/252 WEBS 5-15=-130/293, 3-16=-156/266, 7-13=-132/294, 9-12=-156/266 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.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 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. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and 0185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12 except (It=1b) 2=198, 10=198, 15=128, 13=128. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 ANS11Tp/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587322 2813238 B02 Common 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2U21 MI I eK Industries, Inc. I ue Jul li I U:Ud:U4'LULI rage 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-1 VtBPx8K8sysgrhvnlZT7UKspEOKiNz3Kba7FKz--pmf 1-4-0 6-4-0 12-8-0 14-0-0 1-4-0 6-4-0 6.4-0 Scale=1:24.7 4x8 = m Io 3x4 = 3x4 = 6-4-0 12-8-0 6.4-0 6-4-0 Plate Offsets (X,Y)-- 12:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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/TPI2014 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=0-8-01 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: ASIDE 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(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MW FRS 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=37814=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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Job Truss Truss Type t Cry Ply 2000 B 3CAR 10X20 LANAI BLK T24587323 2813238 B06 Common 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 1 6-4-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:05 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-ViQZcH8zvA1 jn7G5LS4ifitOZdibRgCDZFJgnmz—pme 12-8-0 Scale: 1/2"=l' 4x8 = Im v 0 4x4: 44 = 640 128-0 6-4-0 6-4-0 Plate Offsets (X,Y)-- [4:0-1-4,Edge] LOADING (psf) TCLL 20.0 TCDL 7.0. BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.69 BC 0.63 WB 0.11 Matrix -AS DEFL. in Vert(LL) 0.10 Vert(CT) -0.09 Horz(CT) 0.01 (loc) I/defl Ud 5-8 >999 240. 5-8 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 47lb 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) 4=0-8-0,'2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 4=-257(LC 12), 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 668/861, 3-4=-652/853 BOT CHORD 2-5— 554/542, 4-5=-554/542 WEBS 3-5=-63/284 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.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Extedor(2N) 10-4-0 to 12-8-0 zone;CrC for members and forces & MW FRS 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=257, 2=385. 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: July 6,2021 & WARNING - Verify designparameters 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 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 ANSLITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587324 2813238 C1 Jack -Open 7 1 Job Reference (optional) i3wiciers Firstsource (mant Gty, FL), mant Gity, I-L - 33567, 1-4-0 8.430 s Jun 2 2021 Mi I eK Industries, Inc. I ue Jul 6 10:08:06 2021 Nage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-_u_xgd9bgT9aP8rluAbxCvQG31 BjAH8Mnv3EJCz—pmd Scale =1:7.6 Plate Offsets (X,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 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 FBC2020/fP12014 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=0-8-0, 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) Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 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 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 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ,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 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 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 . ANSNTPII Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Type i Qty Ply 2000 B 3CAR 10X20 LANAI ELK T24587325 2813238 C1 P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:06 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-_u_xgd9bgT9aP8rluAbxCvQG31 BIAHBMnv3EJCz—pmd -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL - 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 FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=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. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(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 jive 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=246. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904'Paike East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587326 2813238 cis JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:07 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-S4YK1 yADRnHRO]QUSt6Ak7yWfRW gvkNVOZonsfz—pmc 0-11-4 0-11-4 0-11-4 0-11-4 Scale =1:6.9 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 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 FBC20201TP12014 Matrix -MP Weight: 3Ib 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2� 20(LC 12), 3=-B(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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45111; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for 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 othermembers. 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) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 6,2021 ® 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 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587327 281323E C1 V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:OB:08 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-wH6i FIBrC5PIeS?gObdPHKVcYrsBeBdfFCYL05z—pmb -1-4-0 0-11-4 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC 0.32 Vert(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- 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 6-0-0 oc bracing. 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. 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) 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 of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=211. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .July 6,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type {I Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587328 2813238 C3 Jack -Open 7 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:08 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-wH6i FIBrC5P IeS?gObdPHKVcYrrBeBdfFCYL05z—pmb -1-4.0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip: DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 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 We We BCDL 10.0 Code FBC2020/fP12014 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=0-8-0, 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. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=41t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone;C-C for members and forces, & MW FRS 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 jive 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 othermembers. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 66U 6904,Parke East Blvd. Tampa fL 33610 Date: July 6,2021 A WARNING - Verify design parametersandREAD 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 properiy,incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type a I Oty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587329 2813238 C3P . JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:09 2021 Page 1 ID:oHrRCdpcl quXgUg6?iPJRzdjtT-OTg4SeCTyOX9Gcasal8egY2nlF9cNetoUsHuwXz—pma 2-11-4 I6 2-11-4 2-11-4 Plate Offsets (X Y)-- [2:0-0-4,0-0-0) Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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/TP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc 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.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate_ capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=245. Joaquin Velez PE, No.68182 MiTek USA, Inc. FL Cert 6634 69.04.Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 B 3CAR 10X20 LANAI BLK T24587330 2813238 C3S JACK -OPEN 1 1 Job Reference (optional) BUllclers Flrstsource (Plant city, I-L), mam city, FL - 33567, 1 8.43U s Jun 'L zuzi MI I eK mauslnes, Inc. i ue JUI 6 lU:ud:l U 2U21 vage l ID:mMgipKnMQsfOZoRmROHYCzMWVQ-sfESf C5jifOtm8370gtMIa_FeVc657yiW1RT—z—pmZ 2-11-4 2x4 = 3 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TIC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 . 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/TP12014 Matrix -MP Weight: 9 lb FT = 20 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 Grev 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or:10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16, Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS 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 jive 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 othermembers. 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) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE 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 membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587331 2813238 C3V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:10 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-sfESf_C5jif0tm8370gtMlax2eXd657yi W 1 RT_z—pmZ -1-4-0 2-11-4 1-4.0 2-11-4 Scale=1:12.7 . LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 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 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=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3= 67(LC 12), 2=7174(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. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=406; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of-20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��' a truss system. Before use, the building designer must verify the 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203, Waldorf, MD 20601 . . Tampa, FL 36610 Job Truss Truss Type , City Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587332 2813238 C5 Jack -Open 7 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:11 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-KsogtKDjUOntVwj FhjB6vz73E2o?rYN5xAm?7Qz-1mY -1-4-0 4-11-4 , 1-4-0 4-11-4 3x4 = 1-4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 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 Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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=0-8-0, 4=Mechanical Max Horz 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. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=451t; L=4011; 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 4-10-8 zone;C-C for members and forces & MW FRS 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=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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 Mfek® 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?Pll Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t f Oily Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587333 2813238 C5P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:11 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-KsogtKDjUOntVwjFhjB6vz7?B2hmrYN5xAm??Oz—PmY -1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 [nor YES WB 0.00 Horz(CT) , -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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 Horz 2=214(LC 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=404; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Extedor(2R) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=145, 2=300. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 B 3CAR 10X20 LANAI BLK T24587334 2813238 C5S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:12 2021 Page 1 ID:mMgi pKnMQsfOZioRmROHYCzM W VQ-o2MD4gEM FJvj731RFQiLRAgDDS6Ya?dFAgWYXsz—pmX 4-11-4 I6 3x4 = 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) 0.08 3-6 >749 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 ' Rep Stress ]net YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Scale = 1:16.9 PLATES GRIP MT20 244/190 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; VuIt=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 Extedor(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 Ito uplift at joint(s) 1, 3 except Qt=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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSI?P11 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 Job Truss Truss Type t Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587335 2813238 C5V. Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:13 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-GEvblOF_Odl akDtepBDa_0005sSnJSt000F531z—pm W -1-4-0 4-11-4 1-4-0 4-11.4 _m 0 Jx4 Scale=1:17.6 Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip'DOL 1.25 TIC 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07. 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -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 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; 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 4-10-8 zone;C-C for members and forces & MW FRS 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 at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=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. Joaquin Vel&PE No.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® 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 ANSUlPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ( + Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587336 281323E D01 Hip Girder 1 1 Job Reference o tional cuuaers rnsiouurce triani uiy, r. L/, riani i.ny, rL - aaaor, -1-4-0 , 7-0-0 Special 5x8 = ' NAILED 3 17 6.00 12 ST1.5x8 STP = co 2 �1 10 23 2x4 II NAILED 3x8 = Special u.4:lU a Jun z zuzi mi i eK InoustneS, Inc. i Ue Jul ti 1 u:utm 4 zuzi rage 1 ID:mMg1 pKnMQsfOZioRmROHYCzM W VQ-I RTzVM FcnxARMNSgMrkpXblXOGiA2fXXd8?fclz—pmV 13-6-0 20-0-0 27-0-0 28-4-0 id 6-6-0 6-6-0 7-0-0 1-4-0 Scale=1:49.2 NAILED NAILED Special 3x6 II NAILED NAILED 5x8 = 194 20 21 22 5 259 96 27 28 8 5x8 = NAILED NAILED 2x4 II NAILED Special NAILED m 0 ST1.5x8 STP= m 6 � 7 Io 3x8 = 7-0-0 13-6-0 1 20-0-0 27-0-0 7-0-0 6-6-0 6.6-0 7-0-0 _Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [3:0-5-8,0-2-4], [5:0-5-8,0-2-4], [6:0-8-0,0-0-14], [9:04-0,0-3-4] 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 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC g.86. Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 ' Rep Stress.lncr NO WB .87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -MS Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc puffins. 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./Maz. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 34=-4777/3083, 4-5=-4777/3083, 5-6= 4125/2540 BOT CHORD 2-10=-2077/3683, 9-10=-2080/3709, 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=-661726 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= .2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 ch rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 7) Provide mechanical connection (by others) of truss to bearing plate capat le of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1396, 6=1396. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails Per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb up at 19-11-4 on bottom chord. The design/selection of such connectionidevice(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) a Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® WARNING - Veridesi parameters arameters and READ NOTES ON THIS AND INCLUDED MI h 9 AK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon ara 9 y 9 P P stars shown and is for an individual building component, not 9 P � � a truss system. Before use, the building designer must verify the applicability of design t arameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or 5hord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and roperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 10X20. LANAI BLK T245B7336 2813238 D01 Hip Girder 1 1 Job Reference (optional) tiUllOers rlrstbource Smartt ony, t-L), Ylant Lilly, r-L - 3356/, p.43U s Jun z zuxi MI I eK Inaustnes, Inc. I ue JUI 6 l U:Ut1:14 ZU21 rage 2 ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-I RTzVMFcnxARMNSgMrkpXblXOGiA2jXXd8?fclz—pmV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=-392(F) 17=-117(F) 18=-117(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) A 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 verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587337 281323E D02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:15 2021 Page 1 ID:mMg1 pKnMQsfOZIoRmROHYCzM W VQ-Ddl Lji G EYEI I_X1 OwZF23plmOf3gnJ1 hsokC8Bz- pmU -1-4.0 6-3-6 9.0.0 19 6-0 1B-0-0 20-8-10 27-0-0 1-4-0 6-3-6 2-8-10 4.6-0 4-6-0 2-8-10 6-3-6 44 = 3x4 = 44 = 4 20 21 5 22 6 Scale=1:49.0 3TP = 4x4 3x8 = 3x4 = 3x8 = 4x4 = 27-0-0 9-0-0 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 YES Code FBC2020/TP12014 CSI. TC 0.47 BC 0.78 WB 0.21 Matrix -AS DEFL. in Vert(LL) 0.17 Vert(CT) -0.31 Horz(CT) 0.06 (loc) Udefl Ud 9-14 >999 240 9-14 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 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) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(1-C 1) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1765/1198, 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.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 9-0-0, Extedor(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 (jt=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. m I4 a Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587338 2813238 D03 Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 610:08:17 2021 Page 1 I D:mMg1 pKnMQsfOZioRmROHYCzM W VQ-97967NIU4sYODrBP2_I W 8EN12TnkF1 q_J6DJC4z—PmS 5-1-5 9-9-0 13-6-0 17-3-0 21-10111 _ 27-0-0 5-1-5 4-7-12 3-9-0 3.9-0 4-7-12 5-1-5 6x8 = HTU2 Scale=1:48.5 3x8 = 6x8 = 19 4 20 5 cm = I� a 13 -- 1Z lu y a 5x12 = HTU26 3x10 II 7x8 W8 2x4 II Special 7x8 __ HTU26 3x10 II HTU26 5x12 — ST1.5x8STP= HTU26 7x8 HTU26 HTU26 HTU26 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020lrP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-195(LC 6) Max Uplift 1=-3859(LC 8), 7=-5466(LC 8) Max Grav 1=5962(LC 1), 7=9178(LC 1) 13.6-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.78 Vert(LL) 0.31 8-9 >999 240 MT20 244/190 BC 0.67 Vert(CT) -0.36 8-9 >882 180 WB 0.96 Horz(CT) 0.11 7 n/a n/a Matrix -MS Weight: 376 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12625/8242, 2-3— 10850/6992, 3-4=-9818/6416, 4-5=-10964/6828, 5-6=-12123l7457, 6-7— 16227/9746 BOT CHORD 1-13=-7247/11201, 12-13=-7247/11201, 10-12=-6566/10777, 9-10=-6566/10777, 8-9=-8655/14520,7-8=-8655/14520 WEBS 2-13=-1028/1478, 2-12=-1708/1356, 3-12=-2803/4446, 4-12=-1837/778, 4-10=-575/1042, 4-9=-211/661, 5-9= 3038/5055, 6-9=-4161/2479, 6-8=-1850/3399 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 oc. 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 (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any Other members. 9) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSVTPI 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 (jt=lb) 1=3859,7=5466. 11) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-5-3 oc max. starting at 0-4-0 from the left end to 13-10-4 to connect truss(es) to back face of bottom chord. Continued on Daoe 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 0634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t I Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587338 281323E D03 Hip Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:17 2021 Page 2 ID:mMgl pKnMQsf02ioRmROHYCzMWVQ-9?967NIU4sYODrBP2_IWBEN12TnkF1 q_J6DJC4z-pmS NOTES- 12) Use Simpson Strong -Tie HTU26 (20-1 Od Ginter, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-10-12 from the left end to 25-10-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at 8-4-12, 782 lb down and 549 lb up at 10-4-12, and 782 lb down and 549 lb up at 12-4-12, and 1413 lb down and 822 lb up at 16-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5— 54, 5-7=-54, 1-16=-20 Concentrated Loads (lb) Vert: 1=-20(B) 8=-1412(B) 18=-1414(B) 21=-86(B) 22=-160(B) 23=-1484 24=-782 25= 782 26=-782 27=-620(B) 28=-1413(B) 29=-1412(B) 30= 1412(B) 31=-1412(B) A WARNING - Verity 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 2000 B 3CAR 1OX20 LANAI BLK T24587339 2813238 E4 Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:18 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-dgULjJ6r9gtr mbbhplhRwJltDK-j67YmzslWz—pmR -1.4-0 3-8-8 1.4.0 3-8-8 3-8-8 3-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.27 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/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 4=176(LC 12) Max Uplift 3=-88(LC 12), 2=-186(LC 12) Max Grav 3=94(LC 17), 4=64(LC 3), 2=220(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-4=-131/382 Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=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 3-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=186. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the 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 ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 4 } Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587340 2813238 E4A Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 610:08:18 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-dgULjJ6r9gtr_mbbhplhRwK3tCu-j67Ymzsl W z—pmR 3.8-8 3.8-8 Scale=1:13.9 3x4 = Plate Offsets (X,Y)-- [1:0-1-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.02 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 FBC2020rrP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical Max Horz 3=113(LC 12) Max Uplift 2=-100(1-C 12), 1=-47(LC 12), 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-101/251 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. Il; 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 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) 2, 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24567341 2813238 E7 Jack -Open 12 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek industries, Inc. I us Jul 6 10:08:19 2021 Page 1 I D:20VQZH I n97x9G 5M9 N mJal Qz3Stx-5OHsY3Jl cTokS8Kn90K_EfS LLH P NIAMGnQi QHyz—pmQ 1-4-0 7-0-0 1-4-0 7-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Scale=1:23.0 PLATES GRIP MT20 244/190 W eight:.24 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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 Grav 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=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, Extedor(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS 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=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 sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33810 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6119/2020 BEFORE USE: " Design valid for use only with 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i ! Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587342 2813238 E7P Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:20 2021 Page 1 ID:oHYiRCdpci quXgUg6?iPJRzdjtT-ZagEmPKNNnwb4ly-j6rDms?XZgkPSdbQ?4SzpPz—PmP 1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:22.6 m 19 of 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 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30 lb 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(LC 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Conrl -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 & MW FRS 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 (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 sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 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 Job Truss Truss Type ( 1 Qty Ply 2000 B 3CAR 1 OX26 LANAI BLK . T24587343 281323E E7V Jack -Open Truss 14 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant City, FL - 33567, a.431) s Jun 2 xuzi mi I eK Inausines, Inc. I ue JUI is 7 u:utl:zu zucr rage 1 ID:20VQZH In97x9G5M9NmJaIQz3Stx-ZagEmPKNNnwb4lvj6rDms?crgoKScEQ?4SzpPz-pmP IN1-4-0 4-3-9 7-0-0 , ) 4-3-9 2-8-7 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip:DOL 1.25 TC 0:56 Vert(LL) 0.34 6-9 >247 240 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/TP12014 Matrix -AS Scale=1:23.0 m m N OP 19 co O n PLATES GRIP MT20 244/190 Weight: 26 lb 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=396(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 6-11-4 zone;C-C for members and forces & MW FRS 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 at joint(s) 2 considers parallel to grain value using ANSI/fPI 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 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type e I Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587344 2813238 G01S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant Gity, rL - 3355/, d.4Ju s dun z xuzi ml I eK Inousmes, Inc. I ue dul 0 1 u:ua:zi zun rage i ID:20VQZHIn97x9G5M9NmJalQz3Stx-1 nOczlL?842SiSUAHpMSJ3Xmo45uB?jZEkBXLrz—pmO 1-4-0 3-9-4 7-0-0 910-0 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 44 = 3x4 = 4x4 = 17 5 18 19 6 Scale=1:35.2 3x4 = 3x8 — 5x8 3x4 = 3-9-4 7-0.0 9-10-0 12-8-0 15-10-12 19-8-0 3-9-4 3-2-12 2-10.0 2-10-0 3-2-12 3.9-4 Plate Offsets (X,Y)-- [2:0-0-4,Edgej, [8:0-0-4,Edgej, [9:0-2-12,0-3-4] 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) 0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85. Vert(CT) -0.24. 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 96 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=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(1-C 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. 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 2-1 0=-1 869/2481, 9-10— 1906/2486, 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. II; Exp C; Encl., GCpi=0.18; MW FRS (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 Qt=lb) 8=1097,2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficient to 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 195 lb 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 1.0-7-4, 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) Ln 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 oaae 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 t► OW MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSYTPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 t ' Qty Ply 2000 B 3CAR 1 OX20 LANAI BILK T24587344 2813238 G01S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:21 2021 Page 2 ID:20VQZHIn97x9G5M9NmJalQz3Stx-1 nOcz1L?842SiSUAHpMSJ3Xmo45uB?jZEkBXLrzL-pmO 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(B) 18=-112(B) 20=-63(B) 21=-63(B) 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 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 ANS11Tpll 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 Job Truss Truss Type c 1 ' Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587345 2813238 G02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:22 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-W zy?B5MdvOAJJc3MgXthrH4zFUUpwVgjTOx4uHz—pmN 1-4-0 6-3-3 9-0-0 10.8-0 13-4-13 19-8-0 1-4-0 6-3-3 2-8-12 1-8.0 2-8-13 6-3-3 31 Scale=1:36.0 4x4 = 4x4 = 4xb 3x4 = 4x4 = 4x4 — 3x4 = 9-0.0 1-8-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 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 n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 89Ib 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 Horz 2=207(LC 11) Max Uplift 7— 405(LC 12), 2=-529(LC 12) Max Gram 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 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, Extedor(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 (jt=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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type I ' Qty Ply =10X20LANAIBLK 281323E G06S Common 1 o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:23 2021 Page 1 ID:20VQZH In97x9G5M9NmJaIQz3Stx-_9W NORM FfilAxmeZOEPwOUd6junDfxQsi2gdgz_pmM 1-4.0 5-5-5 9-10-0 14-2-11 19-8-0 5-5-5 4-4-11 4-4-11 5-5-5 Scale=1:35.6 46 = m Io 4x4 = 5x8 = 4x4 = 9-10 0 19 8-0 9-10-0 9-10-0 Plate Offsets (X,Y)-- [6:0-1-4,Edge), [7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress Irfcir YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 86 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-920/983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7— 532/574, 5-7m-406/662, 3-7=-394/581 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 Comer(3E) -1-4-0 to 2-8-0, Extedor(2N) 2-8-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Extedor(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MW FRS 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) 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 joints) except Qt=lb) 6=405, 2=529. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 . ANSYTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' 1 Qty I Ply 2000 B 3CAR 10,X20 LANAI BLK T24587347 2813238 G07S Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:24 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-SM41bmNtQ?Q1 ZwDlyyw9xi9HT17SOOgOwiQByAz—pmL 1-4-0 5-5-5 9-10-0 14-2-11 19-8-0 1-4-0 5-5-5 4-4-11 4-4-11 5-5-5 Scale=1:35.6 4x6 = m Io 44 = 5x8 = 4x4 = 9.10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y)-- [6:0-1-4,Edge], [7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 86 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) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1203/1264, 3-4=-919/976, 4-5=-920/983, 5-6=-1210/1325 BOT CHORD 2-7=-985/1080, 6-7=-1014/1061 WEBS 4-7=-532/574, 5-7=-406/662, 3-7=-394/581 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(3E) -1-4-0 to 2-8-0, Extedor(2N) 2-8-0 to 9-10-0, Corner(3R) 9-10-0 to 13-10-0, Extedor(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MW FRS 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=405, 2=529. 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity designparameters 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! 1 ' City Ply 2000 B 3CAR 10X20 LANAI BLK T24587348 2813238 G08S Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:25 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-wYe7p6OVBJYtA3oxW fROTviSUhUD7nl99M9kUcz—pmK 5-3-7 9-10-0 15-11-8 20.6.2 25-1-8 29-8-8 32-4-0 38.8-0 AO-0-Q 5-3-7 4-6-9 6-1-8 4-6-10 4-7-6 4-7-0 2-7-B 6-4-0 1-4-0 Scale = 1:70.5 5x6 = 6.00 F12 5x6 __ &B — 3x6 3x4 = ST1.5xB STP= 3x4 = ST1.5x8 STP= 2x4 II 3x4 — 3x6 3x6 5x6 = 3x6 = 3x4 = 5-3-7 9-10.0 15-11-8 19-4-0 22-10.0 26-3-10 26- -0 29-8-8 32-4-0 38-8-0 5-3-7 4-6-9 6-1-8 3-4-8 3.6-0 3-5-10 0- -6 3-4-8 2-7-8 6-4-0 Plate Offsets (X,Y)-- [1:0-6-0,0-0-2) LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TIC 0.63 Vert(LL) -0.18 20-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.39 20-23 >600 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MS Weight: 187 lb FT m 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=-545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=640(LC 1), 17m1270(LC 1), 14=804(LC 18), 10=509(LC 14) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6— 390/740, 6-7=-19/360, 7-8=-120/337, 8-9=-508/304, 9-10=-538/270 BOT CHORD 1-20=-415/975, 18-20=-215/596, 17-18— 96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366, 12-13=-85/367, 10-12=-58/402 WEBS 2-20=-411/374, 3-20=-171/419, 5-18=-135/350, 5-17=-1348/764, 6-17=-566/570, 6-16=-93/252, 7-14=-352/394, 8-14=-768/434, 4-18=-350/239. 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.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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 1, 867 lb uplift at joint 17, 545 lb uplift at joint 14 and 353 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at 19-8-12, 66 Ib down and 103 lb up at 21-6-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4 op top chord, and 29 lb down and 31 lb up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4, Joaquin Velez PE No.68182 and 29 Ib down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of MiTek USA, Inc. FL Cert 6634 others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 336..10 Date: LOAD CASE(S) Standard July 6,2021 Continued on Daae 2 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 propedy 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 ANSUlPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! ' ' Qty Ply 2000 B 3CAR 10X20 LANAI BLK T24587348 2813238 G08S Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:25 2021 Page 2 ID:20VQZH In97x9G5M9NmJalQz3Stx-wYe7p6OVBJYtA3oxW fROTviSUhUD7nl99M9kUcz—pmK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11 =-54, 21-24=-20 Concentrated Loads (lb) Vert:27=-32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(B) 34=-22(B) 35=-29(B) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 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 Job Truss Truss Type 0 t City Ply 2000 B 3CAR 10X20 LANAI BILK T24587349 2813238 H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:26 2021 Page 1 I D:20VQZHln97x9G5M9NmJalQz3Stx-OkCVOSPBydgkoDN83NydO7Fa15oosF2100vl l2z—PmJ 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 = 1:22.1 3x4 = 9-10-13 9-10-13 Plate Offsets (X,` )-- [2:0-0-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 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 - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. (lb) -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 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-9-13 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); 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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 lb uplift at joint 6. 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 down 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 37 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: 14=-54, 5-7=-20 Concentrated Loads (lb) 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) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! —� City Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587350 2813238 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2U21 MI I eK industries, Inc. I ue Jul 6 Iu:u8:2/ 2U21 rage 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-sxmuEoPmjwobQNyKd4TsYKnI PVEGbjgScgerZVz—pml 1-10-10 5-2-5 6-10-10_ _ 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 V�v 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC. 0.73 Vert(LL) 0.44 6-9 >270 240 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 Scale=1:22.1 PLATES GRIP MT20 244/190 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=515(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. Il; Exp C; Encl., GCpi=0.18; MW FRS (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) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 454 lb uplift at joint 2 and 335 lb uplift at joint 6. 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 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb 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 lb up at 1-5-12, 5 lb down at 4-3-11, 5 lb 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 (plo Vert:1-4=-54, 5-7=-20 Concentrated Loads (lb) • Vert: 12=-75(F= 37, B=-37) 14=-1O(F=-5, B=-5) 15=-57(F=-28, B=-28) Joaquin Velez.PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587351 2813238 H7V Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-10-10 5-4-1 3x4 :::- 8.430 s Jun 2 2021 Mil ek Industries, Inc. I ue Jul 6 10:0827 ZU21 Page 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-sxmuEoPmjwobQNyKd4TsYKnneVBZbhtScgerZVz—pml 9-10-13 Scale =1:22.6 v v 0 Lh I m N n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0. * Rep Stresslncr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. 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 (lb) 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 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; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive 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 jive load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle tograin formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4, 142 lb uplift at joint 5 and 269 lb uplift at joint 2. 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: 1-2= 54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4— 134(F= 40, B= 40), 8=0(F=10, B=10)-to-5= 49(F=-15, B— 15) Joaquin Velez PE No.69182 MiTek USA, Inc.FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587352 2813238 Lot HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:28 2021 Page 1 ID:oHY RCdpcl quXgUg6?iPJRzdjtT-K7JG RBQOU EwS2XXW Bn_55YKvjvThK91 brKO05xz-1mH 1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15-0-6 20-0.0 2t-4-0 1-4-0 5-1-3 1-10-13 3-0-0 3.0-0 2-0-6 4-11-10 1-4-0 Scale=1:36.9 4x6 = 3x4 = 4x6 = 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 7-0-0 6-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-21, [7:0-0-0,0-0-01, [B:Edge,0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft I L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2020/1-P12014 Matrix -MS Weight: 98 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD 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=-259/316, 7-10=-260/316 Structural wood sheathing directly applied or 3-2-8 oc purlins. Rigid ceiling directly applied or 3-0-9 oc bracing. 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.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; 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 waterponding. 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 1814 Ib uplift at joint 2 and 1814 Ib uplift at joint 8. 8) Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated load(s)173 Ib down and 384 Ib up at 7-0-0, 154 Ib down and 205 Ib up at 9-0-12; and 154 Ib down and 205 Ib up at 10-11-4, and 173 Ib down and 384 Ib up at 13-0-0 on top chord, and 403 Ib down and 424 Ib up at 7-0-0, 98 Ib down and 121 Ib up at 9-0-12, and 98 Ib down and 121 Ib up at 10-11-4, and 403 Ib down and 424 Ib 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 Daae 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ,A 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 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 ANSUTpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587352 281323E L01 HIP GIRDER 1 1 In Reference o tional Cuiiaers I-irstSource (Plant Glty, FL), Plant tarty, rL - 33567, 8.430 s Jun 2 2021 Ml I ek Industnes, Inc. I ue Jul 6 10:08:28 2021 Page 2 ID:OHYiRCdpcl quXgUg6?iPJRzdjtT-K7JGR8000EWS2X0(WBr_55YKvjvThK91 brKO051¢-1mH 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 - Verity 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply 2000 B 3CAR 1 OX20 LANAI BLK T24587353 2813238 L02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:08:29 2021 Page 1 ID:oHYRCdpcl quXgUg6?i PJ RzdjtT-oJtefU ROFY2Jfh5il VVKelt2uJuv3aJl4_7yeNz—pmG -11 0 6-3-6 9-0-0 11-0.0 13-8-to 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3.6 1-4-0 Scale=1:36.9 5x6 5x6 m Io 3x8 = 6x8 = 3x4 = 3x8 = 9-0.0 11-0-0 20-0-0 9-0-0 2-0-0 9.0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-3-0,0-2-71, [5:0-3-0,0-2-7], [7:0-8-0,0-0-14], [10:0-4-0,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) 0.61 9-16 >394 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.53 9-16 >452 180 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=-980(LC 12) Max Grav 2=812(LC 1), 7=812(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=-1183/2881, 3-4=-982/2713, 4-5=-823/2413, 5-6=-971/2677, 6-7=-1181/2869 BOT CHORD 2-10=-2421/1022, 9-10= 1990/823, 7-9=-2432/1021 WEBS 3-10=-323/672, 4-10=-1164/339, 5-9=-1186/340, 6-9= 329/697 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) and C-C Comer(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 31 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 960 lb uplift at joint 2 and 960 lb,uplift at joint 7. 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 beapplied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A 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 propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. 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) ndicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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, Installing,& Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 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. ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for 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 purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14: Bottom chords require lateral bracing at ft. spacing, g or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values established by others. 1 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved MiTek ® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. b-