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258 Southhall Lane, Suite 200 F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 29, 2021 Building Department Ref: Adams Homes Lot: Lot 48 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5415 Lugo St. Model: 2000 3CF A RHG KA # 21-6349 Truss Company: Builders First Source Date of drawings: 6/28/21 Job No.: 2776446 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 original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. Ifyou \\ha� iMps%fns please do not hesitate to call. \I CE�Ls; • any �.- cn ': Z R 6/29/2021 i �tp •. 4 •' o '�a'e� �Fo�;;h'• �� ���`� Scott Lewkowski, P.E. F �6 E N G\"4 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" 6/29/2021 Luis Pablo Torres, P.E. FL. # 87864 0 4 man am 2 EXPOSED TO WIND L1 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ 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 ENGINEE G ASSOCIATES Date: 06129/2021 By-- ES/� Submittal No.: Project No.: 21-6349 Project Eng.: Carl Brown Project Name: Adams Homes - Fort Pierce - Waterston - Lot 48 Blk 1 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 895 / 835 490 /510 ALA 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 -1 LB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Lo 0 D HTU28-2 / THD28-2 1468015005 3485 / 2695 1 TIP 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 Ie 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 tF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 W 3X8NOP 11 VERI'YALL UMENSIONS AND CEIUNO COMMONS PRIOR TO APPROVAL SORE COUNG FRAMING REQUIRED IN FIELD BY BUILDER M ICM VOW FORCE RESISTING SYSTE=4 HMO WIND ASCET-16 EXPOSURE CATEGORY C OCCUPANCY CATEGORY U VOIDLOAD 100 MPH VAND IMPORTANCE FACTOR 1D0 TRUSSES HAVE BEEN DESIGNED FOR TOM A 10A / BOTCHORD LIVE LOAD NONCONCUiRENT VBTH ANY OTHER LNE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL- 40 PSF TCDL: 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL• 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Wdl Begin. For Your Protection Check All Dimensions And Conditions Prior To APProval Of Plan. SIGNATURE BELOW INDICATESALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTION! II DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING BackchargeS Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. fie 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 PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (613) 305-1301 =a MiTek' RE: 2776446 MiTek USA, Inc. 2000 A SCAR 1OX20 6904 Parke East Blvd. Tampa, FL33610.4115 Site. Information: Customer: Adams Homes Port St Lucie Project Name: 2776446 Lot/Block: 48/1 Model: 2000 3CAR Address: 5415. LUGO ST Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual.Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 •;. Wind.Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 57 individual, -dated Truss Design Drawings and 0 Additional; Drawings. With my seal affixed to this sheet, I hereby certify.that I am the Truss Design Engineer.and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules..::. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24475189 AO1S 6/28/2021 21. T24475209 . CiC 6/28/2021 2 T24475100 A02S 6/28/2021 22 T24475210 C1P 6%28/2021 3 T24475191 A03S 6/18/2021 23 T24475211 cis 6/28/2021 4 T24475192 A04S 6/28/2021 . 24 T24475212 Civ 6/28/2021 5 T24475193 A05S. 6/28/2021, : 25 T24475213' C3 6/28/2021 6 T24475.194- . A06S 6/28/2021 26.. T24475214 C3P 6/28/2021 7 T24475195 A07 .6/28/2021 27 T24475215 C3S 6/28/2021 8 T24475196 A09 6/28/2021 28 T24475216 C3V 6/28/2021 9 T24475197. A10 6/28/2021 29 T24475217- C5 6/28/2021 10 T24475198 All 6/28/2021 30 T24475218 C5P .6/28/2021 11 T24475199 Al2 6/28/2021 31 T24475219 C5S 6%28/2021 12 T24475200 A13 6/28/2021 32 T24475220 C5V 6/28/2021 13 T24475201 A14 6/28/2021. 33 T24475221 DO1 6/28/2021 14 T24475202 A15 6/28/2021 34 T24475222 D02 6/28/2021 15. T24475203 A16 6/28/2021 35 T24475223 D03A 6/28/2021 16 T24475204 BOI 6/28/2021 36 T24475224 E2A 6/28/2021 17 T24475205 B02 6/28/2021 37 T24475225 E5 6/28/2021 18 T24475206 B04 . 6/28/2021 38 T24475226 E7 6/28/2021 19 T24475207 C1 6/28/2021 39 T24475227 E7P 6/28/2021 M T24475208 C1B 6/28/2021 40 T24475228 E7V 6/28/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based.on.the parameters provided by Builders FirstSource (Plant City, FL).. Truss Design: Engineer's Name: Velez; Joaquin `%%N My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification * ;• that the engineer named is licensed in the jurisdiction(s) identified and4 iat 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 O given to MiTek. Any project specific information included is for MiTek ■ customers file reference purpose only,:and was not taken into.aocount in the preparation of these designs.: MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability, of design parameters. and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2: Joaquin MiTek L ssoa r 1 of 2 Velez, �1/1 n r►rr�� O .6U N .o 81.8.2 AT.E OF J •. �: R.1•p e:����• A1-E��•�� 1111��� — .. Velei PE No. 8182 SA, Inc. FL Ce. 6634 rke East Blvd. Tampa FL 33610 June 28, 2021 y , I RE: 2776446 - 2000 A 3CAR 10X20 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2776446 Lot/Block: 48/1 Subdivision: WATERSTONE Address: 5415 LUGO ST City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T24475229 G01 S 6/28/2021 42 T24475230 G02S 6/28/2021 43 T24475231 G03S 6/28/2021 44 T24475232 G05S 6/28/2021 45 T24475233 H2 6/28/2021 46 T24475234 H5 6/28/2021 47 T24475235 H7 6/28/2021 48 T24475236 H7P 6/28/2021 49 T24475237 H7V 6/28/2021 50 T24475238 K01 6/28/2021 51 T24475239 K02 6/28/2021 52 T24475240 L01 6/28/2021 53 T24475241 L02 6/28/2021 54 T24475242 Vol 6/28/2021 55 T2447524.3 V02 6/28/2021 56 T24475244 VO4 6/28/2021 57 T24475245 V05 6/28/2021 2 of 2 Job Truss Truss Type _ ,0ty . Ply 2000 A 3GAR 10X20. T24475189 2716.446 A018 .: Roof Special r1 2 ' Job Reference o tional ouuaers rirstoource triani uny, r-Ll, ..riant uny, rL - aa0ur, t5.4ju s dun z zuzl and I eK inausmes; lnc. t nu dun Z4 id:u5:nu zun rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv929-eyo9s3aYpJSJp?BvfBgesS7OE_g2mLOKEiAso3z3309 . 1-1-4-01. 6-5-7 8-8.0 12-2-13 .15+9-11" 19-4-8 "22-3-1 ..25-5-7 28-1%9-. �"33.1-12 33r11-4 .38.8-0 1'-4-02-2-9 3-6-13 3.6-13 3-6-13 2-11-9 - 3-2-6 3-4-9 4-7-12 0-5-8 4-8-12 ' " Scale=1:71.5 . 5x6 = 11 7x10: 68 — x — 4x4 = 4z4:= 7x8 = 5x6 =: 6x8 6.00 Fi2 & 4 5: 6 8: 9 10 36 3x4 ST1.Sx8 STP— 35 1E 37 31 r _. 21: o _ m g: 25: 24 23 22 10x12 — o 13 w m aI 1 2x4 :Il' 7x8 = 4x4 = 4z8 = o Iv�` d 7 20 19 18 1 15 14. 5 — 4x8: = _ 4x6 = 3,00 12: 3x4 II.. x12 — 4x8 — 2 4 I 4x6 — x I 2xa II . .r 6-5-7 i 8-6-0 12-2-13 i 15a-111 i 19-4-8 19-4-1022-3-1 25-5-7 28-1%0 i 33-11-4 1 38-8-0 i 6-5-7 2-2-9 3-6-13 3-6-13 3-6-13 0- -2 2.10-8' 3-2-6 3-4-9 '5-1-4 4-8-12 Plate Offsets (X,Y)-- [3:0-4-8,0-3-8], [6:04-0,0-4-8]; [9:0-3-8,0-3-0], [10:0-5-4,0-2-8], [21:0-9-0,0-5-4], [24:0-4-0;0-4-121 LOADING (psf) SPACING-. .. 2-0-0 CSI.. DEFL. in (loc)' I/deft .Ud PLATES . ..GRIP TCLL : 20.0 : Plate Grip DOL 1.25 TC 0.52 Vert(LL) 1.06 21-22 >439 .240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC . 0.68 Vert(CT) -1.28 21-22 >361 180 BCLL 0.0' * Rep Stress Incr ' YES WB 0.92 Horz(CT) 0.44 13: n/a n/a BCDL 10.0 Code FBC2020/TPl2014' Matrix -AS Weight: 487 lb FT = 20% LUMBER= BRACING= TOP CHORD 2x4 SP No.2 *Except* TOP:CHORD.: Structural wood:sheat hing:directly applied. 3-8 6-10: 2x6 SP N0.2 BOT CHORD Rigid ceiling directly applied: BOT-CHORD 2x6 SP No.2' *Except* . 21-241 2x6 SP M 26, 8-19: 2x4 SP No:2 WEBS 2x4 SP No.3 *Except* 9r21: 2x4 SP No.2 :.:. REACTIONS. (size)-. 13=Mechanical; 2=0-8-0, Max Holz 2=224(LC 11) Max Uplift. 13=-803(LC 12), 2— 921(LC 12) . — — MaxGrav 13=1431(LC 1), 2=1505(LC 1)' " FORCES.. (lb) - Max. Comp./Max. Ten: -. All forces 250 (lb) or less except.when shown. TOP CHORD 2-3=-4934/3102, 3-4=-8137/5679, 4-5— 10160/6258, 5-6=-11192/6826, 6-7=-11193/6827, 7-8=-i1641/71:15; 8-9= 11147/6823,:9-10=-4357/2823, 10-11=-2458/1689,: 11-12=-2500/1658, 12-13=-2912/1870 BOT CHORD 2-25=-2782/4481, 24-25= 2767/4482, 23-24=-4918/8250, 22.23=-6026/10160, .:21-22=-6914/11641, 8-21— 134/330, 18-19=-268/445, 17-18=-2346/3886, 15-17=-2348/3885, 14-15=-1595%2581, 13-14=-1595%2581 . .. WEBS 3-24.=-2603/4286, 9-21= 4354/7339,:4-23=4164/2009, 5-23=-539/.399, 5-22=-616/1082, 7-22=-471/314, -24— 886/621, 9-18=-3382/2066, 18-21=-2884/4847, 10-18=-377/706, 11-15= 1187/1921,.10-15=-2339/1547, 12-15=-506/414. NOTES'. 1) 2-ply truss to be connected together with 1 Od (0.131."x3") nails as follows:' Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2z6 r 2 rows staggered:at 0-9-0:66. Bottom chords connected as follows: 2x6 - 2 rowsstaggered at 0-9-0 oc, 2x4 - 1:row at. 0-9-0 oc. Webs connected as follows: 2k4 - 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: 9). Unbalanced roof Iive.loads have been considered for this design. 4). Wind: ASCE 7-16;_Vult=160rnph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. " 1[.; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C. E.zterior(2E) -1-4-0 to 2-8-0, Interjor(1) 2-8-0 to 6-5-7, Exterior(2R) 6-5-7 to 10-5-7,: Interior(1) 10-5-7 to 28-10. 0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-O,ione;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Joaquin Velez PE No.66182 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MiTek USA, In.c. FL Cert 6634 to.the use of this truss component. 6904 Parke East Blvd. Tampa FL:33610 6) Provide adequate drainage to prevent water ponding. Date: 7 This truss has been designed for a 10.0. psf bottom chord live load .nonconcurrent with any other live loads. a -line .9A 91191 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 ..Q 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, n.of . ��• a truss system. Before use, the.building designer must verify:lhe 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 , • r► 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 35610 Job Truss :: Truss T yp e Qty. Ply 2000 A 3GAR 10X20 T24475189 211 446 A01S - Roof Special 1 2 : .: Job Reference (optional)' . .... ... . .. . ..® 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 properiOncorporate 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 ry - MiTOW. is always required for stability and to prevent cohapse:witb possible personal injury and property damage. For general guidance regarding the � � fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS11Tpll Qualify Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safefylnformation, available from Truss Plate. Institute,:2670 Crain Highway, Suite 203, Waldorf, MD 20601 i Tampa, FL 36610 Jab Truss Truss Type k Qty Ply 2000 A 3CAR 1 OX20 T24475190 2776446 A029 Roof Special 1 1 Job Reference (optional) Builders rlrstSource (rlant Ulty, t-L), .. Flan l:ny, FL - 33b67, t1.48U s Jun z zuzl mi I eK Inausines', Inc. I nu Jun z4 l'3:Ub:4l zUzl rage i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-68MX3P6Y6daAR9j6DsLtOfg7L0_BVgeTSMwQKVz3308 r1-4-q 6-11-13 ,8-5.7, 13-10-15 19-4-6 23-4-15 27-5-7 28-10-Q' '33-5-12 3p-3i538.8 1-4-0 6-11-123 5-10. 5-5-8 5-5-6 4-0-8 T 4 .. - 4-7.12 9• 11 Scale = 1:71.8 H 5x6 = 5x6 = Sx6 3x8 = 2x4 11 5x8 =, - = .9. 6.00 12 2x4 Q . , 4 29 30: 5 6 7 31 32 8 : 3 33 3x4 0. STi.5x8STP= 28 10 v 34 P7 ui 18 O v m 2 20 19 10x12 — co N 1 8x10 = 2x4 II 12111 Iv 0 16 15 14 17 13 12 0 ... _ 4x8 % 3.00 12 3x4 I 5x8 = 4x6 4x8 = 2z4 11 _ 3x6 =' B-8-0 13-10-15 19-4-6 19 4-8 23-4-15 " 27-5-7 28-10-Q 34-3-5 , 38-8-0 8-8-0 5-2-15 5.5-8 0- -2 4-0-7 4-0-8 1-4-9 5-5-5 4-4-11 Plate Offsets (X,Y)-- :[2:0-6-7,0-0-2][4:0-3-0,0-2-0],[7:0-3-12,0-3-01,[11:0-2-12,0-1-8]'[15:0-3-0,0-1-12],[18:0-5-4,0-4-8] LOADING (psf) SPACING- 2-0-0 CSL. DEFL. in (loc) I/defi Ud PLATES. .. GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TIC 0.82: Vert(LL) 1:.02 17 >454 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.24 17 >374 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.49 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weights 220 lb FT = 20% LUMBER- . BRACING- TOP CHORD 2x4 SP No.2 TOP. CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x6 SP No..2,.18-20: 2x6 SP M 2.6 1070-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at mldpt 5-20 7-18,15-18: 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=-920(LC 12) Max Grav 11=1433(LC 1), 2=1507(LC 1) FORCES'. (lb) -'Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD, 2-3=-4883/3066, 3-4=-4668/2925, 4-5=-4342/2739, 5-6=-6214/3871, 6-7=-6152/3838, .. 7-8=-3112/209.5, 8-9=-2373/1667, 9-10= 2474/.1632, 10-11=2869/1842 BOT CHORD 2-20=-2729/4436: 19-20=-3388/5859, 18-19=-3388/5859, 13-15=-1538/2660, 12-13==1579/2530, 11-12=-1579/2530 WEBS 3-20=-241/376, 4-20=-1163/1919, 5-20=-1645/1043, 5-19=0/262, 5-18=-215/433, 7.18=-1994/3485, 7-15=-2096/1297, 15-18=-1959/3431, 8-15=-365/724, 9-13=-1112/1838, 8-13=-1636/1081, 10-13= 472/397 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 Exted&(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-1b-0, Extedor(2R) 28-10-0 to 32-10-0, Interior(l) .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. 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 pohding. 5) This truss hasbeen 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.68162 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 66U 11=802, 2=920. 6904 Parke East Blvd. Tampa FL 336.10 . 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 Date: sheetrock be applied directly to the bottom chord.JUII@ 24,2021 .Q 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, acid is for an Individual building component, not a truss system. Before use, the building designer must verify; the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MI W 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 Ouality 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 Qty Ply 2000 A 3CAR 1OX20 T24475191 2776446 A03S .: Hip 1 1 Job Reference (optional) duuders rtrstsource (mam cny,'FU), Plant City, FL - 3356t, 8.430 s Jun 2 2021 rat I eK Industries, inc. Thu Jun 2413:05:43 2u21 rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-2XUIU5cR6ErugTtULHNLT4IQQBdsimzmwfPW POz3306 1-4-0 7-3-3 8-8-0 10-5-7 14-10-13 23-9-6 28-2-9 32-4=15 38-8-0 1-4-0 7-3-3 4-13 1-9-7 4-5-6 8-10-9 4-5-3 4-2-7 6-3-1 Scale = 1:69.2 5x6 = 5x6 = 2x4 II 4x4 = : 5x6 = 4 27 28 5 29 6 30 7 al. '. 8 6.00 12 2x4 �� 3x4 3 9 ST1.5x8 STP 26 32 33 25. . .. 'h 16 0 .18 _ 17 7xB — o co 2 8x10 = — 10 ja19 1 3x4 = 15.. 14 13 12 11 , 4xB % 3.00 12 4x4 II' 3x8 = 2x4 I 3x6•= 5xl2' = 8-8-0 - 10-5-7 .19-4-8' 28-2-9 32-4-15 38-8-0 8-8-0 1-9-7 8-11-1 8-10-1 4-2-7 6-3-1 Plate Offsets (X,Y)-- [2:0-1-14;Edge], [4:0-3-0,0-2-01, [5i0-3-0;0-3-0], [8:0-3-0,0-2-0), [10:0=2=12,0-1-8], [12:0-5-8,0-2-41, [14:0-2-0,0-0-0], [16:0-2-8,Edge] LOADING (psf) SPACING-. 2-0-0 CSI.. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(ILL) 6.73 16-17 >634 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 16-17 >456 180 BCLL 0.0 Rep Stress Incr YES WB' 0.68 Horz(CT) 0.46 10: n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 208 lb FT = 20 LUMBER- BRACING= TOP CHORD 2x4 SP No.2 aTOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD- : Rigid ceiling directly applied. Except: 2-18,16-18:,2x4 SP No.1, 6-14: 2x4 SP No.3 1070=0 oc bracing: 14-16 WEBS 2x4 SP No.3 `Except WEBS 1 Row at rriidpt 12-16, 7-12 12-16: 2x4'SP No.2 WEDGE . Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 ; Max Horz 2=237(LC 11) Max Uplift 10==802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC'1); 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: T0P CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4=5=-3411/2149, 5-6=-4259/2661, 6-7=-4197/2648, 7-8=-2136/1484; 8-9=-2377/1568, 9-10=-2759/1735 BOT CHORD 2-18=-2583/4236, 17-18=-1787/3381, 16-17=-2222/3988, 11-12=-1433/2425, 10-11 =- 1433/2425 WEBS 3-18=-246/354, 4-17=-309/724,.5-17— 820/581, 5-16=-108/427, 12-16— 1716/3000, 7-16=-765/1490; 7-12=-1483/952, 8-12=-473/832, 9-12=-495/42414-18=-884/1316 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(!) 2-8-0 to 10-5-7, Exterior(2R) 10-5-7 to 16-1-5, Interior(!) 164-5 to 28-2-9, Extedor(2R) 28-2-9 to 33-10-7, Interior(!) 33-10-7 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. 9). This truss has been designed for a 10.0 psf bottom. chord live load noncon current with any other live loads. 6): "This truss has been designed for a live load of 20:Op6f on the bottom chord in all areas where a rectangle 3-fi-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(§) 2 considers parallel to grain'value using ANSI/TPI 1 angle to grain formula. Building designer should verify = Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc. FL Ceit 8634 9). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6904 Parke East Blvd. Tampa FL 33610 10=802, 2=920. Date: ..: 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 June 24,2021 sheetrock be applied directly to the bottom :chord. . Q 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 . 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 y Qty Ply 2000 A 3CAR 1 OX20 T24475192 2776446 A048 Hip 1 1 Job Reference (optional) t3wiciers mrstbource (rlant L;Ity, l-L), slant Glty, I L- 33bbl, d.4Ju s dun z zuzi mt.l eK tnousmes; Inc. I nu Junz4 lJ:ub:4b zuei rage 1 ID:hKYlep9FiD.wfFyJCybTuLLyv92?-?wb2vndhes5ewmltSiQgzvgnC?MzRdn3NzudTHz3304 1-4-0 7-3-3 8-8-0 12-5-7 19-4-0 26-2-9 30=0.0 1'-4-1 36-8-'0' 1.4-0 7-3-3 -4-13 3.9-7 6-10-9 6.10-9 3-9-7 4-13 7-3.3 Scale=1:69.0 m 0 3xB 5x6 = 3x8 4. 31 32 5 ..33 34 6 4x8 3.00 F12. . 8-8-0 12-5-7 194.0 26-2-9 30-0-0 38.8-0 Plate Offsets (X,Y)-- [2:0-2-9,0=1-8], [4:0-3-8,0-2-4]; [6:0-3-0,0-2-0], [8:0-0-14,Edge] LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL : 20.0 . Plate Grip-DOL 1.25 TIC 0.95: Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0' Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress ]nor YES WB 0.79 Horz(CT) 0.59 - 8: n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix -AS Weig1ht:209lb FT=20% LUMBER= :' BRACING - TOP CHORD 2x4 SP No.2 TOP: CHORD Structural wood she athing:directlyapplied. BOT CHORD 21i4 SP No.2 *Except* BOT CHORD. Rigid ceiling directly applied: Except: 2-14,8-9: 2x4 SP M.31 4-1.0=0:oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten•. -.All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4710/2944, 3-4=-4469/2851, 4-5= 2874/1933,'5-6=-2877/1920;6-7=-4487/2841; 7-8==4729/2936 BOT CHORD 2-14=-2581/4263; 13-14=-1517/2860, 11-13— 1776/3290, 10-11=-1776/3290, 9-10=-1504/2863, 8-9==2565/4268 WEBS 3-14=-304/400, 4-13=-144/490, 5- 1 3=-654/326, 5-11=0/282, 5-1 0=-651/31 9, 6-10— 134/488, 7-9= 315/406, 4-14=-1070/1739, 6-9=-1076/1673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; M4WFRS (directional) and C-C Exterior(2E) -1--0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-510 26-2-9, 6derior(2R) 26-2-9 to 31-10-7; Interior(1) 31-10-7 to 38-8-0 zone;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60: 3): Building Designer / Project engineer responsible for verifying applied roof live load shown :covers rain loading requirements: specific to the use of this truss component: 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 9)- This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Referdo girder(s). for truss to truss connections. 0) Bearing at joint(s) 2 considers parallel to grain value using ANSI/ .PI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. MiTek USA, Inc. FL Cart 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s):except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 8=80412=922. Date: 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"-gypsum. June 24,2021 sheetrock be: applied directly to the bottom :chord. Q 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, nor 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. 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 A 3CAR 10X20 T24475193 2776446 A05S .. Hip 1 1 Job Reference (optional) Builders Plrstsource (Plant City, F ), Plant City, FL - 33567, 8.430 s Jun z 2021 ivn i eK Industries, Inc. 1 nu JUn 24 13;05A6 ZUZ 1 raye 1 ID:hKYtep9FiDwfFyJCybTuLLyv92?-T69Q67eJP9DTXwc3OPx35jN?xPhIA6?CcddB?jz3303 r1-4-0 7-3-3 8.8.0 14.5-7 19.4.0 24-2-9 , 30-0.0 . $1-4.4 38-8.0 - 1-4-0 .7 3-3 4-1 5-9-7 4-10-9 4-10.9 5-9.7 4-1 7-3-3 Scale = 1:70.1. 6.00 12 54 =. :. 5x6 = 3x4 = 30 6 31 327: 08 zz 4x8 3.00 12 8-8-0 14-5-7 24-2-9 30.0-0 38-8-0 '. 8-8-0 5-9-7 9-9-2 5-9-7 B-8-0 Plate Offsets (X,Y)--[2:0-1-11;0=0-101,[4:0-3-0,0-3-01,[5:0-3=0,0-2-01,[7:0-3-0,0-2-01,[8:0-3-0,0-3-01,[10:0-2-3;0=0-10],[11:0-4-0,0-5-01,[15:0-4-0,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (Joe) I/deft Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL :.: 1.25 TIC 0.76 Vert(LL) 0.67 12 >811 .240 MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.84 12-14 >551 ' 180 BCLL 0.0 " Rep Stress ]her YES WEI 0.53 Horz(CT)' 0.47 : - 10: n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix -AS Weight.,242 lb FT = 2.0% LUMBER= . BRACING= .. . TOP CHORD 2x4 SP No.2 TOP. CHORD.. Structural wood sheathing. directly applied. BOT CHORD 2x6 SP M 26 "Except` BOT CHORD. .. Rigid ceiling directly applied: Except: 13-15:11=13i 2x6 SP No.2, 10-16: 2x4 SP No.2 6-2-0 oc bracing: 10-11 WEBS 2x4 SP No.3 WEBS 1 Row at rnicipt 4-14, 8-12 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10= 804(LC 12) Max Grav 2=1735(LC 17), 10=1666(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5692/2991, 3-4=-5517/2940, 4-5=-3280/1844,:5-6=-2937/1755, 6-7=-2847/1742; 7-8— 3181/1836, 8-9=-5311/2931, 9-10=-5489/299.1 BOT CHORD 2-15=-2626/5402, 14-15=-2344/4943; 12-14=71401/3048, 11-12=-2324/4541, 10-11=-2610/4989 WEBS 4-15= 675/1594, 4-14=-2089/1168, 5=14=-504/1162, 6-14=-338/239, 6-12=-336/241, 7-12=-501/1173, 8-12=-1992/1172, 8-11=-724/1512 NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft;.L=40ft; e6ve=5ft; Cat. 11;'Exp C; Encl., GCpi=0.18; MWFRS_ (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Extedor(2R) ,. 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 24-2-9 to 29-9-5,; Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and' forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible formerifying applied roof five load.shown covers rain loading requirements specific to: the use of this truss component. 4 Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless -otherwise indicated: 6) This truss has been designed for a'10.0 psf bottom chord live load nonconcurrent with any other live' loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where'a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 16.Opsf. 8) Refer to girder(s) for.truss to, truss connections. 9) 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. . 40) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=922,' 10=804. 11) This truss design:requires that a minimum of 7/16" structural .wood sheathing be applied:directly to the top chord and 1/2".gypsum . ... sheetrock be applied directly to the bottom chord. - Joaquin Velez PE No.68182 INiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:: June 24,2021 ..Q 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 MITe.k® 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 R p M�Tek' . is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 Duality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0 Qty Ply 2000 A 3CAR 1 OX20 T.24475194 2176446 A068 Hip 1 1 Job Reference (optional) Builders HrstSource (viant Glty,'I-L), slant city, rL - 3356 /, 13.4sU s Jun z zuzl mi I eK industries, Inc. I nuJun,z4 -lowt :4ts zuzl rage l ID:hKY1ep9FiDwfFyJCybTuLLyv92?-PUHBXpgaxnTBnEIS7gzXABSGFCKce_eV3x6H4bz3301 r1-4-0" 7-3-3 8.8-0 16-5-7 22-2-9' 30-0-0 31-4.18 38-8-0 r1-4-0 7-3-3 4-1 7-9-7 5-9-2 7-g-7 4-1 7-3-3 ... Scale = 1:70.7. co ; O 5x6 = 6x8 _ 6.00 F12 5 . 6 .. .. . 5x8 ZZ 4x8 3.00 12 8-8-0 . 16-5-7. 22-2-9' 30-0-0 _ 38-8-0' 8-8-0 7-9-7 — 5-9-2 7-9-7 8-8-0 m m 0 0 .9 m N O � \^, , /__ LOADING (psf) L�•u-,-,t;�u4cJr L�.vv-�,�u4cl, SPACING- L.i.v-.i-u,v-�-mil, 2-0-0 lu.vv-�ru-�-vJr CSI. Lr .v-.i-t,�u4cJr La.v-� DEFL. i,,_uNCJr L,c.vti �,,_u4c1 in (loc) Vdefl Ud PLATES. .. . GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.97• Vert(LL) 0.73 10-11 >635 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -6.98 10-11 >471 180 BCLL '0.0 ` Rep Stress Incr YES WB' 0.78 Horz(CT) 0.62 : 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weig1htc'215 lb FT = 20% LUMBER= :' BRACING- TOP CHORD 2x4 SP No.2 `Except` : TOP CHORD Structural wood, sheathing directly applied. 1-4:2x4 SP No.1 BOT CHORD. Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except 2-2-'0 4o bracing: 9-10 14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12, 6-12, 7-11: WEBS 2x4 SP No.3 WEDGE Left: 2x4' SP Nci Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC:1), 9=1429(LC 1) FORCES. (lb) -Max; Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TORCHORD 2-3=-4690/2882, 3-4m-4548/2895,4-'5=-2525/1658, 5-6=-2194/1617, 6-7=-2533/1652, 7-8=-4565/28831 8-9= 4713/2897 BOTCHORD 2-13=-2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=-2435/4177, 9-10=-2509/4249 WEBS 4-13=-481/1155, 4-12=-2226/1450, 5-12=-342/728, 6-12=-271/276, 6-11=-332/730, 7-11=-2084/1441, 7-10=-561/1113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (&Second gust) Vasd=124mph;.TCDL=42psf; 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(t) 2-8-0 to 16-5-7, Exterior(2E) 16-5-7 to 22-2-9, Exterior(2R) 22-2-9 to 27-10-7, Interior(1) 27-10-7 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. 9) All plates are 2x4 MT.20 unless.otherwise indicated.' 6) This truss has been designed for a 10.0 psf bottohi6h6rd live load nonconcurrerit with any other live loads. 7) `.This truss has been designed. for a live load of 20.Opsf on the bottom chord in All areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and;any other members. 8) Refer to girder(s) : for truss to truss connections: Joaquin Velez:PE No.68182 9) Bearing at joint(s) 2 considers parallel to grain -value using ANSI/TPI 1. angle:to grain formula. Building designer should verify MiTek USA, lhd. FL Gert 66U capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 10) .Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Date: 2=922, 9=804. It 9,4 9fM1 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 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 deslgri is based only upon parameters shown, and is for an individual building component, riot a truss system. Before use, the.building designer must vedfy;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. guldance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSO-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 A SCAR 1 OX20 T24475195 2716446 A07 : Hip 1 1 Job Reference (optional) tyuuaers rtrsrbource trlanl ury, rLi, ream Lary, r-L - woof, m4au s ,tun Z eUel Mt I eK inausmes, inc. i nu uun e,4 t j:uo:4a zuz i rage i V6gD10H2OVeg1 Nkl sxoNemzyuULB-thrZl8hCi4b100KehXUmjL?W W cj INOoelbsrc2z3300 r1 4 t9 7-1-0 8-8-0 13-3-1 18-5-7 20-2-9 25-4-15 30-0.0 31-7-0, 38-8=0 p0.0-Q �1-4-0 7.1-0 1-7-0 4-7-1 5-2-6 1-9-2 5-2.6 4-7-1 1-7-0 7-1-0 1-4-0�, Scale=1:71.2 5x6 = 5x8 = 6.00 F12 6 7 :4x8 -5- 4z8 5.. 8 26 5x6 25 2x4 d 3 ST1.5x8 STP =24 co <I 12 O 4x8 % 4x8 ,3.00 12 A-A-n .. .1 R.S.7 .. .70-7-9. ... 30-0-0 38-B-0 . 12Io Ic?, N 8-8-0 9-9-7 ' 1-9-2 ' 9-9-7 1B-8-0 Plate Offsets (X Y)-- [2:0-6-7,0-0-21, [4:0-3-0,0-3-01; [6:0-3-0,0-2-01, [7:0-6-0,0-2-81; [9:0-3-0,0-3-01, [11:0-6-7,0-0-21, [13:0-6-4,0-4-121, [17:0-6-4,0-4-121 LOADING (psf) SPACING-. 2-0-0 CSI.. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.66 13-14 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.88 13-14 >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.50 : 11: n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -AS Weight:241 lb 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 5-15 REACTIONS. (size) 2=0-8-0, 11=Mechanical - Max Horz 2=408(LC 1.1) Max Uplift 2=-920(L0.12), 11=-92b(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) Of less except when shown. TOP CHORD 2-3=-4882/2791; 3-4=-4659/2679, 4-5=-4650/2750, 5-6=-2240/1461, 6-7=-1955/1379, :7-8=-2230/1449, 8-9=-4654/2784, 9-10=4664/2714, 16-11 4888/2825 BOT CHORD 2-17=-2369/4620, 15-17= 1310/2745, 14-15= 741/1943, 13-.14=-1354/2701, 11-13= 2433/4442 WEBS 3-17=-258/293, 5-17=-1070/2159, 5-15- 1105/806, 6-15=-478/793, 7-14=444/767, 8-14=-1046/819,:8-13— 1094/2033, 10-13=-265/292, 7-15=-224/279 NOTES 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-16; Vult=160mph (3-second gust).V6sd=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-M, Interior(1) 2-8-0 to 18=5-7, Exterior(2E) 18-5-7 to 20-2-9, Exterior(2R) 20-2-9.to 25-10-7, Interiorl 25-10-7 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=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't. 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) 2=920, 11=920. 40) 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 Velbi.PE No.68162 MTek USA, Inc. FL Cert 8934 6904 Parke East Blvd. Tampa FL 336.10 Date: June 24,2021 0 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 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 MOW— is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the IVI� lW fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS11TPlr 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 ti Qty ,Ply 2000 A 3CAR 1 OX20 T24475196 2776446 A09 : Roof Special 9 1 Job Reference (optional) lsumers t-trstzjource triant Ltry, r-L/, mant Lmy, rL - 3356f, 8.43U s Jun 2 2U21 not I eK Industries, Inc. 1 nu Jun 24 13:U5:51 2U21rage 1 I D:6gD IOH2OVegi Nk1 sxoNemzyuULB-p3yJ9gi SDi riehU 1 pyXEom4ri QMjrLYxlvLxhwz330_ 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 t10-0-q 1-4-0 6-1 14 2-6-2 4-5-12 6.2-4 6-2-4 4-5-12 2.6.2 6-1-14 1-4-0 Scale = 1:70.4 5x6, ` 6 6.00 12 5x6 i 24 25 5x6 5 7 2x4 11 . . . 2x4 11 5x6 4 B 5x6 _ 3 9 ST1.5xBSTP= 26 ST1.5xB STP m 1 0 0 10 o 11 m N Iv o 48 11 .. . 4x8 //. - 5x8 Z 412 3.00 12 8-8-0 16-3-7 22-4-9 30-0-0 38-8-0 8_8_0 7-7.7 8_1_2 7-7.7 8-6-0 Plate Offsets (X,Y)-- [2:0-2-15;0-0-51, [2:0-0-3,1-11-71, [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 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' Udefl L/d PLATES- GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 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) -6.87 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 FBC2020/TP12014 Matrix -AS Weight: 236 lb 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 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 11) Max Uplift 2=-920(LC 12), 10— 920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) FORCES. (lb) -'Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD.. 2-3=-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, 6-1'5= 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 forthis 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) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(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 & 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 2-0-6 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. @) 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 beadng:surface... 7) Provide mechanical connection, (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) except at=lb) 2=920; 10=920. P) 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 Velei.PE No.68182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ..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 MOW OW 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 . ANSUTPIr 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 Y Qty , Ply 2000 A 3CAR 1 OX20 T24475197 2776446 A10 . .: ROOF SPECIAL 1 1 - Job Reference (optional) Cullaers rlrstbource (1-lam Utty, t-L), slant L ny, t-L - 33bbf, .. 8.430 s Jun 2 2021 MI I ek Industries, Inc. I hu"Jun 24 13:05:52 2021" Page 1 ID:6gDIOH2OVegl Nk1sxoNemzyuULB-IGWhNAj4_?zcFl3DMg2TL_d2LphOank5_Z4VCNz33Nz 19-B-0 r1.4.01 6.1-14 , B-8-0 13.1-12 19-0-0 19,-4-p 22-4-9 25-6-4 30.0.0 32.6.2 38-8-0 40-0-0 '1-4-0' 6-1-14 ' 2.6.2 ' 4-5-12 5-10�44 2-6-9 3.1.11 - 4-5-12 2-6-2 :"6-1-14 04-0 Scale = 1:73.2 6xB = 6.00 12 6 5x8 1- 24 25 . 5x8 5. 7 5x6 i 5x6 B 2x4 zz 4 2x4 3 9 ST1:5xB.STP= 26 ST1.5xB STP = 23 I 0 2 i4 27 1341 1 12 9 7x10 = 15 7x10 11 IvN. d .:4x4 = 4x8 = 4x4 =: o 4x8 \\ 5x8 = 4z12 3.00 12 4x8 dale unsels kA,TI-- tZ:U-U-,3, 1-1 1-11, IZ:U-Z-Ib,U-U-af, I4:U-J-U,U-J-Uf, IO:U-4-U,U-U-t5I, Ib:U-J-U,U-J-UI, [IU:U-U-J; 1-11-/1, [ 1U:U-4-I I,U-1-0], IIZ:U-0-1 Z,U-b-UI, IIb:U-/-4,U-b-4I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc)" I/defl . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58. Vert(LL) 0.57 12-13 >813 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Veri(CT) -0.81 15-16 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.49 : •10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight; 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD. Structural woodsheathing directly applied or 2-2-9 oc puffins. 1-4,8-11: 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied.or 2-2-0 oc bracing. 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= 422(LC 10) Max Uplift 2= 920(LC 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=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672, 7-8=-5262/2795;8-9=-5259/2701,9-10=-5515/2878 BOT CHORD 2-16=-2450/5660; 15-16=-1349/3403, 13-15=704/2219, 12-13=-1376/3029,, 10-12=-2485/6047 . WEBS :6-13=-607/1300, 7-13=-1118/778, 7-12=-1094/2378, 6-15=-604/1359, 5-15=-1183/775, 6-16— 1100/2578, 3-16=-261/265, 9-12=-272/265 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Extedor(2R) 19-4-0 to 23-4-6, Interior(1) 23-4-0 to 4b-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6b 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 joints) 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 joints) except at=lb) 2=920, 10=920. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 -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 desigri Is based only upon parameters shown, and is for an Individual building component, not �• - :a truss system. Before use, the building designer must vedfy.the applicability of design parameters and propedyincorporate this design into the overall- - building,design. Bracing indicated is to prevent buckling of Individual truss web and/or. chord members only. Additional. temporary and permanent bracing "MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication., storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203. Waldod, MD 20601 .. Tampa, FL'36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR 1OX20 .' T24475198 2776446 All 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. Thu Jun 24 13:05:53 2021' Page 1 I D:20VQZHln97x9G5M9NmJalQz3Sfx-mS44aW kiIJ5Tt?ePwNZitBA9GD4uJ EtEDDg2kpz33Ny r1-4-q 6-11-13 8-8-0, 12-3-11 17-0.0 - 21-8-0 26-4-5 30.0-0' 38.B.0 A0-0-Q 1-4.0 6-11-13 1-8-3 3-7-11 4-8 4-8-0 4-8-5. 3-7-11 8-8-0 1-4-0 Scale = 1:73.2 5x8 = 5x6 = 6.00 F12 .. 5 6 3x10 3x10 Q 4 5x6 i 23 24 5x6 3 8 0 cc ST1.5x8 STP = ST1.5x8 STP = 22 25 " 2 15' :14 13 12 .. 11 9 .m o 1 7x10 = 4x4 =' 4xB = 4x8 = 7x10 = 10 Iv1N o 4xB n 4x8.; . 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI." DEFL. in (]cc) Well Ud PLATES GRIP TCLL 20.0' Plate Grip-DOL 1.25 TC 0.89: Vert(LL) 6.57 14-15 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -6.76 14-15 >607 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight:228 lb FT = 20% LUMBER= BRACING - TOP CHORD 2x4 SP No.2 *Except* rTOP CHORD Structural wood. sheathing. directly applied. 1-3,8-10: 2x4 SP No.i 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=-349/405, 5-14=-435/856, 6-12=-429/809, 8-11=-355/405, 4-15=-1170/2126, 4-14=-11131785, 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; VuIt=160mph (3-second gust) Vasd=124riph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3714 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 formerifying 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. at=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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom' chord. a MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ;Q 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 overalb building design. Bracing indicated is to prevent buckling of Individual trussweband/or. chord members only. Additional temporary and permanent -bracing . WWII Is always required for stability and to prevent collapse: with possible personal injury and property damage. For general guidance regarding the 'y'�Tek" fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSI/TPIr 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 r Qty Ply 2000 A 3CAR 10X20 T24475199 2176446 Al2 : Hip Truss.. 1 I1 Jab Reference (optional) Lwituers rlrsl5ource trlanr flay, I-L), rlant filly, rL - JJ0t7/, - t5.4Ju s dun Z ZUZ 1 MI I eK maus[nes, Inc. i nu Jun. z4 1J:u=* zuz I rage 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-irCq?ClzHwLB6Joo2obAzcFWi1 kMnDvXgXJ9phz33Nw 1-4- 7-3-3 8-8-0 15-0-0 23.8-0 30-0-0 1-4-1 38-8-0 0-0- 1-4-0 7-3-3 4-14 6-4-0 8-B-0 6-4-0 -4-14 7-3-3 1-4-0 Scale=1:73.2 • 6.00 F12 5x6 3x4 = 5x6 - 5 256 26 7 27 Sx6 i 5x6 Q 2x4 �� 4 24 8 2x4 o 3 9 dr ST1.5x8' STP = ST1.5x8 STP = 23 28 .m 2 16 15 :29 :14 30 13 ,— 12 1 7x8 = 10 11 C.) 4x8 = 4%8 = 7x8 = 5x8 ZZ 5RB % 3.00 12 8.8-0 15.0-0 23.8-0 30-0.0 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;0-1-2],[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) 0.59 12-13 >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[TP12014 Matrix -AS Weight:225 lb 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. i B) 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= 426/11:06, 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 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(2191) 23-8-0.to 29-3-14, Interior(1) 29-3-14 to.40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4): Provide adequate drainage to prevent water ponding. 5) This truss has been, designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 fitbetween the bottom chord and'any other members, with BCDL = 10.6psf. 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.fo bearing plate capable of withstanding 100 lb uplift at joint(s) except at=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 Velei:PE No.66192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMll-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 vedfy;the applicability of design parameters and properly Incorporate this design j6to the overall • building design. Bracing indicated is to prevent buckling of Individual truss web and/or. chord members only. � Additional, temporary and permanent bracing A 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?PII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation, available from Truss Plate, Institute,:2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2000 A 3CAR 1 OX20 T24475200 2776446 r A13 : .. Hip Truss 1 1 Job Reference (optional) cmiuers rtrsmource trianl ldiy, r-L), ream uty, r-L - 33bot, .. 8.430 s Jun 2 ZUZI Nit I eK Inttustne% Inc. I riu Jun.24 13:05:57 2021 I age 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-eDKaQtnDpYbvMcxA9Dee2l.Kr4gR3F1 FgBroGtaz33Nu r1-4.4 B-B-O 13.0-0 19-4.0 25-8-0 30.0-0 N-20 38-8-0 p0-0•q 1-4.0 4-4-0 6.4.0 6-4-0 4-4.0 8-8-0 1-4 o Scale = 1:73.2. • 6.00 F12. 5x8 - 2x4 11 5x8 4 22 235 24 25 6 5x6 i 5x6 3. 7 c? 21 26Z ST1.5x8 ST1.Sx8 STP= " 27 :��0 ;STPj20 m 2 13 12 11 10 1 7x10.= 4x8 7x10 = 8 9 Ma 6 0 4x8 = 0 4i 8: zz 4x8 % 3.00 �12 B-B-O 19-4-030-0-0 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], [3:0-3-0,0-3-0], [4:0-5-4,0-2-81, [6:0-5-4,0-2-8], [7:0-3-0,0-0-0], [8:0-6-3,0-0=2]i [10:0-6-4,0-4-121, [13:0-6-4,0-4-121 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES . GRIP TCLL : 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) 6.64 11 >722 240 MT20 244?190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.87 10-11 >535 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.48 8: n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210 lb FT = 2.0% 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) Mai 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=-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=71392/2733, 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: 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(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, Extedor(2R) 25-8-O.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 20.0psf 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, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing. surface. .. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=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 Velei:PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 .0 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, thepuilding designer must verify -the applicability of design parameters and properly: incorporate this design Into the overall building,design. Bracing indicated is io prevent buckling of Individual truss web and/or chord members only. Additionattemporary 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; OSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information, available from Truss Plate. Institute,'2670 Crain Highway, Suite 263,Waidort, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply 2000 A 3CAR 10X20 T24475201 2776446 A14 Hip Truss 1 1 Job Reference (optional) Builders Pustsource (Plant City, FL), Plant city, FL - 3356t, 6.43u s dun z zuzl MI I eK Inaustnes', inc. t nu'dun 24 i 3:05:56 zun Page 1 ID:20.VOZHIn97x9G5M9NmJalQz3Stx-6QuzeDnrarkmzmW Njw9taEtOBEnQ_UBzMVXpQOz33Nt r1-4-q 8-8-0 J1-0-0 19-4-0 ' 27-8-0 30-0-0' , 38-8-0 f10-0-q 8-8-0 2-4-0 8-4-0 8.4-0 2-4-0 8-8-0 1-4 00 Scale = 1:71.7 6i8 7x8 = 6x8 = 6.00 12 2x4 Il. 4 22 23 5 24 25 6 2x4 11 3 " 7. m 0 21 ST1.5x8 STP ST1.5x8 STP= 20 27 0 13 .. 12 11 10 1 2 7x10 = 4x8 =.. 7X10 = 8 9 IO 0 a O 4x8 4X8 ZZ 4x8 ?, 3.00 22: 8-8-0 19.4.0 30.0-0 38-6-0 r 8.8-0 T—. 10.8.0 10.8-0 8.8-0 Plate Offsets (X,Y)--[2:0-6-3,0-0-21,[4:0-4-0,0-1-151,[5:0-4-0,0-4-81,[6:0-4-0,0-1-151,[8:0-6-3,0-0-21,[10:0-6-8;0-3-121,[13:0-6-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl 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 FBC2020ITP12014 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=71692/3243, 8-10= 2415/4369.. WEBS 3-13=-325/480, 4-13=-1172/1881, 4-11= 579/1199, 5-11=-555/580, 6-11 =-578/1 199, 6-10- 1188/1785, 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=45ff;.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(l) 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, Extedor(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.li4e, 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, 8 considers parallel to grain value using ANSj/TPI 1 angle to grain formula: Building designer should verify capacity of bearing surface..... 8). Provide mechanical connection (by others) of trussao bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=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 Velei:PE No.68182 MiTek USA, Inc. FL Cert6634 •, East , ; . 6804 Parke Blvd.Tampa ampa FL 33610 • Date: June 24,2021 :0 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 vedfy.the applicability of design parameters and propedyjncorporate this designanio 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 Jab Truss Truss Type r Qty Ply 2000 A 3CAR 10X20 T24475202 2776446 A15 Hip Truss 1 1 Job Reference (optional) DunuurS nrsiouwue tnant i.ny, rLi, Mann Gny, rL - 33567, 8.430 s Jun 2 202i MIA eK Indusines, inc. Thu Jun 24 A3:06:00 202A rage i I D:20VQZH I n97x9 G5M9 N mJal Qz3Stx-3o?j2vo56T_U D4gI gLBLgfyNj2RdS R 6Gq pOwUvz33Nr r1-4-q 6-2-7 9.0.0 15-10-11 22-9-5 29-8-0 32-5-9 38.8-0 AO-O-q 1-4-0 6-2-7 2-9-9 — 6-10-11 6-1.0-11 6-10-11 2� 9 9 ~ 6-2-7 1-4-0 Scale = 1:71.7 7x6 = q. 4x4 = 7x8 = 7x8 = 6.00 F12 4 26 27 5.28 6 29_ 30 31 7 3x4 rn 3x4 3 8 w 0 ST1.5x8;STP=ST1.5x8 STP= ' N 24 25 32 33 16 15 13 10 m 1 2 17 7x8 _ 14 12 1.1 9 10 Iv 1N 0 2x4 II 7x8 WB:= . 4x12 7x8 2x4 II d 4x6 3x8 3.00 F12 3x8 6-2-7 8-8-0 15-10-11 22-9-5 30-0-0 32-5-9 . 38-8-0 6-2-7 2-5-9 7-2-11 6-10.11 7-2-11 2-5-9 647 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, [4:0-5-12,0-2-121, [6:0-4-0,0-4-81, [7:0-5-12,0-2-121, [9:02-9,0-1-81, [12:0-4-0,0-3-41, [16:0-4-0,0-3-41 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in floc) I/defl Ud 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/TP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD. Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except` WEBS ! Row: at midpt 4-15, 7-13 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) FORCES. (lb) - Max: Comp./Max: Ten. - All forces250 (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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2E) -1-4-0 to 2-8-0, Interior(!) 2-8-0 to 9-0-0, Exterior(21`1) 9-0-0 to:14-7-14, Interior(!) 14-7-14 to, 29-8-0, Exterior(2R) 29-8=0 to 35-3-14, Interior(!) 35-3714 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. t) 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 at=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, 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: June 24,2021 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 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 permanentbracin9 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 ' : r City. Ply 2000 A SCAR I OX20. T24475203 2116446 A16 : .: HIP TRUSS 1 3 Job Reference (optional) tiUlltlerS tlfSttiOUfCe (Plant C:Ity,'rL), slant city, fL - 33567, p;•• :.,;n . y,;�p • ,,,,_,-_ 8.430 s Jun 2 2021 MlI ek Industries'; Inc. I hu'Jun 24 13:06:01 2021 Page 1 ID:20VCiZHIn97x9G5M9NmJalCiz3Sfx-X?Z5GF: jtm6KgEFyO3iaCtVcLSttBveOTmTOLz33Nq .. .33-5-7 i-1-4-01 5-4-10 1 7-0.0 13-3-0 19-4-0- 25-5-0 31-3-8 31-8.0: 38.8-0 6 6-3-0 6-1.0 6.1-0 5.10-8 0.4-8 - 5-2-9 " 1-9-7 Scale = 1:71.5 . 6x8 = 74 = 44 - 7x8 6.00 rl2 10x12 --2z4 2x4 :3 — 4 16 5 617 18 7 1 a 15 19.: 14 13 12 11: 20 9 10 1v IT o _ 8x12 5x8 = 1Dx12 = 5x6 = d 7x10 6x12 = ST1.5x8 STP =: ST1.5x8 STP 3.00 12: 5x6 7-4-8 13-3-0 19=4-0. 25-5-0 31-3-8.' 31r110 38-8-0 7.4.8 5-10-8 6-1-0 6.1-0 _8 0-4-8 7-0- Plate Offsets (X,Y)-- [1:0-4-11;Edge] [3:0-5-8,0-3-0], [4i0-4-0;0-4-8], [6:0-4-0,0-4-8], [7:0-11-4,0-5-12], [9:0-5-11,Edge], [13tO-6-0,0-6-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. .. in (loc) Well L/d PLATES. GRIP TCLL MO Plate 66p'DOL 1.25 TC , 0.56 Vert(LL) 1.08 13 >418 : 240 MT20 2441/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -1.12 13 >405 180 BCLL.0.0.Rep Stress Incr NO WB 0.66 Horz(CT) 0.42 9• n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight., 746 lb FT=20% LUMBER- BRACING= TOP CHORD 2x6 SP No.2 *Except* TOP. CHORD.: Structural wood.sheathing directly applied or 5-11-8.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=b-8-0 Max Horz 1=-166(LC 6) Max Uplift 1=-1998(LC 8), 9=-2128(LC 8) Max Grav,1=3502(LC 13), 9=3557(LC 14) FORCES. (lb) -:Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD . 1-2=-12383/6993, 2-3_ 13154/7412, 3-4=-17854/1.0336, 4-5=-17854/10336, 5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285, 8-9=-12540/7085. . BOT-CHORD 1-15=-6230/11;414, 14-15=-6898/1:2826,13-14=-11601/20405, 12-13=-10387/18313, 11-12= 6742/12418, 9-11=-6330/11484 WEBS 3-15=-1816/3712, 4-14=-748/793, 5-13=-166/394, 6-13=-1263/2159, 6-12=-1554/1266, :7-11=-1852/3766, 2-15=-.737/1358, 8-11=-455/868, 3-14=-3275/5431, 5-14=-2719/1600, . 7-12=-3659/6007 . 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 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-b Do. 2). All loads are considered a uall applied to all lies; exoe f if noted as front F or:back B face in the LOAD CASES section. PI to q Y PP P P () () () Y .... ply connections have been provided to distribute only loads -noted as (F) or (B),'unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. , 4) Wind: ASCE 7-16; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 9). 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 al 0.0 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 Joaquin VoI&PE No.66182 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cart 6634 9). Bearing at joint(s) 1, 9 considers parallel to grain.valuwusing ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd. Tampa FL 33610 capacity of bearing -surface. ... Date: 10) :Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b.) Jule 24,2021 1=:1998; 9=2128. .® WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MIT EK 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 comporient, hot a truss system. Before use, the building designer must vedfythe applicability of design parameters and propedyincorporate 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 ANSYTP11 Ouality Criteria; DSB-89 and BCSI Building Component. 6904 Parke East Blvd. ' Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 263. Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type - r Qty Ply 2000 A SCAR 10X20 — T24475203 2776446 A16 : HIP TRUSS 1 3 Job Reference (optional) ..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 des'igr. is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy:the applicability of design parameters and properly:incorporate this design:into the overall building,design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general. guidance regarding the - fabfication., storage; delivery, erection and bracing of trusses and truss systems, see . ANS/?PII 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 Qty Ply 2000 A 3CAR 1 OX20 T24475204 2776446 B01 Hip Girder. 1 1 Job Reference (optional) ouuuers rlr5i0ource (rlani usty, rLl, ..r•lant L ny, rL - 3300 r, - - - - ts.46U s Jun z zuzl mt.t eK InOusTneS, Inc. I nu jun z4 1'J:Ub:Uz zUZ1rage 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx•?B7TTbrMe4EBSOgBymDpl42ghrE2wVXZH7V1 Zoz33Np 1-4-0 5=0-0 7 8.0 12-8-0 14-0-0 1-4-0 5-0.0 . .. 2-8.0 5-0-0 1-4-0 Scale=1:25.0. 4x4 44 3 of 6 N Io 3x4 - 3x4 = 5=0.0 7-8-0 12-8-6 . . ' 5-0-0 2-B-0 5-0-0'.. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC. 0.33 Vert(LL) -. 0.06 8-11 >999 240 MT20 244/190 TCDL.': 7.0 LumberDOL 1.25 BC- 6.44 Vert(CT) -0.08 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 6.02 5 n/a n/a BC.DL 10.0 Code FBC2020/TPI20.14 Matrix -MS Weight: 51 lb FT = 2.0 LUMBER- BRACING- TOF CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing. directly applied or 4-8=14:oc purlins. BOT CHORD 2x4 SP No.2 BOT: CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 5=0-8-0 Max Horz. 2-131(LC. 7) Max Uplift 2=-516(LC.8), 5=-516(LC 8) Max Grav 2=836(LC 1), 5=836(LC 1) FORCES. (lb) - Max: Comp./Mai. Ten. - All forces.250 (lb) or less except when shown. TOP CHORD 2-3=-1335/657, 3-4=-1157/640, 4-5- 1335/657 BOT CHORD 2-8=-487/1145, 7-8=-479/1157, 5-7= 483/1145 WEBS :3-8=0/290, 4-7=0/290 s. 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); 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 20:0p'sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and.any other members. " ' 7) Provide mechanical connection (by others) of.truss to bearing plate. capable of withstanding 100 Ib uplift at ioint(s) except at=lb). .. 2=516, 5=516. . . . . . . . .. . . . . 8). Hanger(s) or other. connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at 5-0-0, and 61 lb down and.146 lb up at 6-4-0, and 195'Ib down and 334 lb up at 7-8-0 on top chord, and 116 lb' down at 570-0, and 47 lb down at 674-0, and 116 lb down at 7-7-4 on bottom chord.; The-design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD. CASE(S) section, loads applied to: the face of the truss arenoted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1:25, Plate Increase=1.25 Uniform Loads (plf) • Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 " Joaquin VeI&PE No.68182 Concentrated Loads (lb) MiTek USA, Ine. FL Cart6634 Vert: 3=-148(F)4=-148(F) 8=-98(F) 7=-98(F) 15= 61(F) 16=-38(F) 6904 Parke East Blvd. Tampa FL 33610 Date: ... June 24,2021 .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 M A�Tek'.' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication., storage; delivery, erection and bracing of trusses and truss systems, see . ANSUTP11 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, FL36610 Job Truss Truss Type Qty. Ply 2000 A 3CAR 1OX20 T24475205 2776446 802 : .: Common 2 1 Job Reference (optional) ouuue15 rnatauurue trtam L.ny, rLr, ..riani ugly, rL - 3300/, .. - - 0.4du s Jun Z ZUZI MLI BK mOusines, inc. I nuVun. Z4. I J:Ub:Ud ZUZIrage I I D:2Q..VQZH In97ic9G5M9NmJaIQz3Stx-TNhshxr_OOM24XPKW Tk2HI4wpFZFfxgiwnFa5Ez33No -1 4 0 6-4-0 12-6-0 14-0-0 6-4-0 6-4.0 Scale = 1:24.7 . 49 - 3 1 3k4 = 3x4 = 640 12-80 6-4-0 6-4-0 Plate Offsets (X,Y)-- 2[ .0-1-4,0-0-2]- LOADING (psf) SPACING- 2-0-0 CSL. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 : .: Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 6-12 >999 .240 MT20 244100 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 : Horz(CT) 0.01 4. n/a n/a BCDL 10.0 Code FBC2020/TPI20,14 Matrix -AS L Weight: 49 lb FT = 20 LUMBER- BRACING= TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood: sheathing: directly applied. BOT CHORD 2x4 SP No.2 .. BOT CHORD Rigid ceiling directly applied: WEBS 2x4 SP No.3 REACTIONS. (size) '2=0-8-0; 4=0-8-0 Max Horz 2=-158(LC.10) Max Uplift 2=-378(LC.12), 4=-378(LC 12) Max Grav 2=541(LC i), 4=5 1(LC 1) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-656/817; 34=-656/818 BOT CHORD 2-6=456/532, 4-6=456/532 . WEBS .376=-44/282 NOTES- 1.) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE _7-16; Vult=160mph (3-second•gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=oft; Cat... . ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E)-1-.4-0 to 2-8-0, Extedor(2N) 2-8-0 to 6-4-0, Corner(3R) 6-4-.0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces &:MWFRS for reactions shown, -:Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading'requireme'nts specific " to the use of this truss component. " 4) This truss has been designed for a.10.6 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 (jt=lb) 2=378, 4=378. 7) This truss design requires that a minimum of 7/16"'structural wood sheathing be applied directly to the top. chord and 1/2"'gypsum. she etrock be applied directly to the bottom chord. Joaquin Velei:PE No.68762 MiTek USA, Inc: FL Cent6634 .... 6904 Parke East Blvd. Tampa FL 33610 ; Date:.: ' June 24,2021 .® 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 properly incorporate this design Into the overall building.design. Bracing indicated is to prevent buckling of individual trussweb and/or chord members only. Additional temporary and permanent bracing . M!Tek' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSLITPII Quality Criteria; DSB-99 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 A 3CAR 1OX20- T24475206 2776446 B04 - .. Common 3 1 Job Reference (optional) Cuuoers rrrsibource rriam uny, r-Lj, riani uny, rL- 0J00/, SAW s Jun 2 2021 Ivu !UK muusmes, 111p. I IIO JIl1144 10:VOU4 4U41 rage! I D;20VQZHIn97x9G5M9NmJalQz3Stx-xZFEuHsc9hUvih_X3BGHgV751fvi008sI R_8dgz33Nn IN1-4-0 6-4-0 12-4-0_. 6-4-0 6-0-0 5x6 — Scale: 10=1'. 3 3x4 =.':: 4x4 = 6-4-0 12-4-0 6-4-0 6-0-0 Plate Offsets (X Y)-- 14.0-0-0 0=1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl • Ud PLATES: GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4: n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight; 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD.: Structural wood. heathing.'directly, applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz2=148(LC1.1) . Max Uplift 4=-250(LC 12), 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) - Max. Comp./Max.: Ten. -All forces'250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 3-4=-634/724 BOT CHORD .2-5=-485/508, 4-5=-485/508 . WEBS 3-5=-23/270 NOTES- 1) Unbalanced roof live ]bads 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=4511; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Exterior(2R) 6-4-0 . . to 10-.4-0, Interi6r(1) 10-4-0 to 12-4-0 zone;C-C'for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading 'requirements specific to the use of this truss component. 4) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other_]ive: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 at=lb) 4=250, 2=378. 7) This truss design requires that a minimum of 7/16" structural "wood sheathing be applied directly to the top. chord and 1/2" gypsum. sheetrock be applied directly to the bottom chord. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - June 24,2021 .A WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020BEFORE USE.. Design valid for use only, with MiTek® connectors. This deslgn is based, only upon parameters shown, and is for an Individual building eomporient, 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 permanenthbracing 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, DSO-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 A 3CAR 10X20_ T24475207 2776446 C1 Jack -Open 11 1 Job Reference (optional) tfuncerS tlrsibource Imam ldty, t-Lj, . slant L;ny, rL'- 33bb 1, U.4Ju s Jun z zuzl mit eK Inaustnes', Inc. I nu'JUn Z4 13:Ub:Ub ZUZINa e 1 " ID:20VQZHIn97x9G5M9NmJaIQz3Stx-Pmpc6dtEw?cmJrZjdunW MjgK33Me7s??_4kh96z33Nm -1-4.0 0-11-4 1.4-0 0.11-4 Scale = 1.7.6 6.00 12 .. 2 . . x6 ST 4' . 1 0 Qo.. �� Qo 3x4 .- . 0-11-4 0-11.4 . .. Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI.. DEFL.. in (loc) I/defl . L/d. PLATES . . GRIP TCLL : 20.0 : Plate Grip DOL . 1.25 TC 0.32: Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BOLL 0.0 `' Rep Stress Incr YES . " WB' 0.00 Horz(CT) 0.00 4: n/a n/a BCDL 10.0 Code FBC2020/TP12014 _ Matrix -MP a 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 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=91(L6 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) (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=oft; Cat. .. ll; Exp C;"Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C:-C for members and forces & MWFRS for reactions . shown; Lumber DOL=1.60 plate grip DOL=1.60 2). Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf"bottom chord 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 f'it.between the bottom chord and any other members. 5) Refer to girder(s) for truss to:truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=227. • Joaquin Velbz:PE No.66182 . MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date:: .: .... June 24,2021 ..© 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 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 + + City. Ply 2000 A 3CAR 10X20 T24475208 2776446 C1 B : JACK -OPEN 2 1 Job Reference (optional)" bullaers mrstbource (Plant Gny,'t-L), Plant city, FL- 33bb7, -1-4-0 8.43U S Jun 2 ZU21 Mi.] eK Industries, Inc. I nu Jun 2413:Us:Us ZUZ1 rage 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-tyM_JyushJkdx?7vBcllvWCW pTi6sJEockTEiZz33Nl 0-11-4 0-11r4. Scale = v 0 m m d N .._. .6 0-11-4 r . 0-11-4 date Uttsets (x,Y)-- fZ:U-1-4,U-U-2J LOADING (psf) SPACING-. . 2-0-0 CSI.. DEFL. in NO I/defl Ud ... PLATES GRIP TCLL : 20.0 : Plate Grip DOL : 1.25 TC 0.26: Vert(LL) 0.60 5 >999 .240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BOLL 0.0 Rep Stress Incir YES WB 0.00 Horz(CT) 0.00 : 4: n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER= BRACING- . . . TOP CHORD 2x4 SP No.2 TOP. CHORD. Structural wood. sFteathing:directlyaCiplied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD.-.:: Rigid ceiling directly applied.or 10-0-0 oc bracing. REACTIONS. (size). 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz '2=91(LC 12) Max Uplift 3=-3(LC 1:),:2=-227(LC.12), 4=-15(LC 1): . Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces.250 (lb) or less except when shown: NOTES- .. . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h.=25ft; B=45ft; L=40ft; eave=5fi; Cat. 11; Exp C; Encl.; GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for.members and forces & MWFRS for reactions shown; Lumber DOLL 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 psfbottom 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. % Provide mechanical. connection: (by others) of truss to bearingplate capable of withstanding' 100 lb uplift at joint(.$) 3, 4 except Ot=lb) 2=227. • ' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 Parke East Blvd. Tampa FL 33610 . Date: June 24,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 19 202 BEFORE USE. :® N 9 P Ce // 0 U�� Design valid for use only with. MiTekC1 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/orchord members only. Additional. temporary and permanent bracing NOW. is always required for stability and to prevent collapsewith 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-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 A 3CAR I OX20 - .. T24475209 2776.446 C1 C : .. JACK -OPEN 2 1 Job Reference (optional) t4WlaerS rtrstbource (rant Gny, rL), slant ulty, t-L- 33bbf, :... ;� r ,, _ ,t d 43U s dun z zuzl mi-i eK Inausines, inc. i nu aun z4 10:Ub:Ub ZUZT rage l :ID:hKY1ep9FiDwfF JC bTuLL . 92�-t - y y yv yM_JyushJkdx?7vBcIIvwCWpTfrsJE9CkTEiZz33Nl 1 4 0 0-11-4 1-4-0 0_11_4 Scale = 1.7.6 . 3 6.00: 12. . ' 2. m 6 .. N .. .. O - 1 3x4 = 4' 0-9-8 P-11-4 :D_y_6 _1-1 Plate Offsets -- ' 2:0-4-12;0=0-8 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. .. in floc) I/defl . L/d PLATES. ..GRIP TCLL : 20.0 . Plate Grip-DOL 1.25 TC 0.26: Vert(LL) -0.00 5 >999 .' 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 >999 180 BCLL 0.0' ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3: n/a n/a BCDL 10.0 Code: FBC2020/TP12014 Matrix -MP = 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 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=91(LC 12) Max Uplift 3=-74(LC 1),.2= 449(LC 12), 4=-99(LC 1) .. Max Grav 3=125(LC 12), 2=313(LC 1), 4=172(LC 12) FORCES. (lb) - Max. Comp./Nlaz.. Ten. - All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5fi; Cat. .. 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;: cantilever left exposed ;.porch left exposed;C-Cfor. ..members and forces.& MWFRS for reactions shown; LUmber.DOL=1.60 plate grip DOL=1.60 2): Building Designer / Project engineer responsible for verifying applied roof live load shown ;covers rain loading :requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. 5): Refer to girder(s) for truss to:truss connections. 6)' Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding' 100 lb uplift at joirlt(s) 3, 4 except at=lb) 2=449. Joaquin Velez:PE No.68182 MiTek USA, Inc. FL Cert 6634 6 East as Blvd.Tampa ampa.:.33610. Date:: .. June 24,2021 ..� 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 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 ' p is always required for stability and to prevent collapse:with possible personal injury and property damage. For general. guidance regarding the (aytilTQi'k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/71211 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 aty Ply 2000 A 3CAR 1 OX20 T24475210 2776446 Ci P ; .: JACK -OPEN 4 1 Job Reference (optional) 0-11.4 0-11-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) SPACING-, .. 2-0-0 CSI.. DEFL.. in (loc) I/defl Ud PLATES. GRIP TCLL : MO 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/TP12014 Matrix -MP Weight,:5 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOP. CHORD. Structural woodsheathing. directly applied or0-11-4.DOpurlins. 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=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• 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=oft; Cat. .. 11; 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 gdp.DOL=1.60 : . .' : .... 2): Building Designer / Project engineer responsible forberifying applied roof live load shown:cobers rain loading reouirarril specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load rlonconcurrent 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 joirlt(s) 3, 4 except at=lb) 2=246. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett6634 6.9 East Blvd Tampa 04ParkeE.F.L33610 Date: June 24,2021 .Q 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 properlyjncorporate 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 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 A 3CAR 1 OX20 T24475211 2776446 Cis .: JACK -OPEN 1 1 Job Reference (optional) munuers rlrsioource trtani uiy, r-L), .rlani u ay, rL - JJSb/, .. b.4JU s Jun 2 zuzi mi I eK Inousmes, Inc. I nu -Jun. 24 i o:Ub:Ub zuzi rage i I D:mMgl pKnMQsfOZi6RmROHYCzMW VQ-gLUlkev6D.w_LAJHI I I KD_LHw9G02KDkRg2yLmRz33Nj 0114 . 0-11-4 . Scale = 1:6.9 6.00 F12 2 a m .. m . .... ... N'. ... ... 3 2x4 =..:. 0 1-4 0.111.4 Plate Offsets (X,Y)-- [1:0-0-0,0-0-4] LOADING (psf) SPACING-. .. 2-0-0 CSI.. DEFL.. .. in (loc) I/defl . Ud PLATES. GRIP TCLL : 20.0 : Plate Grip DOL : 1.25 TC I 0.01: Vert(LL) -0.00 6 >999 -240 MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -6.00 6 >999 180 ( ) BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz CT -0.00 : 2, n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix -MP Weight:3 lb FT = 20 % LUMBER= :' BRACING- TOP CHORD 2x4 SP No.2 TOP.CHORD Structural wood.sheathing directly applied or 0-11-4 oc 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=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC.17), 3=17(LC 17) . (lb) -Max: Comp./Max. Ten. -All forces:250 (lb) or less except when shown. NOTES - 1) Wind: ASIDE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; 13=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 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-bottomchord 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.mrinection (by others) of truss to bearing' plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3, • " Joaquin Velei.PE No.68162 MiTek USA, Inc. FL Cart 6634 East Blvd Tam pa mpa.F.L:336.10 Date: • June 24,2021 ..® 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 deslj6 is based. only upon parameters shoiyri, and is for an individual building component, not Nil a truss system. Before use, the building designer must verify.the applicability of design parameters and properiyjncorporate this design into the overall: �building.design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse:with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPI1 Quality Criteria,: DSB-89 and BCSI Building Component .. 6904 Parke East Blvd. ' Salety Information: available from Truss Plate. Institute,:2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 -' Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 T24475212 2776446 Ci v Jack -Open Truss 4 1 Job Reference (optional) tjuitoers nrslaource irlani ury, r-Ll, ream ury, rL - 1000r, I : . 1-4-0 1-4-0 i Plate Offsets (X.Y)-- 1`2:0-0-15;Edoe1 0.4Ju J Jul1 L LVL 1 IVII.I Cn II Iuubtl ICJ, u lu. I1lu Jul1 — 1Q.uu.uu — 1 Faqu ID:20VQZHIn97x9G5M9NmJafQi3Sfx-IX27x_wl_E6CoSsUskrSXZg02gjZ3g_buiiuJ uz33Ni 0-11-4 0-11-4 Scale = 0 N t0 O CO Ia a LOADING (pso 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) 6.60 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 FBC2020/fP120,14 Matrix -MP Weight: 5 lb FT = 20% LUMBER= BRACING= TOP CHORD 2x4 SP No.2 " TOP CHORD. Structural wood'' heathing: directly applied or 0-11-4 oc purlins. 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=oft; Cat. 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3).ione;C7C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2 Building Designer/ Project engineer responsible f& 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 beading surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=211. Joaquin Velei:PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. .. June 24,2021 .. .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, thepuilding designer must verify.the applicability of design parameters and propedy Incorporate this design,into the overall: . buiiding.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 . ANSUfP11 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 A 3CAR 1 OX20 _ T24475213 2176446 C3 Jack -Open 11 1 Job Reference (optional) Builders rlrst5ource (Plant city, YL), Plant city, rL - 33567, -1-4-0 d.43U s dun Z 2u21 mii eK InauSirleS, Inc. i nu Jun Z4 I3:U6:U`d ZUZI rage i - I D:20VQZHIn97x9G5M9NmJalQz3Sfx-IX27x_wl_E6CoSsUskrSXZgO2giZ3g_buiiuJuz33Ni 2-11 4 2-11-4 Scale=1:12.7 2-11-4 2-11-4 Plate U1TSetS (A,y)-- t'L:U-1-4,U-U-21 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: n/a n/a BCDL 10.0 Code FBC2020/TP120.14" 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=0-8-0, 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3).zone;&C for members and forces & MWFRS for reactions . .. . shown; Lumber DOL=1.60 plate grip DOL=1.60 : 2)1 Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading ;requiremehts 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 otheraive 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=183. - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ® 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 vedfy: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/TIP/1 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 A 3CAR 1 OX20 T24475214 2176446 C3P . -: JACK -OPEN 4 1 Job Reference (optional) 3x4 = 2-11=4. 2 11 4 Plate Offsets (X,Y)-- [2:0-0-4,0-0-01 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.k: Verl(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 FBC2020ITP12014 Matrix -MP Weight; 12 lb FT = 20% LUMBER: a BRACING - TOP CHORD 2x4SP No.2 TOP CHORD.' Structural woodsheathing. directly applied or2-11-4.Do 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(CC 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=oft; Cat. 11; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(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 :r0uirements 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 otherlive 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) Pr'ovide 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 Velei:PE No.66182 MiTek USA, Inc. FL Cert6634 .. tBld as v a 6904 Parke E Tampa .F.:.336 0 Date:. .. ... June'24,2021 -® 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 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 NOW is always required for stability and to prevent collapsewithpossible 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. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1OX20 T24475215 2776446 C39.., JACK -OPEN 1 1 Job Reference (optional) tjuiiaers mrsl50urce trlant Gny, rL), .slant Lolly, rL - 33b6/, J 2x4 = t3.4Ju is JUn z zuzl mit eK InausineS, Inc. I nu Jun z4 73:Ub:l l zuz1 rage 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-EwAtMgy?W (Mw1 m0t_9uwc_vPIUM_XaUuM0B?Nmz33Ng 2-11-4 2-11-4 Scale: 1 "=1' 3. .. Plate Offsets (X,Y)-- [1:Edge,0-0-41 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC 0:18 Ven(LL) 0.01 3-6 >999 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.19: Vert(CT) -6.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 _ Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC:12), 2=-77(LC 12), 3=-6(LC 12): Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: 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 Exteri6r(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 foVverifying applied roof live load shown covers rain loading jecjuirements 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) 1, 2, 3. • Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:.. June 24,2021 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, riot 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 collapsawith 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 A 3CAR 1 OX20 T24475216 2176446 C3V Jack -Open Truss 4 1 Job Reference (optional bunaers rlrsibource (rlam L ny, I-L), rlant (,ny, rL- 33bbf, .. tl.4Ju s Jun z zuzl MLI eK Inausines, Inc. I nu dun z4 13:Ub:11 zuzi rage 7 I D:20VQZH In97x9G5M9NmJalQz3Stx-EwAtMgy? W rMwl mOt_9uwc_vMYUO?XaUuMOB?Nmz33Ng 1-4-0 2-11 4 1-4-0 2-11-4 Scale = 1:12.7 s. 60012 0. . N. 2 ... .. m C6 ST O 3.00 F12 date utTSets (A,Y)-- I"L:U-U-lb;taget LOADING (psf) SPACING- 2-0-0 CSL 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: 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=0-8-0, 4=Mechanical. Max Horz 2=152(LC 12) Max Uplift 3=-67(LC:12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)' Building Designer/ Project engineer responsible foVveHfying applied roof live load shown covers rain loading recjuirements 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 Qt=lb) 2=174. • Joaquin Velei PE No.66182 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,202 ;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 1' . a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedyjncorporate 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 fabd cation, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Duality 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 Qty. Ply 2000 A 3CAR 1 OX20 T24475217 2776446 C5 Jack -Open 7 1 Job Reference (optional) buimerS rlrsmource trlani uny, M), ..riani cny, rL- JJbbr, - .. 140 .. m4ou s JUn Z ZUZI I1AI.1 eK Inousines, Inc. I nu Jun Z4 IJ:Uo:IZ ZUZ 1 rage 1 I D:20VQZH 1n97x9G5M9NmJalQz3Stx-i6kFaOydH9Unfwb3XsP99BSUk1fNG1 kl bgwZvCz33Nf . 4-11-4 4-11-4 so Scale = 1:17.6. 2 .: ST . P = p•... 4 Q Q 3x4 = 4-11-4 4-11-4. Plate Offsets (X,Y)-- f2:0-1-4,0-0-21 - - LOADING (psf) SPACING-. 2-0-0 CSI.. DEFL. .. in (loc) I/defl L/d. PLATES, .. GRIP TCLL : 20.0 : Plate Grip-DOL . 1.25 TIC 0.65 Vert(ILL) 0.06 4-7 >943 240 MT20 244/1bO TCDL TO 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 FBC2020/-FP12014 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=Mechaanical, 2=0-8-0, 4=1VIechanical 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; 13=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3).-1-4-0 to 2-8-0, Exterior(211) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit.betweenthe 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 joints) except. (jt=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 VBIBZ:PE No.68162 MiTek USA, Inc. FL Cert 6634 Parke East Blvd. Tampa FL 33610 , Date: ... June 24,2021 .® 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, note a truss system. Before use, the building designer must verify the applicability of design parametersand 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 _ p q p ��8k� is always required for stability and to preyentcollapse:with possible personal injury and property damage. For general guidance regarding the p - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS//TP/1 Duality 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 20OD A 3CAR 1 OX20 T24475218 2776446 C5P Jack -Open 4 1 Job Reference (optional) bultaerS t'rsibource giant Glty, t-L), - mans Ldty, t-L - 33bbl, 6.43U S dun 2 zuzi MLI eK InauslneS', Inc. I nu'Jun'L4 13:U6:13 2UZ1 rage 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-AIIenMzF2SceH4AF5awOhP?bRHuN?UzBpKg6Sfz33Ne -1-4-0 4-11-4 1.4.0 4-11-4 . .. Scale=1:17.6 q-11-q 4-11-4 _Plate Offsets (X,Y)-- 12:0-0-12;Edge) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress Iricr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-AS r 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=12O(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max.. Ten. - All forces'250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 4710-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. . 2), Building Designer/ Project engineer responsible for verifying applied roof live load' shown; covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5), Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss'to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except, (jt=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 Velbi'PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 .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, lhe.building designer must verify;lhe applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/orchord members only. Additional temporary and permanent bracing p " 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 ANS11TPIr Duality 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 A 3CAR I OX20 T24475219 2776446 059 . JACK -OPEN 1 1 Job Reference (optional) tiwlcers t-Irsttiource trlant city, l-LI, rrlant city, rL - 33567, 6.43U s Jun 2 2021 mil eK Inaustnes; Inc. I nu Jun 24 13:U6:14 2U21 Vage 1 ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-eVrO_i_tpml UuEISfH RdEcXpThJ9kxDK2_Pf_5z33Nd 4-11-4 4-11-4 Scale = 1:16.9. IC5 1 T 3 m N 9 ,h N N 3x4 4.11-4 4-11-4 Plate Offsets (X,Y)-- [1:0-1-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- Weil Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.60: Vert(LL) 6.08 3-6 >749 240 MT20 244/180 TCDL 7.0 Lumber DOL 111.25 BC 0.55- Vert(CT) 0.06 3-6 >958 180 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 -AS Weight: 16 lb FT = 20% LUMBER= BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD.. Structural wood sheathing directly applied. BOT CHORD 2A 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 f2) Max Grav 1=184(LO 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) - Max: Comp./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;'TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., .GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-O.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 foi'verifying applied roof live load sfiown'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 joiht(s) 1, 3 except (jt=lb) 2=138. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top' chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. • Joaquin Velez:PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: June 24,2021 Q WARNING - Verity 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 deslg'ri 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 _ 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 . ANSUTPII 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 A 3CAR 1 OX20_ . T24475220 2776446 05V. .: Jack -Open Truss 4 1 Job Reference (optional) Cuncers rlrslJOUrce trlam Uly, I-L), . rlani ldty, rL - 0J00/, 140 1-4.0 0AJV J JUII L LVL 1 IVII.I eK IIIUUbUlUb, 111U. I IIU JUII 4% 10.UU.1Y 41 Fdy. 1 ID:20VQZH In97x9G5M9NmJaIQz35tx-6VrO_i_tpml U uEISfH RdEcXpbhK9kxDK2_Pf_5z33Nd 4 11 4 4-11-4 Scale = 1:17.6 0 9 N N N O JX4 � Plate Offsets (X Y)-- [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI." DEFL. in (too) Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC , 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber 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 FBC2020ITPI2014 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=-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: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4fi; Cat. II; Exp C; Encl., .GCpi=0.18; MWFRS (directional) and C-C Corner(3) -174-0 to 2-8-0, EMerior(2R) 2-8-0 to 4710-8 zone;C-C for .. members and forces.& MWFRS for reactions shown; Lumber. DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5): Refer to girder(s) for truss to truss connections.. 6)Bearing 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 at=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 Velei:PE No.68182 MiTek USA, the. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 June 24,2021 .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 shovin, 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 generall 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 A SCAR IOX20 T24475221 2776446 D01 Hip Girder 1 1 Job Reference (optional) t3unaers rirslaource triant L ny, rLf, riant ury, rL - Jdbb/, mgou s Jun z zUz1 MLI eK Inousines, Inc. I nu Jun z4 Id:uo: I b 4ue I rage I I D:mMg l pKnMIJsfOZioRmROHYCzM W VQ-btzrnPN?BLN?CBXugmiT5J1 d7eVvnCeBdVlum2_z33Nb 1-4.0 7-0-0 13-6-0 20.0-0 27-0-0 28-4-0 1-4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 Scale=1:49.2 NAILED Special NAILED 5x8 = NAILED NAILED 3x6:I1 3 17 18 194 20 ST1.5x 2 Special NAILED NAILED 5x8 = 21 22 5 5x8 STP = 6- n n7 10 23 24 259 26 27 28 8 3x82x4 II NAILED NAILED 5x8 - NAILED NAILED 2x4 II 3x8 - :.= - - Special NAILED Special NAILED 8 6.UU 112 STP = STi. 7-0-0 13.&0 20-0.0 27-0-0 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets (X,Y)--I2:0-8-0,0-0-141.13:0-5-8,0-2-'41.f5:0-5-8,0-2-41.f6:0-8-0.0-0-141,19:0-4-0;0-3-41 m 0 d6 w Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft . L/d PLATES. GRIP TCLL MO Plate Grip DOL 1.25 TC - 0.75 Veri(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 -6. n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weig1ht;123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7). Max Uplift 2- 1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) . FORCES. (lb) -Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4125/2540; 3-4=-4777/3083, 4=5=4777/30831 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=-66/726 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); 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 liveload nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . 2=1396, 6=1396. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices), 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 Ito 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 connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted. as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:.1.3=-54,3-5=-54,5-7=-54,11-14=-20 Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL:33610 Date: June 24,2021 ® 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/TPII Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 7-0-0 13.&0 20-0.0 27-0-0 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets (X,Y)--I2:0-8-0,0-0-141.13:0-5-8,0-2-'41.f5:0-5-8,0-2-41.f6:0-8-0.0-0-141,19:0-4-0;0-3-41 m 0 d6 w Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft . L/d PLATES. GRIP TCLL MO Plate Grip DOL 1.25 TC - 0.75 Veri(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 -6. n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weig1ht;123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7). Max Uplift 2- 1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) . FORCES. (lb) -Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4125/2540; 3-4=-4777/3083, 4=5=4777/30831 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=-66/726 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); 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 liveload nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . 2=1396, 6=1396. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices), 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 Ito 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 connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted. as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:.1.3=-54,3-5=-54,5-7=-54,11-14=-20 Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL:33610 Date: June 24,2021 ® 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/TPII Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7). Max Uplift 2- 1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) . FORCES. (lb) -Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4125/2540; 3-4=-4777/3083, 4=5=4777/30831 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=-66/726 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); 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 liveload nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . 2=1396, 6=1396. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices), 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 Ito 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 connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted. as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:.1.3=-54,3-5=-54,5-7=-54,11-14=-20 Joaquin VelerPE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL:33610 Date: June 24,2021 ® 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/TPII Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 s TypeQty Ply 2000 A 3CAR 10X20 T24475221 2776446 1 1 Job Reference Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries; Inc. Thu Jun 24 13:06:16 2021 Page 2 ID:mMgl pKnMQsfOZioRmROHYCzMW VQ-btzmPN78LN?CBXugmiT5J1 d7eVvnCeBdVlum2_z33Nb LOAD CASES) 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=-1.17(F) 23=-59(F) 24— 59(F.) 25= 59(F) 26=-59(F) 27=-59(F) 28=-59(F) Job TDO TH',Up'Girder (optional) ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/20208EFORE USE.. Design valid for use only with MiTelc® connectors. This design is based only upon parameters shown, and is for an Individual building component, riot a truss system. Before use, the building designer must verify_the applicability of design parameters and prgperly Incorporate this design Into the gverall: - . building.deslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional. temporary and pennanenhbracing MITek' is always required for stability and to prevent collapse: with possible personal injury and property damage. For general guidance regarding thI. e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , gNS/?PIf Quality Criteria; OSB-89 and BCS/ Building Component 6904 Parke East Blvd. ' Safety Information, available from Truss Plate .Institute, :2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2000 A 3CAR I OX20 T24475222 2776446 D02 .. Hip 1 1 Job Reference (optional) BuiiderS FlrStSource (Plant City, FL), Plant City, FL - 3356/, - 8.430 s Jun 2 2021 IVILI eK Inuuslnes, mu. I hu Juii 44 i o:uo: r r 402 i rdye i I D:mMg l pKnMQsfOZioRmROHYCzM W VQ-34X8djOm5h73lhTOKQ_KsF9MeuGHxFemkyeKbQz33Na 1-4-0 6-3-6 1 9-0.0 13-6-0 18-0-0 20-8-10 27-0-0 1-4.0 6-3-6 2-8-10 4-6-0 4-6-0 2-8-10 6-3-6 Scale=1:49.0 4x4 = 3x4 = 4x4 = 4. 20 21 5 22 6 m �1 4x4 3x8 = 3x4 = 3x8 = 27-0.0 -O-C 44 = Plate Offsets (X Y)-- [2:0-1-0 Edge] [8:0-1-0 Edge] LOADING (psf) SPACING-. 2-0-0 CSL DEFL. in (loc) Udefl . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 9-14 >999 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -6.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS 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 Gram 8=997(LC 1), 2=1073(LC. 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1755/1198; 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7— 1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=-967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=-338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=-337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second, gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=46ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to.2-8-0, Interior(1) 2-8-0 to 9-0-0,. Exterdor(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 g(p_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. 0). ` This truss has been designed, for a jive load of 20.0psf old the bottom chord in all areas Where a rectangle 3-6.-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)' 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. Joaquin Velei.PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 :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 propedyincorporate 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 genera} guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria; DSB-09 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 A 3CAR 1 OX20. T24475223 2776446 D03A HIP GIRDER 1 2 Job Reference (optional) ounuers mrsLOource triant L.Ity, rL), slam Ldty, rL - JJOn/, - - - t1.4JU s Jun Z ZUZI mit eK inausmes, Inc. I nu -Jun Z4 1J:U6:1 U ZUZ1 rage 1 ID:20VQZHIn97x9G5M9NmJaIQz3Stx-?Sfv2P20dINn??dPSri oxgFddi_VPz03CG7Qflz33NY 5.0-9-0 13-6.0 17-3-0 21-11-15 27-0.0 " 5-0 3-9.0 3.9-0 4-9-0 5-0-1 Scale: 1/4°=1'. ST1 0 5x12 5- HTU26 2x4 11 HTU26 5x8 = . 3x4 = 6x8 = 3 22..4 23 5 6x8 = HTU26 6x8 = 3x4 = HTU26-.2 7x8 = HTU26 HTU26 3x10 I I 8k12 HTU26 HTU26 HTU26 HTU26 HTU26 = I� N N LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL : 1.25 TC 0.76. Verl 0.32 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.37 8-9 >864 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 7, n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 375 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP.CHORD.. Structural wood.sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD. . Rigid ceiling directly applied, or 7-3-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1ml95(LC 7) " Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC1) FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1256717613, 2-3=-10758/6524, 3-4=-10807/6559, 475=-10987/6612, 5-6=-12143/7214, 6-7=-16212/9498 BOT CHORD 1-13==6691/11149, 12-13=-6691/11149, 10-12=-5674/9692, 9-10=- 6265/10807, 8-9=-8432/14501 17-8=-8432/14501 WEBS 2-13=-852/1475, 2-12— 172711193, 3-12=-1859/3009, 3-10= 999/1900, 4-10=-324/187, 4-9=-351/379, 5-9=-2931/5061, 6-9=-4081/2448, 6-8=-1808/3314 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xX) 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; Vuit=160inph (3-second.gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1:.60plate 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 fora live loadrof 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. Joaquin Velez PE No.66162 9) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) MiTek USA, Inc. FL Cert 6634 1=3556, 7=5336. 6904 Parke East Blvd. Tampa FL 33610 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11.oc max. Date: starting at 2-5-1 from the left end to 14-3-4 to connect truss(es) to back face of bottom chord.. .June 24,2021 11) Use Simpson Strong -Tie HTU26-2 (20-10d Girder, 14-1Od Truss; Single Ply Girder) or equivalent at 15-10-0 from the left end to . ® 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 - fabrcation, 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 A 3CAR 10X20 T24475223 2776446 D03A HIP GIRDER 1 2 Job Reference (optional) Builders Flrst50urce (Plant (Aty,'FL), Plant Gty, FL - 33567, 8.430 s Jun 2 2021 MI I eK Industries; Inc. I nu- Jun .24.13:U6:19 ZUZ1 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-?Sfv2P20dINn??dPSr1 oxgFddi_VPz03CG7Qflz33NY NOTES- 112) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to back:face of bottom chord. 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 985 lb up at 6-4-12, and 782 lb down and 549 lb up at 8-4-12 on bottom chord. The.design/selection of such connection device(s) is the responsibility of othefs. LOAD CASE(S) Standard " 1.) Dead + Roof Live (balanced); Lumber Increase=1.25, Plate' Increase=1.25 Uniform Loads (plf) . Vert: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8_ 1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=-782 28=-708(B) 29=-708(B) 30— 708(B) 31=-1412(B) 32- 1413(B) 33— 1413(B) 34=-1409(B) ..Q 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 vedfy.the applicability of design parameters and properly Incorporate this design into the overalls 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 collapsemith 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 ' Qty Ply 2000 A 3CAR 1 OX20 T24475224 2776446 E2A" JACK -OPEN STRUCTURAL 3 1 Job Reference (optional) builders Firstbource (Plant Glty, t-L), rlant L; ty, rL - 33b6/, 6.43D s Jun 2 2u21 MI.t eK Inous rleS, Inc. I nu jun z4 iJ:Ub:2U zuzi rage 1 ID:hKYi ep9FiDwfFyJCybTuLLyv92?-TeDHF13eOcVec9Cb?YY1 TtnvH6Tv8ft.CQws_Blz33NX -1-4-0 2-0-0 1-4-0 2-0-0 Scale = 1:10.3 m v 2.0-0 2.0-0 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0' ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER= BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood -sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied:or 10-0-0 oc bracing. REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical Max Horz 2=124(LC 12) Max Uplift 2=-229(LC 12), 4=-28(LC 9), 3= 38(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & . MWFRS for reactions shown; Lumber DOL=1.60:plate grip DOL=1.60 2). Truss designed for -wind loads in the plane of the :truss only.. For studs exposed to wind (normal to the face), see StandardIndustry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the, use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads. 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 100 lb uplift at joint(s) 4, 3 except.Qt=lb) 2=229. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24,2021 0 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 vedfy.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-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 City Ply 2000 A 3CAR IOX20. T24475225 2776446 E5 Jack -Open 3 1 Job Reference (optional) butiaers t-irstbource (rlant city, t-L), rlanl city, t'L- 33sti1, - 1:3.431.1 s Jun Z ZUZI mi I eK industries; Inc. I nu -Jun Z4 I3:Ub:ZU ZUZI rage 1 ID:20VCiZHin97x9G5M9NmJalQz3Stx-TeDHFi3eOcVec9Cb?YY1 TtnrR6N28fi CQws_Blz33NX 1 4-0 5-0-0 1-4-0 5-0-0 Scale=1:17.8 3 6.00 F12• m 0 ul N C . 2 ST P= Ia 3x4 = 5-0-0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 4-7 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 . 3 n/a n/a BCDL 10.0 Code' FBC2020/TP12014 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=216(LC 12) Max Uplift 3=-130(LC 12), 2— 196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for"reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. 5). Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection. (by others) of truss to bearing' plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=130, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei:PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: June 24,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 511912020. BEFORE USE. Design valid for use only with 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 verity4he 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/TP/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 A 3CAR 1 OX20 T24475226 2776446 E7 Jack -Open 12 1 Job Reference (optional) vunuom ,..-uaw a tr,ai n . y, ry, .nar a —Ly, OO ur, a.4du s dun Z ZUZ I wIIJ eK InUUSIneS, Inc. I nu dun Z4 l3:ua:ei ZUzI- rage 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-xrmfS53G9wdVEInoZF3GO5KwbW c_t5yMfacXkBz33NW 7-0-0 1.4.0 7.0-0 Scale = 1:23.0 3 7-0-0 7.0-0 Nllate Offsets (X,Y)-- [2:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 * Rep Stress Incr YES WB' 0.00 Horz(CT) -0.01 3: n/a n/a BCDL 10.0 Code FBC202ofrPI2014 Matrix -AS Weight; 24 lb FT = 20% LUMBER= BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD . Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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./Maz. 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 Corner(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'requieements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FI: 336.10 Date: June 24,2021 - .:Q 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, propedy)ncorporate 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 A SCAR IOX20 T24475227 2776446 E7P Jack -Open 4 1 Job Reference (optional) buiiaers rirst5ource (clam l:ny, rL), rlant uny, rL- 33bbi, b.43U s Jun z ZU'Ll Mi 1 eK mausines, Inc. I nu "Jun z4 I J:Ub:ZZ zuzl rage l VoHYiRCdpc1 quXgUg6?iPJRzdjtT-P1 K1 gR4vwDIMsSM_7zaVZlt6ovxOcYCVuEL4Gdz33NV -1-4-0 7-0.0 1-4-0 7-0-0 Scale = 1:22.6 700 7-0.0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 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) 70.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPl20.14 Matrix -AS Weight:30Ib FT=2.0 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate.grip DOL=1.60 2), Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to'the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide_ will fit between the bottom chord and any other members. 5) Refer.to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss:to bearing plate capable of withstanding'100 lb uplift at joint(s) except Qt=lb) 3=189, 2=367, 4=1'44. 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 Velei PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL:33610 Date:. . June 24,2021 . 0 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, non a truss system. Before use, the building designer must vedfy: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 Duality 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 A 3CAR 1 OX20 T24475228 2776446 E7V . Jack -Open Truss 14 1 Job Reference (optional) tivacters t•Irsttiource (mant Lmy, l-L), Flan uty, rL- S:ib6/, m4su s uun, z zuzi mit ex Inausules; Inc. I nu Jun z4 io:ub;zo zaZl rage I D:20VQZHln97x9G5M9NmJalQz3Stx-uDuPtm5XhXtDTcxAhg5k5W PMgJLAL_5f6u5eo4z33N17 1 4 0 4-3-9 7-0.0 1-4.0 4-3-9 2-8-7 Scale=1:22.8 4 2x4 11 �? 6.00 F12 m 1� I] 3x4 Plate Offsets (X,Y)-- [2:0-2-7,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180 BCLL 0.0 Rep Stress ]nor YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS 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=-210(LC 12), 5=-59(LC 12) Max Grev 4=161(LC 17). 2=336(LC. 1), 5=121(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116' WEBS 3-6=-102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) V.asd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40111; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed: for a live load of 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.' 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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 joints) 5 except (jt=lb) 4.=134, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathirig be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Vek PE No.66182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL :33610 Date: June 24,2021 :0 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 vedfy.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 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 Jab Truss 4' Qty Ply 2000 A 3CAR I OX20 �TrussType T24475229 2776446 6015 Hip Girder 1 1 Job Reference (optional) tyunaers rIrSIJOUrce iriani GRy,-rL), riant uny, rL - dd.)bf, .. d.4.7U s Jun Z ZUz I MI I eK 1naUsines, Inc. I nu Jun e4 I J:uo:z4 ZUz I rage i ID:20VQZH In97x9G5M9NmJalQz3Stx-MQSo5669SO45m W N EOdzejyW ojek4NaoLYgBKW z33NT -1-4-0 , 3-9-4 7-0-0 9-10-0 12-8-0 11.05--12 19-8-0 1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-212 3-9.4 Scale=1:35.2 4x4 = 4 3x4 = 4x4 = 17 5 18 19 6 3x4 = 3x8 - 5x8 = 3x4 = 3-2-12 2-10.0 12-10-0 3-2-12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] [8:0-0-4,Edge], [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/TPI2014 Matrix -MS Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6= 2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10— 1869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510 WEBS 3-1 0=-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: 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); 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) 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 at=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 .9c0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom chord.. The design/selection of such connection device(s) is the responsibility of others. �10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Platelncrease=1.25 Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . June 24,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . building design. Bracing Indicated is to prevent buckling of individual truss web and/or.chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse:w,th 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 Ply 2000 A 3CAR 10X20 T24475229 2776446 G01$ 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. Thu Jun 2413:06:24 2021 Page 2 I D:20VQZH]697x9.G5M9NmJalQz3Stx-MQSo5669Sr745mW N EOdzejyWojek4NaoLYgBKW z33NT 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) Job Truss Truss Type City .0 WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/19/2020 BEFORE USE. . Job Truss Truss Type - ' ' Qty Ply 2000 A 3CAR 1OX20 T24475230 2776446 G02S Hip 1 1 Job Reference (optional) -1-D rI1JlJUU1l:G trltlr It 4LLy, rt_), rtai LL l4ty, rL - OJOOr, 0.40U 5 Jun Z ZUZ 1 IVII I eK IrlUU5Ine5, Inc. I nu Jun Z4 1 J:Ub:Z0 ZUZI rage i ID:20VQZHIn97x9G5M9NmJalQz3Stx-gcOAIS6nD87xjw4Zo58CAxVj F71 fptgyaCaltyz33NS 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. Scale = 1:35.7 4x4 = - 4x4 = 4 .5. 46 3x4 = 4x4 = 44 = 3x4 = LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 9-0.0 9-0.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 CSI. TIC . 0.50 BC 0.68 WB 0.15 Matrix -AS -8-0 19-8-0 -8-0 9-0-0 DEFL. in I/defl Ud PLATES GRIP Vert(LL) -0.14 .(loc) 8-13 >999 240 MT20' 244/190 Vert(CT) -0.30 8-13 >780 180 Horz(CT) 0.03 7 n/a n/a Weight: 89 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 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) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=-405(LC 12),:2=-529(LC 12) Max Grav 7=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=-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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFR_S(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 & 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 pondirig. 5) This truss has been designed for a 10.0 psf bottom chord liveload 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 girders) 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 at=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: June 24,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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 verifythe applicability of design parameters and properly incorporate this design;tnto the overall buirding.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: Saletylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' ' Qty Ply 2000 A 3CAR 1 OX20. T24475231 2776446 G03S Common. 1 1 Job Reference (optional) Builders PirstSource (Plant City,'FL), Plant tarty, I-L : 33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Thu Jun 24 13:06:26 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-IoaYW o7P_S FnK4flMpfRjBl sdXKxY165psJ I POz33NR 5-5.5 9-10-0 14-2-11 19-3-8 1 a-BtO 5-5-5 - 4-4-11 4-4-11 5-0-13 4- 44 = Scale = 1:35.7 3 4x4 = 5x8 = 9-10-0 19-3.8 1 88 0 9-10-0 9.5-6 0-4-8 Plate Offsets (X,Y)-- [1:0-1-4,Edgel, [5:Edge,0-1-121, [6:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (Ioc) Udell Ud PLATES GRIP TCLL 20.0 " Plate Grip DOL : 1.25 TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incir YES WB 0.26 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 84 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 WEDGE Right: 2x4 SP No.3 REACTIONS.. (size) 1 =Mechanical,: 5=0-8-0:: Max Horz 1=-203(LC 10) Max Uplift. l=-41O(LC 12), 5=-410(LC'12)' Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006„3-4=-926/1006, 4-5=-1215/1352 BOT CHORD 1-6=-1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/57614-6=-404/668, 2-6=-405/667 NOTES- 1) Unbalancedroof 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=40f; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Corner(3R) 9-10-0 to 13-10-0, Exterior(2N) 1.3-10-0 to 19-8-0 zohe;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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate_ capable of withstanding 100 lb uplift at joint(s) except at=lb)' 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE; No.66182 MiTek USA, Inc. FL'Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: June 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 NOW always required for stability and to prevent collapse:with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , 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 ' ` ay- - Ply 2000 A 3C,4R 10X20 T24475232 2176446 G05S Common 2 1 Job Reference (optional) DU11uer5 rIrBIJULffUW trlarll lily, rLl, rlanl Uiy, rL - dJ00f, 3.43U s Jun z zuzi mi I eK.mausl:nes, Inc. I nu Jan z4 l J:Ub:z/ zuzl Page l ID:20VQZHI697x9G5M9NmJalQz3Stx-m78wj8811mNeyDExwWAgGMal NwgAHIMEI W3rxrz33NQ 5-5-5 9-10-0 14-2-11 19-3-8 1 -8 0 5 5-5-5 4-4-11 4-4-11 -0-13 -4- 4x4 = Scale=1:35.7 3 1 T 1 6.00 F12 2x4 2 12 >2x45- .. .. 13 5 m ST1. T = 1c? 6 e � a 5x6 Q 4x4 = SxB L 9-10.0 19-3-8 18 8i0 g.10.0 9.5.8 . ... �4 B Plate Offsets (X,Y)-- [1!0-1 -4, Edge], [5:Edge,0-1-12], [6t0-4-0;0-3-0] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.59 Vert(LL). -0.15 6-10 >999 246 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incr YES WE 0.26 Horz(CT) 0.03 5 . . n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight'. 84 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 N_o.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechan1cal,.5=0-8-0: Max Horz 1=-203(LC 10) Max Uplift 1=-410(LC 12), 5=-41 O(LC 1.2) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1216/1351, 2-3=-927/1006,:3-4=-926/1006, 4.-5=-1215/1352 BOT CHORD 1-6=-109W1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=-404/668, 2-6=-405/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft;.Cat... II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9=10-0 to 13-10-0, Exterior(2N):13-10-0 to 19-8-0 zohe;C-C for; members and forces &. MW FRS for reactions shown; Lumber DOL=1.60 plate.grip D6L=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 Ot=lb) 1=410, 5=410. .. 8). This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.98182 MiTek USA, Inc. FL'Cert 6634 6904;12arke East Blvd. Tampa FL 33610 Date: June 24,2021 .0 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 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 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 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 A 3CAR 1 OX20 T24475233 2176446 H2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) ' i3miaers hlrst50urce (Plant L;Ity, I-L), Plant Ulty, t-L - J3bbl, tl.43U s JUn z zuzi mi I eK Inaustne9, Inc. I nu Jun Z4 I J:Ub:Ztl ZUZI rage I ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-EBiIwU9fVV8VVaNp8TDhvoZ6HIK7uOGhOGAoPTHz33NP -1.10-10 2-9-3 1-10-10 2-9-3 1 u-ru 0-7-0 Scale=1:10.1 a m 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) 6.03 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 12 lb FT = 20%, LUMBER- BRACING-. . TOP CHORD 2x4 SP No.2 . . TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: REACTIONS. (size) 3=Mech:anical, 2mO-5-11, 4mMechanical Max Horz 2=122(LC 8) Max Uplift 3=-31(LC 13), 2= 456(LC 8), 4=-82(LC 13) Max Gram 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) - Max. Comp./Maz. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1).Wind: ASCE 7.-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C;.Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,,4 except (jt=lb) 2=456. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25', Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 " Concentrated Loads (lb) Vert: 9=39(B) 10=51(B) Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904;Parke East Blvd. Tampa FL 33610 Date; June 24,2021 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, riot . a truss system. Before use, the building designer must verify, the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only; Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse;with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2000 A 3CAR I OX20 T24475234 2776,446 H5 Diagonal Hip Girder 2 1 Job Reference (optional) -timoers rirsioource (rlani L ity, t-L), rlani Lary, rL - ddbbf, t5.43u-S Jun z zuzl mi I eK inausines, Inc. I nu Jun z4 l d:Ub:ztf zuzl rage i ID:20VQZH In97x9G5M9NmJalQz3Stx-EBi lwU9fW 3VVaNp8TDhvoZ6AEK49OGhOGAoPTHz33NP 1-10-10 3-9-6 5-3-6 7-0-14 1-10-10 3-9.6 1-6-0 1-9-8 Scale = 1:17.4 1 7-0-14 7-0-14 Plate Offsets (X,Y)-- [2:0-2-11;0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.10 4-7 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 4-7 >381 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight:25lb FT=20% LUMBER- BRACING-. . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-070: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=216(LC 8) Max Uplift 3=-145(LC 8), 2=-189(LC 8) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) - Max. Comp./Max._ Ten. - All forces 250 (lb) or less except when shown-. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C,.Ericl., GCpi=0.18; MWFRS (directional); Lumber DOL=.1.60 plate grip DOL=1.60 2), Building Desidner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to: the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=145, 2=189. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down and 85 lb up at 4-3-11 on top chord and 11 lb up at .1-5-12, 11 lb up at 1-5-12, and 5 lb down at 4-3-11, and 5 lb down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In.the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . . Vert: 1-3=-54, 4-5= 20: Concentrated Loads (Ib) Vert: 11=-10(F= 5, B=-5) Joaquin Velez PE No.68182 MiTek USA, Inc. fL COI:6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 24,2021 .Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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:wllh possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of. trusses and truss systems, see ANSI?PIt 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 A 3CAR 1 OX20 T24475235 2776446 H7- DIAGONAL HIP GIRDER 4 1- Job Reference (optional) tsunclers mrstSource. (Plant Uty,'t-L), Plant tarty, I-L : 335b7, 8.430 s Jun2 2021 Mil eK Industries,' Inc. Ihu Jun 24 13:06:29 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-iNFhBg91 HNeMBXOKI xC8LnfLOkLflevXVpYyOjz33NO -1-10.10 5-2=5 6-10-10 9-10-13 1-10-10 5-2-5 1-6-5 3-0-3 Scale = 1:22.0 1 J^V — 3x4 = 9 10 13 9-10-13 Plate Offsets (X,Y)-- 12:0-0-3,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 0.77 Vert(LL) -0.28 6-9 >424 240' MT20 244/190 TCDL 7.0 Lumber, DOL, 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/,a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight, 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (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 NOTES- 1). Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124rriph; 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 100 lb uplift at joint(s) except Qt=lb) 4=159, 2=341, 6=159. 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 Ib. 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.I6 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 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc.. FL Cart 6634 Vert: 1-4=-54, 577=-20 6904 Parke East Blvd. Tampa FL 33610 . Concentrated Loads (lb) Date,. 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) June 24,2021 ..: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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, riot - 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 SCSI Building Component 6904 Parke -East Blvd. Safety Informationavailable from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type .: t aty Ply 2000 A 3CAR I OX20 T24475236 2776446 117P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) t imaers rarsibource. kviani Lny, r-L), viam Lary, t-L - 33bb I, 8.43U's Jun 2 2U21 Mi I eK.maustnes, Inc. I'hu Jun 24 13:ub:31 2021 F'age'1 ID:2OVQZHln97x9G5M9NmJalQz3Stx-fmNRZW BYo_u4RrY9MFcQCkh9Y7MDZngy7134cz33NM 1-10-10 5-2-5 6-10-10 9.10-13 1r10-10 5-2-5 1-875 3.073 Scale = 1:22.0 M 3x4 = 9-10-13 Plate Offsets (X,Y)-- [2:0-0-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 26.0 Plate Grip.DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 (ib) 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.66 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 100 lb uplift at joint(s) except Gt=lb) 4=14112=454, 6=335. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12,'5 lb down and 85 lb up. at 4-3-11, 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 aY 4-3-11, 5 lb down at 4-3-11, and 29 (b 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. 0) 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 Joaquin Velez PE No.66182 Uniform Loads (pit) MiTek USA, Inc. FL Cert 66U Vert: 1-4=-54, 5-7=-20 .. . 6904.Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 12= 75(F=-37, B= 37) 14- 1O(F=-5, B=-5) 15=-57(F=-28, B=-28) June 24,2021 .:0 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 . ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type _ r ' aty Ply 2000 A 3CAR 1 OX20 T24475237 2776446 H7V .. Diagonal Hip Girder 2 1 Job Reference (optional) tSUllaerS t-irsLJource triani L ny, t-Ll, riam uity, M - J3bb/, .. t5.43U s dun z zuz1 mi I eK mauslneS, Inc. I nu dun z4 1J:Ub:J1 zUZI rage i ID:20VQZH In97x9G5M9NmJalQz3Stx-fmN RZW BYo_u4RrYj9MFcQCkjOY4fDX_gy7134cz33NM 1-10-10 5-4-1 " 9.10-13 . 1-10-10 5-4-1 4-6-11 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 Scale=1:22.6 I� 0 N N L6 M N n 3x4 0- -3 5-4-1 . 9-10-13 0- -3 5-3-14 4-6-11 SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 Lumber DOL 1.25 BC 6.64 Vert(CT) -0.12 6-7 >960 180 Rep Stress Incr NO WB 0.41 HOri(CT) 0.02 5 n/a n/a Code FBC202OfTP12014 Matrix -MS Weight; 41 lb FT = 20% LUMBER- EIRACING- 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./Maz. 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=-1187/722 NOTES- 1) Wind: ASCE 7-16; Vult=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011;.eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL='1.60 " 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 girders) for truss to truss connections. 6) Bearing at'joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle'to grain formula. Building designer should verify' capacity of bearing surface. 7). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=276,5=142,2=269. - 8) In the LOAD CASE(S) section, loads applied to the face of the. truss are noted as front (F) or back (B). LOAD CASE(S) Standard .1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 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.66162 MiTek USA, Inc. FL Ceti: 6634 6904. Parke East Blvd. Tampa FL 33610 Date: June 24,2021 0 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.lntormation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 A 3CAR 1 OX20: T24475238 2776446 K01 :HIP GIRDER 1 1 Job Reference (optional) : " CUllaers I-IrstbOurce (Plant L.ny, PL), Plant LAZY, PL - 33bbl, t3.43U s Jun 2 2021 MI I eK.Inauslrles, Inc. I hu Jun 24 13:05:32 2021 Page 1 ID;hKY1 ep9FiDwfFyJCybTuLLyv92?-7yxpmrCAZI0x2?7vi3mrzPHzfxY..0y4E_Onmcd2z33NL -1-4.0 2-0-0 5-11-0 7.11-0 9-3-0 " 1-4.0 2-0-0 3-11-0 2-0-0 1-4-0 Scale = 1:19.9. Special 4x8: = Special. . NAILED: 4x4 3 19.p 4 6.00 12 .. 2.56 Io 1 A : 20 .:' 2x4 = 3xo 0-5.8 2-0-0 5.11-0 7-5-8 7-11-0 0-5.8 1-6-8 - 3-11-0 1-6-8 Plate Offsets (X,Y)-- [2-.0-1-4,0-9-111, [2:0-1-4,Edge], [3i0-5-8;0-2-0] [5:0-1-4,Edge1, [5:0-'l 4,0-9-111 LOADING (psf) . SPACING- 2-0-0 CSI.. DEFL. in (loc)I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.62 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL : 1.25 BC 0.16 Vert(CT) 0.02 7-8 >999 180 BCLL 0.0 ' Rep Stress Inca NO WB 0.03 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight.,38 lb FT = 20 LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-Doc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 2x4 SP N_o.3 WEDGE Left 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=6-4-0 : Max Horz 2=-69(LC 6) Max Uplift 2=-51O(LC 8), 5=-51 O(LC 8) Max Gray 2=291(LC 17), 5=291(LC 18) FORCES'. (lb) -.Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 156/452, 3-4=-126/404, 4-5=-156/450 BOT CHORD 2-8=-325/125, 7-8=•338/126, 5-7=-330/125 : NOTES-.. . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second. gust) Vasd=124mph;.TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown'coyers 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 five load of 20.Opsf on the bottom chord in all areas where a rectangle 9-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical: connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=51,0, 5=51,0; 8 'NAILED" indicates 3-10d 0.148"x3" or3=12d 0.148"x3.25" toe -nails er NDS uidlines. P. g .9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb : up at 5-11-0 on top.chord, and:80 lb up at 2-0-0, and 80 lb. up at 5-10-4 on bottom chord. The design %selection of.such connection device(s) is the responsibility of others. 10) -In the LOAD CASE(S) section,: loads applied to the face of the truss are noted as front (F) or back (B). .. .. ..... `LOAD CASE(S) Standard Joaquin Velez PE No.66182 1) Dead +:Roof Live (balanced): Lumber. Increase=1.25, Plate Increase=1.25. MiTek USA, Inc. fL Cert 6634 :Uniform Loads (pit) ' . :: . . 6904:Parke East Blvd. Tampa FL 33610 . Vert: 1-3=-54, 3-4=-541 4-6= 54, 9-14=-20 Date - June 24,2021 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 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 pennanenrbracing M�Tek' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety. Information. available from Truss. Plate lnstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,FL 36610 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430's Jun' 2 2021 MiTek.lndustries, Inc. Thu Jun 24 13:06:32 2621 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-7yxprnrCAZI0x2?7vi3mrzPHzfxY0y4E_Bnmcd2z33NL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) Job Truss Truss Type sty Ply 2000 A 3CAR 10X20' T24475238 2776446 I(01 HIP GIRDER 1 1 Job Reference (optional) 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 - ANS//lPI1 Quality Criteria, OSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss PlateInstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 10X20 T24475239 2776446 1<02 : COMMON.SUPPORTED GAB 1 • 1 Job Reference (optional) tsuimers mrsiJOurcetrtanr uly, r-L1, rlani u ny, r-L- 321013/, 0.4131.1 bout 1 L LVL I IVII I UK Illuubll tub, II— I Ilu out I Fog., I D:hKY1 ep9Fi DwfFyJCybTuLLyv92?-b9V B_BDoKcBogBi5GnH4Vdg4VLuhhW J7QRW A9Vz33NK -1-4-0 3-11-6 7-11-0 9-3.0 1-4,0 3-11-8 3-11-8 1-4-0 Scale = 1:19.6 t 4x4 .3..: 2x4 11 058 7-110 0-5.8 . 7-5-B Plate Offsets 1X.Y1-- f2:0-2-0.Fdoe1. f4:0-2-O.Fdoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 . n/a n/a BCDL 10.0 Code FBC2020[TPI2014: Matrix-P Weight;32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-O,O oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0; 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC 10) M U I'ft 2— 255 LC 1 P 4— — ax p I — ( ), ( ), ( ) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-203/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;,L=40ft;.eave=2ft; Cat. 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 3-11,-8, Comer(3R) 3-11-8 to 7-11-0, Exterior(2N) 7-11-0 to 9-3-0 zone; cantilever left and right exposed; porch left and right'exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a10.0 psf bottom chord live load nonconcurrent with any other live loads. = 7) ` This truss has been designed. for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=255, 4=255. . Joaquin Velez PE No.66182 MiTek USA, lnc.. FL Cert.6634 6904:P6rke East Blvd. Tampa FL 33610 Date: June 24,2021 ..,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE-MIJ-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 designInto the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis 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-69 and BCSI Building Component 6904 Parke East Blvd. Salety.Mlormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 A 3CAR 1 OX20 T24475240 2776446 L01 HIP GIRDER 1 1 Job Reference (optional) Builders First5ource. (Hlant Uty,'f-L); Plant Glty, rL - 33b6/, d.43U's Jun L zuzi mi I eK mdustnes, Inc. t nu Jun z4 i:7:uti:at) zuei -rage 1 ID:oHYi RCdpcl g6XgUg6?i PJRzdjtT-?jAKcDFhdW W NXcQgxvgn7FS W SZjj up7Z6Pkgmpz33NH 1.4-0 5-1-3 ' 7-0-0 10.0-0 13-0-0 15-0-6 ; 20-0-0 _ _ _, 21-4 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 = 4 19 520 46 = 6 I 3x6 = 3x8 - 3x4 = 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Gnp:DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 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/TP1201,4: Matrix -MS 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 PLATES GRIP . MT20 .244/190 Weight:.98 lb FT = 20% Structural wood sheathing directly applied or 3-2-8 oc purlins. Rigid ceiling directly applied or 3-0-9 oc bracing. m Io 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=46ft; 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 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) 2=1814, 8=1814. 8) Hanger(s)'or other connection device(s) shall be provided sufficient to support concentrated load(s)173 lb down and 384 lb up at 7-0-0, 154 Ib down and 205 lb up at 9-0=12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down.and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at .10-11-4, and 403 lb down and 424 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the.responsibility of others. 9) In the LOAD CASE(S) section, loads. applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68162 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1'): Dead + Roof Live (balanced): Lumber Increase=1.25, Plate In crease=1.25 6904.Parke East Blvd. Tampa FL 33610 Uniform Loads (plf) Date; Vert: 1-4=-54, 4-6=-54, 6-9= 54, 13-16=-20 June 24,2021 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 verifythe 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Builders FirstSource. (Plant City, FL); Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 13:06:36 2021 Page 2 I D:oHYiRCdpcl quXgUg6?i PJRzdjtT-?jAKcDFhd W W NXcQgxvgn7FS W SZjj up7Z6Pkgmpz33NH 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) Job Truss Truss Type Ply 000 A 3CAR 10X20 T24475240 2776446 L01 HIP GIRDER�,:)ty- 1 Job Reference (optional) " 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.in(q the overall building design.. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional tempprary and permanent bracing . Job Truss Truss Type Oty Ply 2000 A 3CAR 10X20 T24475241 2776446 L02 Hip 1 1 Job Reference (optional) Budoers Hrstbource triam uty, t-Lt; mans cny, t-L - 00013/, 0.4ou S Jul1 c cvc 1 Ivll 1 uh Hiuubkltub, 11IV. l I1u uul I — I —go I ID:oHYRCdpc1 quXgUg6?iPJRzdjtT-TwkipZGJOgeE9m?sVcLOfT_fdy8xdEPjK3UNIGz33NG 1-4-0 6-3-6 9.0-0 11-0.0 13-6=10 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 4 5.. 0 v 3xB = 6xB = 3x4 = 3x8 = ' 9-0-0 11-0-0 I 20-0-0 9-0-0 2.0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-141, [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) Udefl L/d 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: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except*. TOP CHORD Structural wood sheathing directly applied. 4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) 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=-2432/102-1 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-1 Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 71-4-0 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 & 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) Provide mechanical: connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=960, 7=960: . 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 sheetrook 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: June 24,2021 . 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 propery 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 MiTek" Is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Salety.lnlormation. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR I OX20. T24475242 2776446 Vol Valley 1 1 Job Reference (optional) twimers rlrstbource tenant cny, t-L), mant L;ny, t-L - JJbtif, - b.4JU s Jun Z ZUZ I IVII I eK.In0US1rle5, InU. I nu Uuri e,+ I a;uo;ao ZUL I raye i I D:20VQZHIn97x9G5M9NmJalQz3Stx-x614lvGx9Bm5nwa33KtFCgXyzMcYMoGsZj Exgiz33NF 1-0-0 3-10-0 7-4-0 _ 8-8-0 1-0-0 3-10-0 3-6.0 1-4-0 . .. l 44 = Scale = 1:20.8 3 8 7 6 3x6 II 2x4 11 3x6 11 740 7-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.43. Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.o Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight* 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing: directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals., WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing:. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0 Max Horz 8= 101(LC 10) Max Uplift 8=-236(LC 12), 6=-273(LC 12), 7=-8(LC 12) Max Grav 8=209(LC 21), 6=222(LC 1), 7=233(LC 1) FORCES. (lb) - Max. Comp./Max.; Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-228/681, 2-3=-120/327, 3-4=-127/345, 4-6=-244/750 NOTES- . 1) Unbalanced roof live loads have beeri considered for this design. 2) Wind: ASCE 7-16; Vult=1601rrlph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6,.Opsf; h=25ft; B=45ft;.L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(K) -1-0-0 to 3-0-0, Extedbr(21\1) 3-0-0 to 3-1070, Comer(3R) 3-10-0 to 7-10-0, Exterior(2N) 7-10-0 to 8=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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0_ psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live'load'of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except at=lb) 8=236, 6=273. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 24,2021 .: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 propedy;incorporete 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 , ANSVTP11 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 Ply Ply 2000 A 3CAR 1 OX20 T24475243 2776446 V02 : Valley 1 1 Job Reference (optional) tiunaers mrsmource triant Lny, rLl, riani ucy, rL - 50001, 4-4-8 o .. . ... 4-4-6 0.- a -1I L 4U 1 IVII I - 11 Iuu-I IOJ, II U. I D:20VQZHln97x9G5M9NmJalQz3Stx-QlsTEFHZwRuxO39Fd10Ul u44wmxM5DM?oNzU M8z33NE 8-9-0 4-4-8 Scale: 3/4"=l' 4x4 2 4 2x4 -5- 2X4 .II 2X4 I8: 890 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . . 0.61. Vert(LL) . n/a n/a 999. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr . YES W B 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix=P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD.: Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS, 2x4 SP No.3 REACTIONS. (size) 1=8-8-0; 3=8-8-0, 4=8-8-0 Max Horz 1=-77(L6 10) Max Uplift 1=-105(LC 12),:3=-l05(LC 12), 4=-103(LC 12): Max Grav 1=139(LC 1), 3=.145(LC 18), 4=275(LC 1) . . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: WEBS 2-4=-184/442' NOTES- 1) Unbalanced roof live loads have been considered for this design.. .. . 2) Wind: ASIDE 7-16; Vult=160mph (3-sec6nd gust) Vasd=124mph; TCDL=4.2psf; BCD.L=6.Opsf; h=25ft; B=45f;.L=40ft;.eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and. C-C Corner(3E) zone;C-C for members and forces & 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) Gable requires continuous bottom chord bearing. 5): This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with. any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall, by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=105; 3=105, 4=103. r Joaquin Velez PE. No.69992 MiTek USA, Inc;FL Cert 6634. . 6904:Parke East Blvd. Tampa FL 33610 Date: June 24,2021 ..:� 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 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 " p iTek- is always required for stability and to prevent ccllapse.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 A 3CAR 1 OX20 T24475244 2776446 VO4 GABLE 2 1 Jab Reference (optional) inuinuers rlrsioource tr'lani tJny, rLl, riant Uiy, rL - 3300/, 0.43u J Jul I G LVL 1 IVII I CIS 111-ti tub, II IV. I I IU JUI I GY 1 O.vO.Yv c I rage I ID:hKY1 ep9Fi DwfFyJCybTuLLyv92?-6VQiSal BhlOoODkRAlvjH5cN1 AJPghf911 j 1 vbz33ND 2-3-15 2-3-15 Scale = 1:8.6 2 v d 0 2x4 i 2x4 11 3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC" OA2 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight. 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing. directly applied or 2-3-15.oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC'17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C;.Encl., .GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904.Parke East Blvd. Tampa FL 3361.0 Date: June 24,2021 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 vedfy,the applicability of design parameters and property incorporate this design into the overall. building design. Bracing Indicated is to buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek', prevent 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 Informationavailable from Truss, Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL "36610 Symbols Y Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION'': 1 3/ Centerplate on joint unless x, y 6-4-8.. dimensions shown m -m- rx eent s t hs Failure to Follow Could Cause -Property a'"' (Drawings not.to.scale Damage: Personal:In U offsets indicated::.. (. 9 ) g . Injury Dimensions are in ft-in-sixteenths: t. Additional stability bracing for truss system; e.g. Apply plates:to both sides of truss . ' 1 2 3 .:diagonal or X bracing, is always required.: See BCSI. .. and fully embed teeth. TOP CHORDS 2. Truss bracing must be r designed byan engineer. For 0'y1fi ci_z cza wide truss spacing, individual lateral braces themselves es may: require . .. bracing; or alternative:Tor I 0 :WEBS v 4::: bracing should beconsidered �. Cr N �. 3. Never exceed the design loading shown and never 2 �' 3 a 3 O stack materials on inadequately braced trusses. �: :. U 4. Provide copies of this truss design to the building rid O. . � designer; erection supervisor, property owner a For 4 x 2 orientation, locate ~ c7-e' .. cea c5-6' . all other interested parties. plates 0-'pis' from outside BOTTOM CHORDS 5. Cut• members to bear tightly against each other. edge of truss: ... 8 E 5. 6 Place plates s on each face of truss at each joint and embed fully. Knots and .wane at joint . . This:symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED, CLOCKWISE locations are regulated by AN SIlrPI 1.. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE.LEFT. the environment in accordwith AN I PI 1 : ' CHORDS AND WEBS ARE. BY END JOINT „ 8; Unless otherwise noted, moisture content of lumber Plate location .details available In Milek 20/20 NUMBERS/LETTERS. ... shall not exceed 19 % at time of fabrication. software or upon: request. 9. Unless expressly noted, this design is not applicable for fire r preservative: t lumber.:. PRODUCT CODE APPROVALS use w w . , or re PLATE SIZE " e it retardant, pr nrat a treated, green ICC-ES Reports: 10. Camber is a non=structural consideration and I' the The first dimension is the plate ... responsibility of truss fabricator: General practice is to 4 X 4 width. measured perpendicular ESR-1311, ESR-1352, ESR1988 camber a deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 cam ad load tl 'on. 1,. P Plate e,srze, orientation and location dimensions the length parallel to: slots. indicated: are minimum plating requirements. Lumber used shall of thesize, 's species and and LATERAL BRACING LOCATION 12An all respects,.equal to oraetter than that: specified: Trusses are desi ned for wind loads in the plane of the Indicated by symbol shown :and/or 9 .. 13. Top chords must be sheathed of.purlins provided at by tent in the bracing section of the truss unless otherwise:showri. spacing indicated on design. output: Use T or I bracing " if indicated. " Lumber design values are in accordance with ANSI/TPI 1 14. or less, ifnochords require installed, bracing at th r spacing, g or less, if no ceiling.is installed, unless otherwise noted. section 6.3 These truss designs rely on .lumber values BEARING established by others. Connections show responsibility f others'.. 15 C ctions'not n are the es onsibility o ' 16. Do not cut or alter truss member or plate without prior Indicates location where ,bearings approval of an engineer. (supports) occur. Icons vary but ' © 2012 MiTekO All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint „ . . number where bearings occur.. -- 18. Use of green or treated lumber may pose unacceptable Min size shown is. for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industr. 19. Review all portions of this design (front, back, wordsy, and pict pictures) before use. Reviewing pictures alone National Design: Spdcification.for Metal ::.. is not sufficient. Plate Connected Wood Truss Construction. g. g Mffek' DSB=89: Desi n Standard for Bracin 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, NSIrr _ ualityCriGuide to Good Practice for Handling,_. .. 21T.e.e on PI 1 Q feria . h d sign does not take into account , t any dynamic • Installing &. Bracing of Metal Plate or other loads other than those expressly. stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:: Mll-7473 rev.•5/19/2020 ,,