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HomeMy WebLinkAboutTRUSSt �! p 258 Southhall Lane, Suite 200 00 Maitland, Florida 32751 DP: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 29, 2021 Building Department Ref: Adams Homes Lot: Lot 57 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5351 Lugo St. Model: 2000 3CF A RHC KA # 21-6357 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders'First Source 6/24/21 2776633 160 C 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. If you havestions, please do not hesitate to call. ice e�L 'q. ���'✓P,�i a r • � A'�T, 6/29�0.2�. a 6/29/2021 N ® OF ••l�,d�?•B' Scott Lewkowski, P.E. FL. #78750 �lll111111111U FDS Engineering Associates, A TSG Company "Your Building Code Experts" 6/29/2021 Luis Pablo Torres, P.E. FL. # 87864 A l� 0 0 Do 0 co to 0 0 0 0 I: 0 0 0 0 In 38-08-00 0 112 V, kUL r o 00 3-PLY + + + + + + + + + + + + + + + /_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3/12 VAULT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o++++++++++++ 3/12 VAULT ++++++++++++++++++ + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +_ + + + + + + aJDD 4PAC9: + ' + + + ... + + + + + + + + + + + + + + + + + + + ' + + + +'. + + + + t + + ,+ + ..+ +++-++ +++-+++++ -+ o + + + + + + '+ . + .. + + + + 0 + +. + + _+ + " + + + -+ + + + 'n 11-03-0 + +y + + / + + +.+ N _ 0 1- OE 1- 8_oDosrace o K o oe o ' 8'-0" F T CLG. _ v G02 U W W N 0 G0, -11-00 v 0 o G01 C6 0 c C5 CE 0 on C< C3 73 r+a ri W W � 12-08-00 W W 19-08-00 o j i 0 0 o I C 7 10-00- EXPOSED TO "ND ❑' Reviewed and Approved, ❑ Revise and Resubmit i ❑ Reviewed with Notations • ❑ Not Reviewed (see explanation) j 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 wbik in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES o Date: 06/29/2021 By- ES Is Do . Submittal No.: Project No.: 21-6357 Project Eng.: Carl'Brown to '-Project Name: Adams Homes - Fort Pierce - Waterston - Lot 57 Blk 1 CONNECTORS SCHEDULE ROOF TRUSS Q IDII MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 490 /510 ILA 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA O. B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 D 11 HTU28-2 / THD28-2 4680 / 5005 113485 / 2595 1 11D 0 E 11 HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F I HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 113 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 LH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 w 3X8NOP IF I VEPoFY ALL DIMENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REGURED IN FIELD BY BUILDER MAN WIND FORCE RESISTING SYSTEMIC.0 HYBRID WIND ASCEMS IMPORTANT ENCLOSED EXPOSURE CATEGORY C ' OCCUPANCY CATEGORY B This Drawing Must Be Approved And W1 IRMAANe WIND eFACTORx00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCUFWNT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL- 10 PSF BCOL• 10 PSF BCDL• 6 PSF By Date TOTAL• 37 PSF TOTAL- 55 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR . BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3/12 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 E:1 BUILDER: Adams Homes PROJECT: Single Family MODEL ZUUU A LANAI ADDRESS: 6361 LUGO ST LOT! BLOCK: 6711 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHFZ JOB # . 2776633 DATE: 0612212021 I SCALE: I NTS "PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Builders FrstSoi,im.e Combinirig t. se,, e you hetter 4408 Airport Road Plant City, FL 33563 Ph. (813) 3GS-1300 Fax (813) 30&1301 - Lumber design values are in accordance with ANSI/TP1 1:section 6.3 These truss designs.rely on lumbervalues established by:others. MiTek RE; 2776633 - 2000 A 3CAR 1 OX20 .. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. 3 0-4115 .3g .. Customer Info:' Adams Homes Port St Lucie Project NamANION 2000 3CAR .: Model: 2��IO1 Lot/Block: 57%1 Subdivision: WATERSTONE Address:: 5351 LUGO ST; sty: Fort Pierce' State: FL Name Address -and License.# of Structural Engineer of Record, If there is one, for.the building. . Name: License #: Address: City: State: . General Truss Engineering Criteria & Design. Loads'(Individual Truss Design Drawings Show:Special Loading'Conditions):: Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 .Wind Code: ASCE 746 Wind, Speed: 160 mph a Roof Load: 37.0 psf Floor Load:: N/A psf This package includes 57 individual, Truss Design Drawings and 0 Additional'Drawings. With my seal affNed to. this sheet, I hereby. certify that I am the. Truss. DensigEngineer and this index sheet . conforms to 61G15-31003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# . Truss'Name : Date No. Seal#: Truss Name_ Date,: 1 T24475189 A01 S 6/24/21 23 T244752-11 C1 S 6/24/21.. 2 T24475190'_ A02S 6/24/21 24 T24475212 C1V 6/24/21 3 T24475191 A03S : 6/24/21 25 T24475213 C3 6/24/21 4 T24475192 A04S . 6/24/21 26 . - T24475214 C3P 6/24/21 5 T24475193 A05S 6/24/21-. 27 T24475215 C3S 6/24/21: .: 6 T24475194 A06S 6/24/21:. 28 T24475216. C3V 6/24/21 7 T24475195:. A07 6/24/21 29 T24475217 C5 6/24/21 8 T24475196 A09. 6/24/21 30 T24475218 C51P: 6/24/21 9 T24475197 A10 6/24/21 31 T24475219 C5S 6/24/21 10 T24475198 A11 6/24/21 32 .: T24475220 C5V :..: 6/24/21 11 T244751.99 Al2 .6/24/21. 33 T24475221 D01 6/24/21:' .12 T24475200 Al 6/24/21: 34 T24475222 D02 6/24/21 13 T24475201 - A14 6/24/21 35 T24475223 D03A 6/24/21 14 T24475202 Al 6/24/21 36 - - T24475224 E2A - 6/24/21 15, T24475203 A16 6/24/21 37 T24475225 E5 6/24/21 - 16 T24475204 . B01 6/24/21 38 - T24475226 . E7 6/24/21 17 T24475205 B02 6/24/21 39 T24475227 UP 6/24/21 . 18 T24475206 B04 .6/24/21 40 T24475228 EN . 6/24/21 19 T-24475207 Cl 6/24/21 41: T24475229 G01 S 6/24121 20 T24475208 C1 B 6/24/21 42 T24475230 G02S 6/24/21 21 - T24475209 C1 C _ 6/24/21 43 T24475231 G03S- .. 6/24/21 :: 22 T24475210 C1 P 6/24/21 : 44 T24475232 G05S 6/24/21 The truss. drawing(s) referenced :above have been prepared by �` % N. MiTek USA, Inc. under my direct supervision based on the parameters %%� �.,��G S• provided by Builders FirstSource (Plant City, FL). , No 182 Truss Design Erigineer:'s Name: Velez, Joa uin ` q y My license renewal date for.the state of Florida is February 28, 2021. . IMPORTANT NOTE: The seal on these truss; component designs is, a certification �P S O F ' : 44/� that the engineer named is, licensed in the jurisdiction(s):identified. and that the �,�'•• Q. •'��� designs Comply with ANSI/TPI 1: These designs are based upon parameters O. R �•••C?\��� shown (e.g:, loads, supports, dimensions, shapes and design codes), which were % given to MiTek or TRENCO. Any project specific information included is for MiTek's or ���� ON TRENCO's customers file reference purpose,only, and was not taken into account in the►/111111�• preparation. of: these designs.. MiTek or TRENCO has not independently verified the :Joaquin Vel z PE, No.6818 applicability of the design parameters'or the designs for any particular building. Before use, MiTek USA,IInC: FLdert 66 the building designer should verify applicability of design parameters and properly 6904 Parke aii Blvd. Tamp FL 33610 . . ... incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. Date: June 24,2021 Velez, Joaquin - :. 1 of 2 . RE: 2776633 - 2000 A SCAR 1 OX20 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2000 SCAR Model: 2000 SCAR Lot/Block: 57/1 Subdivision: WATERSTONE Address: 5351 LUGO ST, . . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24475233 H2 6/24/21 46 T24475234 H5 6/24/21 47 T24475235 H7 6/24/21 48 T24475236 H7P 6/24/21 49 T24475237 H7V 6/24/21 50 T24475238 K01 6/24/21 51 T24475239 K02 6/24/21 52 T24475240 L01 6/24/21 53 T24475241 L02 6/24/21 54 T24475242 V01 6/24/21 55 T24475243 V02 6/24/21 56 T24475244 VO4 6/24/21 57 T24475245 V05 6/24/21 2of2 Job Truss Truss Type Qty Ply 2000 A 3CAR 10X20. /. } . T24475189 2776633 A01S :Roof Special 1 2. Job Reference o tional Builders Firstboume.(Nlant city, t-L), mant,L ny, rL - 0000f, ... a.yan u s Jua GVL I IVII I UK II IUUbUleb, UIU. 1IIU JUII 4% 1O.VD.—G 41 r WU I ID;hKY1ep9FiEiwfFyJCybTuLLyv92?-eyoOs3aYpJSJp?8vf8gesS70E_g2mLOKEiAso3z3309 -1-4-0" 6.5-7 8.8-0 12-2-13 15-9-11 . ' 19-4-8 22-3-1 - : 25-5-7 28-10,0 . 33-5-12 33r11 4 38-8-0 4 . 1-4-0 6-5-7.,. '2-2-9 3 3-6-13 3-6-13 .. 2'10-9 3-2-6 ... 3-4-9 . 4.7-12 0-5-84-8-12 .. Scale = 1:7.1.5 Sx6 = r 11 4x4 = 4x4 = 7k8 — 5x6 = : 6x8 6.00 F12 3.. 4 5 6 B. 9 10 36 3x4 �2 37 ST1.5x8 STP— 35 31 ".. 21 0 .- 24 23 22 2 25 10A 2 13 IN 1 217x8 4x4 4x= Im . 20 19 18 '17 .16" 1,5 14. 4x8 = — 5x12 = 4x8 — % 3.00 12 3x4 4 6 2 I x = x 1 4 irs 2z4 6-5-7 3-8-0 12-2-13 15-9-11 - 19-0-8 19- -10 22-3-1 25-5-7 28-10-0 33-11-4 3 100 6-5-7 - 2-2-9 3-6-133-6-13 3-6-13 0- -2 2-10-8 3-2-6 3-4-9 5-1-4 '4-8-12 Plate Offsets (X Y)-- [3.04-8 0-3-8] [6'0-4-0 0-4-8] [9:0-3-8 0-3-0] [10:0-5-4 0-2-81 [21i0-9-0'0-5-4] [24:0-4-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in (loc)" I/defl . Ud PLATES GRIP. TCLL 26'0 Plate Grip DOL 1.25 TC : 0.52 Vert(LL) 1.66 21-22 >439 240 MT20 244/1.90 TCDL 7,0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.28 21-22 >361 180 " BC.LL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.44 . 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight; 487 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD. Structural wood sheathing directly applied. 3-6;6-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied: BOT CHORD 2x6 SP No.2 'Except* 21-24: 2x6 SP M 26, 8-19: 2x4 SP No.2. WEBS 2x4 SP No.3 *Except* ... 9-21: 2x4 SP No.2 REACTIONS. (size). 13=Mechanical; 2-0-8-0 Max Horz 2=224(LC 11) Max Uplift 13=-803(LC 12), 2=-921 (LC. 12 Max Grav 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=-8137/5079, 4-5=-10160/6258, 5-6=-11192/6826, 6-7=-11193/6827, 7-8=-11641/711.5, 8-9=-11147/6823, 9-10= 43,57/2823, 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, 4r23=-11.64/2009, 5-23=-539/399, 5-22=-616/1082, 7-22=-471/314,:4-24=-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 10d (0.131 "x3") nails.as follows: Top chords connected as follows: 2x4 - 1 row at 0,9-0 oc, 2x6 - 2 rows staggered at 0-9-0 66. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4- 1"row a"t 0=9-0 oc. Webs connected as follows: 2x4 -,1 row at.0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. " .3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40111; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -1-4-0 to, 2-8-0; lntedor(1) 2-8-0 to 6-5-7, Exterior(2R) 6-5-7 to 10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Joaquin Velez PE No.68182 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain" loading requirements specific 1 rt MiTek USA, Inc. FL GeR 6634 to the use of this truss component. 690433610 East Blvd Parke m a, :... p 6) Provide adequate drainage to prevent water ponding. ate: ; , . 8) *This truss has.been designed fora live :load of 20.Opsf on the bottom chord in all areas where a:rectangle. 3-td-u tau Dy z-u-u wlDe ' & 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, acid is for an individual building component, not a truss system. Before use, the.boilding designermust verify the applicability of design parameters and properly incorporate this design into the overall - building design., Bracing Indicated is to prevent buckling of individual truss web and/or chord, members only. Additional• temporary and permanent bracing . " MOW is always. required for stability and to prevent collapse"with possible personal injury and property damage. For general guidance regarding the :. "' fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSNTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saletylnformation.available from Truss Plate Institute,.2670 Crain Highway, Suite 203.Waldorf, MD 20601 .. Tampa, FL .36610 Job Truss Truss Type Oty Ply 2000 A 3CAR 10X20_ T24475189 2776633 AO1 S Roof Special 2 Job Reference o tional Builders FirstSource.(Plant City, FL), Plant City, FL - 33567, 8.430 s Jun' 2 2021 MiTek Industries, Inc. Thu Jun 24 13:05:40 2021 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-eyo9s3aYpJSJp?8vf8gesS70E_g2mLOKEiAso3z3309 NOTES- 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain. formula. Building designer should'verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=803, 2=921. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly.to the top.chord and 1/2" gypsum.sheetrock be applied directly to the bottom chord. q. Y:... ... .. .... ... A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/1912020 BEFORE USE: ' Design valid for use only with MiTek$? connectors. This design Is based. only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedry.the applicability of design parameters and propedy 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 preyent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI?P/1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from TrussPlate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply 2000 A 3CAR I OX20 T24475190 2776633 A02S Roof Special 1 1 Job Reference (optional) Builders rirstSource. (Piant City, FL), Plant.Clty, I-L - 33567, 8.430 s Jun2 2021 Mil ek Industries, Inc. Thu Jun 24,13:05:41 2021 Page 1 ID:hKY1 ep9Fi Dwf FyJCybTuLLyv921-68MX3PaBadaAR9j6DsLtOfg7L0_BVg6TSMwQKVz3308 1-4- 6-11-13 8.5-7 13-10-15 19-4-6 23.1.15 ' . • 27-5-7 8-10- 33=5-12 3 -3 5 38-8-0 ✓ 1-4-0 6-11-13 5-10 5-5-B 5-5-8 4-0-8 4-0-8 1-4-9 4_ .12 9- 4-4-11 Scale = 1:71.8 5x6 = 6.00 F12 2x4 �� 4 3 ST1.5x8STP= 28 27 cm 2 8 o 1 48 3.00 F12 3x8 = 29 30 S 2x4 11 5x8 = 6 31 17 16 3x4 11 15 5x8 = 5x6 = 5x6' = 9 32 8 33 3x4 10 v 34 m o v 6 jR 6 14 13 1Z 4x6 — 4x8 = 2x4 I 3x6 r 28-10-0 34-3-5 . 38-8-0 , riale lArsels tA,TI-- tc:V-O-/,V-U L1, tY:V-J-V,V-CVJ, tr':V-O- I c,V-J-VI, 11 l:V-C IL,V-1-oh r1A.Vy-V,V-�-IcJ, IIO.V-VWgV-Y-OJ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) : 1-.02 17 >454 240'. MT20 244/190 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 FBC2020lrP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD 2ii4 SP No.2 "Except` BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x6 SP No.2, 18-20: 2x6 SP M 26 10-0-0-oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-20 7-18,15-18: 2x4 SP N0.2 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=-466B/2925, 4-5=-4342/2739, 5-6=-6214/3B71, 6-7=-6152/3B38, .. 7-8=-3112/2095,:8-9=-2373/1667, 9-10=-2474/1632, 10-11=-2869/1.842 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==l163/1919, 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 Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to:&5-7, Exterior(2R) 8-5-7 to 12-5-7, I6terior(1) 12-5-Tto 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1).32-10-0.to 38-8-0 zone;C-C for members and forces & 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) Provida adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .'6)' This truss has been designed.for a live load of 20.Opsf on the bottom chord in.all:areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 7)' Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.69182 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, lne. FL Leff 6634 1=802, 2=920. � 6904 Parke East Blvd. FL 33610 Tampa P . 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. 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 vedfy.the applicability of design parameters and propedy 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_requiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type ;M Qty Ply 2000 A 3CAR 1OX20_ T24475192 2776633 A04S Hip 1 1 Job Reference (optional) tiumers tlrstSOurce. (mant Guy, I-L), mant I:IIy, t-L - 66bb/, - C.43u s JUn- Z ZUZI MI I eK mousmes, Inc. I nu Jun Z4. l J:un:4o eue I rage I ID:hKY1ep9FiDwfFyJCybTuLLyv92?-?wb2vndhes5cwmitSiQgZVgnC?MzRdn3NzudTHz3304 1-4-0 7-3-3 8.8-0 " 12-5-7 19-4.0 26-2-9 30-0-0 31-4-13 38-8-0 . 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 10 5x6 = 4 . 31 &B:= 5x6 = 32 5 33 34 6 ' 4xB 8 191N 6 3x8 i 3.00 F12 8-8-0 12-5-7 1..4-0 26-2-9 30-0-0 38-8-0 8.8.0 30-9 6-10-9 3-9-7 8-8-0 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 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC . 0.95 Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress Incr' YES WB 0.79 Horz(CT) 0.59 . 8 .. n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight- 209 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: 2-14,8-9::2x4 SP M 31 4-10-0. oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Left: 2x4 SP. No.3 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, 4-18=-144/490,:5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-1 0=-1 34/488, 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; 6=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Extedor(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 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 93) 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. 46) This truss has been designed for a '10.0 Of bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed:for a live load of 20.00sf 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. 9) Bearing at joints) 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. M[Tek USA, Inc. FL Cert 6634 10) 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 8=804, 2=922. Date: 11) This truss design requires that a minimum. of 7/16""structural wood she be applied directly to the top chord and 1/2" gypsum June 24,2021 sheetrock be applied directly to the bottom chord. 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, 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: Additionartemporary, 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, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Sa/ety./nrormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply 2000 A 3CAR 1 OX20 T24475193 2776633 A05S Hip 1 1 Job Reference (optional) Builders Firstbource (viant Gny, rL), vianttUlty, I-L - 33bb/, m4Ju s dun- z zuz t MI I eK mausines, inc. i nu dun e4 i suo:4o zuz i rage i ID:hKY1ep9FiDwfFyJCybTuLLyv92?-T69067eJP9DTXwc3OPx35jN?xPhIA8?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 18 38-8-0 1-4-0 7-3-3 . 4-1 5-9-7 4.10-9 4-10-9 5-9-7 i-4-13 7-3-3 Scale=1:70.1 6.00 12 5x6 = 3x4 =' . . 5x6 = 5 30 6 31 327 " 0 0 o to N 4x8 48 :Z; 3.00 12. .'. ... 24-2-9 - 0 di _ 6-6-U b-U-f 9-y-2 o_e_r a-o-u . Plate Offsets (X Y)-- [2:0-1-11 0-0-10] [4:0-3-0 0-3-0] [5:0-3-0 0-2-0] [7:0-3-0 02-0] [8i0-3-0 0-3-0][10:0-2-3;0-0-10],[11i0-4-0,0-5-0],[15:0-4-OiO-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 0.76 Vert(LL) 0.57 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 Incr YES WB 0.53 Horz(CT) 0.47 10 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 242 lb FT = 20 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;11-13: 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 midpt 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=-5489/2991. BOT CHORD 2-15=-2626/5402, 14-15=-2344/4943, 12-14=-1401/3048, 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.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; InteNor(1), 2-8-0 to_ 14-5-7, Ezterior(2R) 14-5-7 to 20-1-5,'Interior(1) 20-1-5 W24-2-9, Exterior(2R) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3). Building Designer / Project engineer responsible for verifying applied roof live'load.shown covers rain loading requirements specific to the use of this truss component. 64) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to.truss connections. 9) Bearing at joint(s) 2 cohsidefs'parallel to grain value Using'ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b 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:fo the bottom chord. Joaquin Velez PE No.68182 MiTek USA, inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 3.300 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 foi an individual building oomporient, 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 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 ANSIITP11 Quality Criteria, QSB-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 , _ a Oty Ply 2000 A 3CAR 1 OX20 T24475194 2776633 A06S Hip 1 1.11 Job Reference (optional) Builders Firstbource. (Plant city, FL), Plant.clty, FL - 33567, 1-4-0 7-3-3 8-8.0 16-5-7 1-4.0 7-3-3 -4-1 7-9-7 5x6 = 5 6.00 FIT 8.431.1 s Jun2 zuzi mi I eK InauStneS, Inc. -I nu Jun 24. I J:Ub:4t1 ZUL1 rage -I ID:hKYtep9FiDMFyJCybTuLLyv92?-PUHBXpgax TBnEIS7gzXABSGFCKce_eV3x6H4bz3301 !-2-9. 30-0-0 �1-4-1� 3B-8-0 -9-2 7-9-_7 4-1 7-3-3 6x8 = s Scale=1:70.7 5xB = 48 % 3.00 12 B-8-0 16-5-7 a_a.n -i '_o.-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) . 0.78 10-11 >635 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.98 10-11 >471 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2020TrPl2014 Matrix -AS Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied: Except: BOT CHORD 2x4 SP No.1 'Except` 2-2-0 ocbracing: 9-10 14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12, 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size)' 2=0-8=0, 9=Mechanical Max 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. TOP CHORD 2-3=-4690/2882,:3-4=-4548/2895, 4-5=-2525/1658, 5-6=-2194/1617, 6-7=-2533/1652, 7-8=-4565/2883, 8-9= 4713/2897 BOT CHORD 2-13=-2522/4346, 12-13=-2464/4258, 11-12— 1060/2193, 10=11=-2435/4177, 9-10=-2509/4249 WEBS 4-13=-481/1155, 4-12=-2226/1450, 5-12=-342/726, 6-12=7271/276, 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 (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Extedor(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. :5) All plates are 2x4 MT20 unless:otherwise indicated.: 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20'Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members. 8) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 Ib uplift at joint(s) except at=lb) 2=922, 9=804... 11) This truss design requires that a minimum of'7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum. Joaquin Velez PE No.68182 MiTek USA, Ind. FL Gert 6634 6904 Nike 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 en individual building component, not ,' . a truss system. Before use, the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall - building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additiona(temporary and permanent bracing MiTek prevent is always.mquired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type s Qty Ply 2000 A 3CAR 1 OX20 T24475195 2776633 A07 Hip 1 1. Job Reference (optional) timuers rlrsr.7ource.f rlant uty, r-Lj, rlant .uny, rL - 0,5001, 0.4du S Jull Z LVL l lvil l eK IlluubuleJ, lllu. I llu Jul] 44 10.uo.qu LVL l raye I ID:6gDIOH2OVegl Nkl sxoNemzyuULB-thrZl8hCi4b100KehXUmiC?W WcIIN06elbsrc2z3300 r1-4-0 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•D-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 12 6 7 0 0 m N 2Iv 6 4x8 4x8 3.00 12 18-5-7 , 20-2-9 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) '.I/deft Ud PLATES GRIP. TCLL 20.0 Plate GripIDOL . 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 Ina YES WB 0.98 Horz(CT) 0.50 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 11) Max Uplift 2=-920(LC 12), 'l1=-920(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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, 10-11=4888/2825 BOT CHORD.. 2-17= 2369/4620, 15-17=-1310/2745, 14-15=-741/1943„ ]3-14=-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=-444l767, 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):Vasd=124rr1ph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. If; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C. Exterior(2E) -1-4-0 to 2-0-0, Inteiior(1) 2-8-0 to 18-5-7, Exterior(2E) 8. 15-7 to 20-2-9,.Exterior(2R) 20-2-9.to 25-10-7, Interior(1) 2&10-7 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 desighed 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) 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=9201. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Ind. 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. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' . a truss system. Before use, the building designer must verity the applicability of design parameters and 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 ANSUlP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sately.intormation 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. _ T24475196 2776633 A09 Roof Special 9 1. JobReference (opt onal timaers mrstSOUrce. (mant Ulty, t-L), manl .Gny, rL - 6Jb6/, .. 6.4JU S JUn z %Uzi MI I eK InausineS, Inc. 1 nu Jun 24 1 J:Ub:bl 2U21 rage 1 ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-03yJ9giSDi rlehU l pyXEom4il QMjrLYAvlxhwz330_ 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 p0-0•Q 1-4-0 6r1-14 2-6.2 4-5-12 6-2-4 6-2-4 4r5-12 2-6-2 6-1-14 1-4-0 Scale = 1:70.4 . ST1.5x8 STP — m 2 vi 1 O 4x8 11 4x12 3.00 12 6.00 12 5xB �� 5 16-3-7 5x6 = 6 ST1.5x8 STP = 26 0 o' 10 \ ]R \� O 4x6 // 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Veri(LL) 0.69 15-16 >741 240 MT20 244/100 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.87 15-16 >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code 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(LG 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;6-15==610/1380, 5-15= 1205/776, 5-1 6=-1 094/2569, 3-16=-275/281, 9-12=-285/280 NOTES- 1). Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second_gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)'-1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Extedor(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 46-0-0 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 jive loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members, with BCDL = 10.Opsf. 41 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVM1 1 angle to grain formula. Building designer should verify Capacity of bearing surface.. 7)' Provide mechanical connectioh (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=920,10=920 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top_ chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart6634 6904 Paike 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 property' incorporate this design into the overall building design; Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary, and permanent bracing .. MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 136610 Job Truss Truss Type , , Qty Ply 2000 A 3CAR.I OX20 T24475197 2776633 A10 ROOF SPECIAL 1 1 . .. Job Reference (optional) Dunuera rrrsiouurce. trrdrn rely, rLl, rrdrll tiny, rL - 33567, .. 8.430 s Jun 2 202 t MI I eK industries, Inc. Thu Jun 24 13:05;52 2uzi rage 1 ID:6gD10H2OVeg1 NklsxoNemzyuULB-IGWhNAj4_?zcFr3DMg2TL_d2LphOank5_Z4VCNz33Nz 19.8.0 '-1-4-0 6-1-14 :'8-8.0 13.1.12 19-0-0 1 22-4.9 25.6-4 1%% 32-6-2 38-6-0 0-0- 1-4-06-1-14 2-6-2 4-5-12 5-10-4 0-4• 2.8-9 3.1-11 4.5-12 2-6-2 6-1-14 0-4-0 Scale = 1:73.2 f 6x8 = 6.00 12 6 ST1.5xB STP= 26 I 4x8 \1 5xB 4x12 % 3.00 12 4x8 I! 16-3-7 ,18-0-0, 22-4-9 LOADING (psf) SPACING- .:.2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOIL 1.25 TIC 0.68 Veri(LL) 0.61 12-13 >813 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(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 wood sheathing 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= 2485/5047 WEBS 6-13= 607/1300, 7-13=-1118/778, 7-12= 1094/2378, 6-15=-604/1359, 5-15=-1183/775, 5-16=-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 Exterior(2E)-1;-4-0 to 2-8-0, Interior(1.) 2-8-0 to:19-4-0, Exterior(2R) . 19-4-0 to 23-4-0, Interior(1).23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirementS specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss. has been designed for a live load -of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . . • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface., 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb); , 2=920, 10=920. Joaquin Velez PE No.68182 MiTek USA, lnc. FL Leif 6634 6904Parke 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 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 ANSUrPl1 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 ;' a Qty Ply 2000 A 3CAR 1 OX20. T24475198 2776633 All Hip Truss 1 1. Job Reference (optional) Builders rrrstSource (Plant Gny, f-L), Plant.Glty, hL - 33567, .. 8.430 s Jun 2 2021 Mi I ek Industnes, Inc. Thu Jun 24.13:05:53 2021 Page 1 I D:20VQZH In97ic9G5M9NmJalQz35tz-mS44aW kiIJ5Tt?ePwNZitBA9GD4uJ EtEDDg2kpz33Ny 4-6-11-13 , 8.8-0 2-3-1111. . 64 0-0-01 38-8-0 O-O- 3 700 -0 -11-13 1-ZQ8r1 r, q 8-8-0 1-4-0 Scale=1:73.2 5x8 = 5x6 6.00 12 5 6 ST1.5x8 STP = 2222 48 % 4x8 3.00 F12 8-8.0 17-0.0 21-8-0 30-0.0 311.8-0 8-8-0 8.4-0 4-8.0 8-4.0 8.8-0 LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Gdp.DOL 1.25 TC 0.89 Vert(LL) 0.87 14-15 >807 240, MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.76 14-15 >607 180 BCLL 0.0 ' Rep Stress' Incr' YES W B 0.84 Horz(CT)' 0.46 9 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD. Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No. 1, BOT CHORD Rigid ceiling directly applied.' MOT 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.1.1) 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 BOTCHORD 2-15=-2328/4481, 14-15=-1476/2927, 12-14=-904/2127, ti-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=-1113/785, 7-12=-1041/791, 7-11=-1187/1979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2E) 17-0-0'to 21-8-0,'Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3). Building Designer/ Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 joints) 2, 9 considers parallel to grain value using ANSVTPI 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 Celt 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.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 wt 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 ANS11TPI1 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 T24475199 2776633 Al2 Hip Truss 1 1 Job Reference (optional) tlultcers rlrstJOUrce.(viam L:Ity, t-L), mam Luny, rL - 33bbf, 8.48U s dun' z zuzl mi I eK maustneS, Inc. I nu dun Z4. 13:Ub:bb ZUZ1 rage'1 ID:20VQZHln97x9G5M9NmJalQz3Stx-irCg7ClzHwLB6Joo2obAzcFWz1 kMnDvXgXJ9phz33Nw ri-4-q 7-3.3 B=8-0 15.0.0 - 23-B-0 30-0-0 31-4-13 38-B•0 AD•D:q 1-4-Or 7.3.3 y-4-1d 6-4-0 8-8-0 .. 6-4.0 --- .4-14 7-3-3. 1-4-0 Scale=1:73.2 1 ST1.5x8 STP = 23 0 5x8 5x6 =. 6.00 12 3x4 = 5x8 = 5 256 26 7 27 5x6 i 5x6 2x4 �� 4 24 8 2x4. ,/, o 3 9 ST1.5x8 STP = 28 16 15 29 14 90 13 0 12 10 iM N 7x8 = 4x8 = 4x8 = . 7x8 = 11 I4 Sx8 - 0 5x8 Z 3.00 12 B-8-0 LOADING (psf) SPACING- .2-0-6 CSI. DEFL. An (loc) Well . 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 ]nor YES WB 0.55 Horz(CT) 0.52 10 _ n/a n/a BCDL 10.0 Code FBC2020/TPl2014 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 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900, 3-4=-5560/2861, 4-5=-3218/1771, 5-6=2814/1671, 6-7=-2722/1689, 7-8= 3064/1762, 8 9==5304/2891, 9-10=-5476/2932 BOT CHORD 2716=-2465/5463, 15-16= 2243/5079, 13-15=-1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=-617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233, 8-12=-623/1508, 6-15=-320/221, 6-13=-284/198 NOTES- 1) Unbalanced: roof live loads have been considered for this design. 2). Wind: ASCE 7-16; Vult=160mph (3-second gust) V6sd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; 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 15-0-.0, Exterior(211) 15-0-0 W 20-7-14, Interior(1) 20-7-14.to 23-8-0,_Exterior(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof jive 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, with BCDL = 10.Opsf. 7) Bearing at.joint(s) 2, 10 considers' parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s) except.Ot=lb) 2=920, 10=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to. the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 l iTek USA, Ind. FL Gett 6634 6904'Pairke 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 overall; - building design. Bracing Indicated is to prevent buckling of individual truss web 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 ANSIITP11 Duality Criteria, DSB-B9 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 I OX20 T24475200 2776633 A13 Hip Truss 1 1 Job Reference (optional) Cunaers mrstbourcey-iam L:Ity, I-L), manl k:ll:y, rl_- J3bb/, B.43U S JUn' 2'LU'Ll MI I eK InallStneS, Inc. 'I nu dun 24 1S:Ub:bL'LULl rage 1 ID:20VQZHln974G5M9NmJalQz3Stx-eDKaQt6DpYbvMcxA9Dee21 Kr4gR3F1 Fg8roGtaz33Nu r1-4-Q. 8-8-0 13-0-0 19-4-0 25-8.0 30-1 3B-8-0 110=0-q 1-4-0 8-8-0 4-4.0 6-4.0 6-4-0 4-4-0 8-8-0 1-4-0 Scale = 1:73.2 6.00 12 5x8 4 22 5x6 . 3 21 ST1.5x8 STP= 20 m 1 13 .2 7x10 = 0 4x8.% 3.00 12 2x4 111 5x8 23 5 24 25 6 12 11 4xB = 4x8 5x6 O . . 7. C? 26 0 ST1.5xB STP = 27 0 10 8 o 7x10 = 9 I4 0 4x8 Zz 8-8-0 10-B-0 10.8-0 8-8-0 Plate Offsets (X,Y)-- [2:0-6-3,0-0-21,[3:0-3-0,0-3-01,[4:0-5-4,0-2-81,[6:0-5-4,0-2-81,[7:0-3-0,0-3-01,[8:0-6-3,0-0-21;[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/deft L/d .. PLATES GRIP, TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Veri(LL) 0.64 11 >722 240 MT20 244/190 TCDL - 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.87 10-11 >535 180 BOLL 0.0 Rep Stress [not YES WB 0.95 Horz(CT) 0.48 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight; 210 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied. 1-3;7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=d-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (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=-1392/2733, 8-10=-2438/4362 WEBS 3-13=-376/481,:4-13=-1338/2243, 4-11=-257/703, 5-11=-374/409, 6-11=-256/703, 6-10= 1357/2120; 7-10=-379/481 NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2). Wind: ASCE 7-16; Vult=160mph (3-second gust):Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40,-0-0 zone;C-C for members and forces & 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 ariyother live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - capacity of bearing. surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(6) except (jt=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL W6634 6904 Parke East Blvd. Tampa FL .3.3.610 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 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 , ANSM11 Quality Criteria, DSB-b9 and BCSI Building Component 6904 Parke East Blvd. Safety.Mtormation: available from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type ; Qty. Ply 2000 A SCAR I OX20, T24475201, 2776633 A14 Hip Truss 1 1. Job Reference (optional) buiiaers mrst5ource.(viant Gny, rL), vianut-my, rL - JJbti 1, ti.43U S JUn, z 2u21 MI I eK mCustneS, mc. i nu Jun 24 13:Ub:bd -LUZ1 rage 1 ID:20VQZHin97x9G5M9NmJalQz3Stx-6Quz6Dnra'rkmzm W Njw9taEtOBEnQ_UBzMVXpQOz33Nt r1-4-a 11-0-0 , 19-4-0 27-8-0 30.0-0 38-8-0 AO-O-q V. 8-8.0 2-4.0 8-4-0 8-4.0 2-4-0 8-8.0 1-4-0 Scale=1:7.1.7 . • " 6.00 F12 21 ST1.5x8 STP 20 m 2 0 1 4x8 �-- 3.00 FIT 13 7xlO = 7x8 — 6xB = 22 23 .5 24 25 6 2x4 11' :. 7. co ' o 26 m ST1.5x8 STP = ED 27 12: 11 10 8 Iv IN 4x8 7x10 = 9 4x8 = d 48 8-8-0 19.4-0 30-0.0 3B-8.0 8.8.0 10-8-0 10.8.0 B-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, [13i0-6-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Gdp.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 Honi(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight 220lb 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 273=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614, 6-7=-4756/3084, 778=-4822/2836 BOT CHORD 2-13=-2354/4369, 1 i-13=-1670/3243; 10-11=-1692/3243, 8-10=-2415/4369. WEBS 3-13=-325/480, 4-13=-1172/1881, 4-11=-579/1199, 5-11=555/580, 6-1 1=-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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=O.'1'8; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14.to 27-8-0, Exterior(2R) 27-8-0 to 33-3 14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific to.the use of this truss component.' 4) Provide adequate drainage to prevent water ponding. 5) This truss has been. designed for a 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 6) ' This truss_ has been designed for a live load of 20.Opsf on the bottom chord in all areas where a:rectangle, 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at-joint(s) 2, 8 considers parallel -to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of witFistandirig.100 lb uplift at joints) 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 Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3.36.10 Date: June 24;2O21 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 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 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 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, FE 36610 Job Truss Truss Type q. Qty Ply 2000 A 3CAR 1 OX20 T24475202 2776633 A15 Hip Truss 1 1 Job Reference (optional) t1uacers tlrstbource. (viant Lmy, t-L), viant.uny, I-L - 33bb 1, . 8.43U s dun2 2u21 MI I eK Industries, Inc. I nu Jun 24 13:U6:UU 2U21 Pagel I D:20VQZH In9lk9G5M9NmJalQz3Stk-3o?j2vp56T_UD4glgLBLgfyNj2RdS RcGgpOwUvz33Nr 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 6-10-11 6-10-11 2-9-9 6-2-7 1-4-0 Scale=1:71.7 . 6.60 12 3x4 3 ST1.5x8 STP 24 25 O 7x8 = 4x4 = .4 26 27 5' 28. 7x8 = 6 29 30 31 7x8 = 7 3x4 8 0 ST1.5x8STP= IN 32 33 1 0 0 �10 Iva ... O 4x6 = 3x8 i 3.00 12. 3x8 6-2-7 8-8.0 15.10-11 22.9-5 30.0.0 32-5=9 ,. 38-8-0 F 6-2-7 2-5-9 7-2-11 6-10-11 T 7-2-11 2-5-9 6-2-7 Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, [4:0-5-12,0-2-121, [6i0-4-0,0-4-81, [7:0-5-12,0-2-121, [9:0-2-9,0-1-81, [12:0-4-0,0-3=41, [16:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl . Ud PLATES GRIP. TCLL 20.0 Plate Grip.DOC 1.25 TC 0.81 Veri(LL) 0.99 13-15 >468 NO. 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 1 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 forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6= 5605/3369, 6-7=-5607/3372, 7-8=4575/2746, 8-9=-4653/278B BOT CHORD 2-17=-2340/4185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607, 12-13=-2080/3939, 11-12=4415/4223, 9-11=-2397/4185 WEBS 4-16=-628/1192; 4-15= 1061/1874, 5-15=-462/436, 6-13=422/445, 7-13=-1651/1871, 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 Exfedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to:14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. • 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live: load nonconcurrent With any.other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and:any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula: Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=92019=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 Gerf 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, the building designer must verify.the applicability of design parameters and properly incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 I Ply 2000 A 3CAR• 1 OX20, T24475203 2776633 A16 HIP TRUSS 1 3 Job Reference (optional) t5uuaers ctrslbource. frianl city, r-L/, rlarn Ully, M - 00001, a.43u s dun z cue r wu i eK mausuies, inc. i nu dun z4 ta:uo:u i zuz i rage i I D:20VQZH In97x9G5M9NmJalQz3Stx-X?Z5GFgjtm6KgEFyO3iaCtV•cLSttBveQ3TmTOLz33Nq ..33-5-7 r11--44--001 55--44--1100 , 71--70--60 1 330 19-4-25-5-0 3.0 3R10 6.1-0 6-3-0 6-1-0 5- 0-1 04-8 N0 1-9-7 Scale = 1:71.5 6x8 = 6.00 12 7x8 = 4x4 = 7x8 = 10x12 --2x4 2x4 zz� 3 4 16 5 617 18 7 0 7x10 % " — ST1.5x8 STP= ST1.5x8 STP — 3.00 12 Sx6 ZZ 7.4-8 .13-3-0 19.4-0 25-5-0 31-3-8 31r1i 0 38-8-0 7-4-8 5-10-8 6.1.0 6-1.0 5-10-8 0-4.8 7-0-0 Plate Offsets (X,Y)-- [1.0-4-11,Edge], [3:0-5-8,0-3-0], [4:0-4-0;0-4-8], [6:0-4-0,0-4-8], [7:0-11-4,0-5-12], [9:0-5-11,Edge], [13:0-6-0,0-6-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC - 0.56 Vert(LL) 1.08 13 >418 240 MT20 244/190 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/TPI2014 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=0-8-0 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=-17854/10336, 4-5=-17854/10336, 5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285' 8-9= 12540/7085 BOT CHORD 1-15=-6230/11414, 14-15— 6898/12826, 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: Topchords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-970 oc. Webs connected as follows: 2x4 - 1 row at0-9-0 oc., 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless, otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 • 5) Building Designer/ Project engineer responsible formerifying 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 jive load nonconcurrent with any other live loads. 8) ' 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. 9) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at.joint(s) except at=lb) 1=1998,. 9=2128. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 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 design is based. only upon parameters shown, And is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see ANSI?P11 Quality Criteria, DSB49 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, T24475203 2776633 A16 HIP TRUSS 1 J Job Reference (optional) tiuuoers r1rsibource.(riant uny, t-L), rlam silty, rL - 33bbi, - b.43U s JUn" z zuzi mi I eK Inouslnes, Inc. I nu Jun 24 l3:Ub:UI zuzi rage 2 ID:20VQZH In97ii9G5M9NmJalQz3Stx-X?Z5GF4jtm6KgEFyO3iaCtVcLSttBveQ3TmTOLz33Nq NOTES- 12) :Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and391 lb up at 31-8-0, and 802 lb down and391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increa6e=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=-58), 7-10= 54, 1-19= 20,'15-19=-42(F=-22), 11-15=-42(F=-22), 11-20=-42(F=-22), 9-20=-20 Concentrated Loads (Ib) Vert: 19=-475(F) 20=-475(F) .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, end is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing - MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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,10X20 T24475204 2776633 B01 Hip Girder 1 1 Job Reference o tional Cullaers mrSt50Urce. (viam tiny; t-L), Plant tiny, t-L - 46bbl, .. - - t1.43U s Uun Z ZUZI MI I eK Inousines, Inc. I nu Uun z4. I G:UO:Uz zue 1 rage 1 I D:20VQZH In97x9G5M9NmJalQz3Stx-7B7TTbrMe4EBSOg8ymDpl42ghrE2wVXZH7V1 Zoz33Np • -1 4-0 5-0=0 7-8-0 12-8-0 14.0-0 1-4-0 5-0.0 8&8-0. 5-0-0 1-4-0 Scale = 1:25.0 4x4 = 44 _ 3 16 4 m 0 3x4 = LOADING (psf) TCLL 20.0 TCDL :7.0 BCLL 0.0 ' BCDL 10.0 5-0.0 s-n-n SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20201TP12014 CSI. TC 0.33 BC 0.44 WB 0.11 Matrix -MS . ; bEFL. in (loc) I/deIII Ud Vert(LL) 0.06 8-11 >999 240 Vert(CT) -0.08 8-11 >999 180. Horz(CT) 0.02 5 n/a n/a 3x4 = PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20% M Io LUMBER- BRACING - TOP 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./Mali. Ten. -All forces 250 (Ib) 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' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft;;L=40ft;,eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4). Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and:any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=516, 5=516. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at 5-0-0, and 61 lb down and.146 lb up at 6-4-0, and 195 lb down and 334 lb up at. 7-8-0 on top chord, and 116 lb down at 5-0-0, and 47 lb down at 6-4-0, and 116 Ib down at, 7-7-4 on'bottorh 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=125, Plate Increase=1.25 Uniform Loads (plf) so Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Cetf 6634 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 WARNING -Verily 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 vedfy.the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional. temporary and permanent bracing 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 ANSUTPII Duality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' ' ' Tampa, FL 36610. - Job Truss Truss Type , i Oty. , Ply 2000 A SCAR 1 OX20 T24475205 2776633 B02 Common. 2 1 Job Reference (optional) tsunciers rlrsi6ource trlani L ny, r-L), rlanLLdly, rL - 6=0f, m43U 8 Jun a ZUZ I Evil I eK Inuusirms, Inc. I nu Jun Z4. 13;Uo:uJ ZUZ I rage I ID:20VQZH In97AG5M9NmJalQz3Stx-TNhshxr_OOM24XPKW Tk2HIawpFZFfxgi W nFa5Ez33No -1-4-0 6.4-0 12-8.0 14-0-0 1-4-0 6.4-0 6-4-0 1-4-0 Scale=1:24.7 4xf3 3 3x4 = 3x4 = 6-4.0 12-8.0 6-4.0 6-4-0 Plate Offsets (X,Y)-- [2:0-1'-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl . Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC. 0.62 Vert(LL) 0.08 6-12 >999 240 MT20 244/1go TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 HOrz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight- 49 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD.. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 4=0-8-0 Max Horz 2=-158(LC 10) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541.(LC 1), 4=541(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 656/817, 3-4— 656/818 BOT CHORD 2-6=-456/532, 4-6=456/532 WEBS 3-6=-44/282 NOTES- 1)' Unbalanced roof live loads have been considered for_this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; 13=7. 4511; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E)'-1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exierior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirement's specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 5) ' This truss has been designed for a live load:of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) - 2=37814=378. 7) This truss design, requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 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 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 guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.lnlormation available tram Truss*Plate Institute, 2670 Crain Highway, Suite 203_ Waldorf, MD 20601 Tampa, FL -36610 Job Truss Truss Type r.. . City Ply 2000 A 3CAR 1 OX20, . . . . 24475206 2776633 B04 Common 3 1 Job Reference (optional) Culloers t-irsttiource.(viant L;Ity, t-L), viant L;ny, I-L- d6bb1, • 1=4-0 6-4-0 1-4-0 6-4-0 8.43U s Jun' 2 zuzi mi I eK Inaustnes, inc. I nu Jun 24. 13:Ub:U4 2U21 rage 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-xZFEuHsc9hUvih,(3BGHgV751fvi008sIR_8dgz33Nn 12-4.0 6-0-0 5x6 _ Scale: 1/2"=l' . 3. w I 3x4 = 4x4 = 6-4-0 6-4-0 LOADING (psf). SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl . Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TIC 0.61 Vert(LL) 0.08 5-11 >999 M 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 lncr YES WB0.10 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 sheathing 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=078-0 Max Horz 2=148(LC.11) . Max Uplift 4=-250(LC 12), 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 3-4=-634/724 BOT CHORD 2-5=-485/508, 4-5=-485/508 WEBS. 3-5=-23/270 NOTES- 1)- Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Extedor(2R) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4rO 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 jive 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 jive load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live loadof20.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 joints) except Qt=1b) 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 Velez PE N0.68182 MiTek USA, Inc. FL Ceff 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, nob a truss system. Before use, the building designer must verifvthe applicability of design parameters and properly_ Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component - .. 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type • i r Qty Ply 2000 A SCAR 1 OX20 _ T24475207 2776633 C1 Jack -Open 11 1 Job Reference (optional) tiunaers t-irstS0urce tviant tatty, vL), mani L ny, t-L - JJbti y, . t5.4JU s JUn Z ZUZI MI t eK Inausines, Inc. I nu Jun e4 I J:uo:UD ZUz i rage t ID:20VQZHln97x9G5M9NmJalQz3Six-Pmpc6dtEw?cmJrZjdunW MjgK33Me7s??_4kh96z33Nm -1-4.0 0-11-4 1.4-0 0-11.4. Scale = 1:7.6 . 3 l . Plate Offsets (X,Y)-- [20-0-4,Edge) LOADING (psf) . SPACING- . 2-0-b CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 2b.0 Plate Grip.DOL 1 1.25 TC : 0.32 Vert(LL) O.bo 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 - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or b-114oc puffins. 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(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=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and.forces-A 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 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 other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5): Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,'4 except Qt=lb) 2=227. Joaquin Velez PE No.68182 MiTek USA, Ino. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.36.10 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information: available from TrussPlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type aty . , Ply 2000 A 3CAR 1 OX20 T2447520B 2776633 C113 JACK -OPEN 2 1 Job Reference (optional) t3Uliciers r. irsttiource (Flan L;Ity, t-L), Flan l:ny, rL - 3dbb/, ts.gau s ,tun z zuZI Mi l eK inausines, Inc. l nu Jun z4 ta:ub:ua euz i rage i ID:hKY1 ep9FiDwfFyJCybTuLLyv927-tyM_JyushJkdx?7vBcIIvwC W pTi6sJE9CkTEiZz33Nl -1-4-0 0-11-4 1-4-0 0-11-4 Scale =1:T6 1 0-11-4 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC . 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.60 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. 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=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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load.of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. a 'Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33.610 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 MiTekO connectors. This design is based only upon parameters shown, and is foi 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITP11 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. I OX20 ...... T24475209, 2776633 01 C JACK -OPEN 2 1 Job Reference (optional) Builders Firstbource, (Plant city, FL), F9antCaty, t-L - 33567, -1-4-0 1-4-0. 8.43U s Jun2 ZU21 MI I eK Industries, Inc. I nu Jun 24 13:Ub:U8 2U21 Page 1 ID:hl<Yi ep9FiDwfFyJCybTuLLyv92?-tyM_JyushJkdx?7vBcllvwCWpTfrsJE9CkTEiZz33Nl 0-11-4 0-1 1-4 Scale = 1:7.6 m m 0 N O 0-9.8 -11- 0-2-8 .1.1 Plate Offsets (X,Y)-- [2:0-4-12;0-0-81 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 5 >999 MO. MT20 24A/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./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.; GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;: cantilever left exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10, 0 psf bottom chord live load nonconcurrent with any other live loads. . ttom 4) ' This truss has been designed for a live load of 20.0psf on the bochord 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 fuss 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=449. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceft6634 6904'Pafke East Blvd. Tampa FL 33610 Date: June 24,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:M11.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and Is fog an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional,temporary and permanent bracing MiTek' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sairety.lnrormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Oty Ply 2000 A SCAR 1 OX20 T24475210 2776633 C1P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (rlant Glty, FL), rlant.L;ty, rL - 33b6/, 15.43U s UUn z zuzl mi I eK mausines, Inc. I nu Jun z4 13:U6:UL zuzl rage d ID:oHYi RCdpc1 quXgUg6?i PJRzdjtT-LBwMW IuUScsUZ9i51Jp_S8lgZs28bmUIRODoE?z33Nk 1-4.0 ' 0-11-4 1-4-0 0-11-4 - - Qro1n_1•7R v 0 M 0 N T '::' O 0-11-4 0-11-4 date unsets (x,y)-- (2:U-U-4,tdge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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 - 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=Mlechanical, 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: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces. & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=246. Joaquin Velez PE No.66182 MiTek USA, lno. FL Cett 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: June 24,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 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: Additionaftemporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 I Qty. _ Ply 2000 A 3CAR 1 OX20 T24475211 2776633 Cis JACK -OPEN 1 1 Job Reference (optional) ' Builders Irlrst50urce(rlant Glty, rL), riant cny, t-L - JJbbt, ts.4sU s Jun- Z ZUZI NII I eK Inausmes, Inc. I nu Jun Z4 io:Ub:utl ZUZ 1 rage I ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-gLUlkev6Dw_LAJHI II KD_LHw9GO2KDkRg2yLmRz33Nj • , 0-11-4 0-11-4 Scale =1:6.9 3 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 TC0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL " 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) '-0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP p 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 11), 2=22(LC.17), 3=17(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=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 fo(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) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Mho FL Geft6634 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,'66d is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy'Incorporate this design into the overall . building design.- Bracing indicated is to prevent buckling of Individual truss web and/or chord. members only. Additional temporary and permanent bracing M ITek• is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - 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 T24475212 2776633 C1 V Jack -Open Truss 4 1 Job Reference (optional) buiciers mrS1SOUrce. t -iani Gny, t-L), - rianl.uny, rL - ddbe/, - - n.4au s dun z zucr rvu I eK inausures, inc. i nu dun z4. i s;uo;ue zuz i rage i I D 20VQZH In97x9G5M9NmJalQz3Stz-IX27x_wl_E6CoSsUskrSXZg02gjZ3g_buiiuJuz33Ni .1.4-0 0-11-4 1.4-0 0.11-4 Scale = 1:7.6 In Plate Offsets (X,Y)-- [2:0-0-15,Edge o ' m 0 N u) O Ia a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240, MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.06 Verl(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP 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 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 (Ilj) or less except when shown. NOTES- 1) Wind: ASCE 7-1.6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; EncL, GCpi=0.18; MWFRS (directional) and C-C Corner(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 vefifying 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) 3, 4 except at=lb) 2=211. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Ceit 6634 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 showri,'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 MITPrk• 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 s 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 2776633 C3 Jack -Open 11 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant Gity, FL - 33567, • 1-4-C ~ 1.4-0 1 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 13:06:09 2021 Page 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-IX27x_wl_E6CoSsUskrSXzg02giZ3g_buiiuJuz33Ni 2-11.4 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0=2] LOADING (psf).. SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud .. PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Inct YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014• Matrix -MP Weight- 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC:12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: 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) 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 mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Ind. FL Ceit 6634 6904 Paike 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, 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 ANS17fP11 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 36619 Job Truss Truss Type Qty. Ply 2000 A 3CAR 1 OX20 T24475214 2776633 C3P JACK -OPEN 4 1 Job Reference (optional) tiuuders virst50urce (Plant city, i-L), Plant.Gny, I•L - 33567, -1.4-0 U Plate Offsets (X,Y)-- [2:0-0-4,0-0-01 8.430 S Jun2 2021 Mi I ek Industries, Inc. -Ihu Jun 24.13:06:1.0 2021 Page 1 ID:oHYiRCdpct quXgUg6?i PJRzdjtT-mj6V9KxNIXE3QcRgQSMh3mNBo40_o7Ek7MRSrKz33Nh 2-11-A 2-11-4 Scale = 1:12.7 2-11.4 16 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress' Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2= 245(LC 12), 4=-45(LC:9). Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max; Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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 & MW FRS for reactions shown; Lumb4 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 at=lb) 2=245. Joaquin Velez PE No.68182 MiTek USA, Inc. FL CefE6634 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 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 foi an individual building component, not a truss system. Before use, the building designer must verity.the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is io 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. 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 10X20 T24475215 2776633 C3S JACK -OPEN 1 1. Job Reference (optional) builders F1fstbource, (Hlant Ulty, FL), F9ant.uity, I-L - 33567, 8.430 s Jun 2 2u21 Mi I eK Industries, Inc. I Mu Jun 24. 13:06:11 2021 F'age 1 ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-EwAtMgy? W rMwl mOt_9uwc_vPIUM_XaUuMOB?Nmz33Ng • 2-11.4 2-11-4 2 Scale: 1 "=1' 1 2x4 = 3 Plate Offsets (X,Y)-- [I;Edge,0-0-41 LOADING (pso SPACING- -2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) . 0.01 3-6 >999 240 MT20 . 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 - Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20 LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 2-11-4 oc ptirlins. 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; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live'load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5), Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 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 property incorporate this design into the overall building design. Bracing indicated is io prevent buckling of individual truss web and/or chord members only: Additionaftemporary and permanent bracing MITe'k• is always required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 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 r: Qty. Ply 2000 A SCAR 10X20 T24475216 2776633 C3V Jack -Open Truss 4 1 Job Reference (optional) Hullders Hfst50urce (Fnant Glty, FL), Nlant.Gtty, f-L - 3356y, 23.43u s Jun z xuxi mi I eK industries, Inc. I nu Jun Z4 33:U6:11 zuzl rage i ID:20VQZHIn97x9G5M9NmJalQz3Stx-EwAtMgy? W rMwi mOt_9uwc_vMYUO?XaUuMOB?Nmz33Ng 1-4-0 2-11-4 . 1r4-0 2-11-4 Scale=1:12.7 0 r7 N 02 O _Plate Offsets_(X,Y)-- [2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.32 Vert(LL) 0.01 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(rP12014' Matrix -MP "Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. 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=4ft; 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 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 trilss 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 Ib uplift at joint(s) 3 except at=lb) 2=174. Joaquin Velez 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 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 ... 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 ANS//TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe ty.intormation: 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 2776633 C5 Jack -Open 7 1 Job Reference (optional) "CUllaers mrstbource.kmam Gtly, t-L), mani uay, rt_ - JJbb 1, -1-4-0 1.4.0 1 C.4Ju s Jun- Z ZUZI Mr r ex Inausines, Inc. i nu Jun Z4 r J:UO:.I Z ZUZ I rage I ID:20VQZHln97x9G5M9NmJalQz3Stx-i6kFaOydH9Unfwb3XsP99BSUktfNGI k1 bgwZvCz33Nf 4-11-4 4-11.4 Scale =1:17.6 3x4 = 4114. 4-11.4 date uttsets (A,y)-- I'L;U-1-4,U-U-zj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defj Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING-.' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=1 33(LC. 11), M62(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. 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 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical cbnrlectiori (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 Velez PE No.68182 MiTek USA, lno. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.6.10 Date: June 24,2021 .rA WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' Is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 l OX20 T24475218 2776633 C5P Jack -Open 4 1 Job Reference (optional) uuiiders i-irstsource. (Plant city, FL), viant.uity, I-L - 33567, .. . ` -1-4-0 1-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 CSI. Plate Gdp:DOL 1.25 TC . 0.81 Lumber DOL 1.25 BC 0.84 Rep Stress Incr YES WB0.00 Code FBC2020/TP12014 Matrix -AS 8.430 s Jun 2 2021 Mi I ek Industries, Inc. 'I hu Jun 24 13:06:13 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-AIIenMzF25ceH4AF5awOhP?bRHuN?UzBpKg6Sfz33Ne 4-11-4 4-11-4 Scale=1:17.6 4-11-4' 4-11-4 DEFL. in (loc) I/deft Ud PLATES GRIP. Vert(LL) 0.18 4-7 >322 240 MT20 244/100 Vert(CT) 0.17 4-7 >354 180 Horz(CT) -0.01 3 n/a n/a Weight: 18 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(LC.17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Extedor(2R) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading -requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except. of=lb) 3=145, 2=300. , 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be.applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Getf 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. 511912020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify.the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing - MITp. k• is always_ required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 SCAR I OX20 T24475219 2776633 C5S JACK -OPEN 1 1 Job Reference (optional) buticlers t IrstSource. (viant cny, I-L), rlant.cny, rL - 33bsl, H.43U s Jun Z ZUZI mi I eK Innustnes, Inc. I nu Jun Z4. 13:Ub:14 zuzi rage i ID:mMgi pKnMQsfOZioRmROHYCzM W VQ-eVrO_i_tpmlUuEISfHRdEcXpThJ9kxDK2_Pf_5z33Nd 4-11-4 4-11-4... Scale=1:16.9 Io i 3 3x4 = 4-11-4 4-11-4 Plate Offsets (X,Y)-- [1:0-1-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180. BC.LL 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 -AS Weight: 16 lb FT = 20 LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC:12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces'250 (lb) or less except when shown: NOTES - 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 Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-:10-8 zone;C-C for members and forces & MWFRS:for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading 'requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=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 Cott 6634 6904 Paike 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 verifthe applicability of design parameters and property incorporate this design into the overall y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional,tempomiy and permanent bracing MiTek ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty.: Ply 2000 A 3CAR.10X20, T24475220 2776633 C5V Jack -Open Truss 4 1 Job Reference (optional) timuers r-irsibource (rlam l lly, r-L), riani u11y, rL - JJbbl, t7.43u s JUn z zUzl mi i eK Inausines, inc. i nu Jun z4. I;J:Ub:14'Luzi rage l ID:20VQZHI697x9G5M9NmJalQz3Stx-eVrO_i_tpmlUuEISfHRdEcXpbhK9kxDK2_PL 5z33Nd i40 4114 1-4-0 , 4-11-4 Scale=1:17.6 1 JAY LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gap .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 WB0.00 HOrz(CT) -0.01 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=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=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where'a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing 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 Gt=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 Velez PE No.68182 MiTek USA, Inc: FL Cett 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 PAGEMII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not. A truss system. Before use, the building designer must 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. Additionaltemporary 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 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. T24475221. 2776633 D01 Hip Girder 1 1 Job Reference (optional) timaers mrsibource. (riam laty, I-L), rianl Llly, rL - 3000/, .. o. 40u s JUri 4 ZVZ I WII I UK Ifluuslrles, I[IG. I flu Jul] 411 I0:uo:,10 ZVL 1 rdye I I D:mMg l pKnMQsfOZi6RmROHYCzM W VQ-btzmPN?8LN?CBXugmiT5J 1 d7eVvnCeBdVlum2_z33Nb -1-4-0 7-0-0 13-6-0 20-0.0 _ 27-0-0 28-4-0 1.4-0 6-6-0 6-6.0 7-0-0 _ 1.4-0 � NAILED Special NAILED 5x8 = NAILED NAILED 3x6 II 3 17 16 104 20 ST1.5x c? 2 Special NAILED NAILED 5x8 = 21 22 5 . . . Scale=1:49.2 m 0 5x8 STP = di 6 .i1 7 jo 10 23 24 259 26- 27 28 8 3x8 2x4 11 NAILED NAILED 5xB — NAILED NAILED 2x4 11 3x8 — = — - Special NAILED Special NAILED 6.00112 8 STP = ST1. 7-0.0 13.6-0 20-0.0 27-0-0 7-0.0 6.6-0 6-6-0 7-0-0 Plate Offsets (X,Y)-- [2t0-8-0,0-0-14),[3:0-5-8,0-2-4j,[5:0-5-8;0-2-4),[6:0-8-0,0-0-14),[9:0-4-0,0-3-4) LOADING (psf) SPACING- .2-0-0 CSI. DEFL. in (loc) lldefl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC : 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BC.LL 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 Weight: 123 lb FT = 20% LUMBER- BRACING-. TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LG7): Max Uplift 2— 1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD 2-10=-2077/3683, 9-10=-2080/9t% 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=-66/726,3-9=-879/137.4;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=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where arectangle 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 Ib down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 Ilb up at 19-1.1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. - 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 = Uniform Loads (plo Joaquin Velez PE No,68182 Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 aMiTek USA, Ind. FL Cert 6634 6904 Paike East Blvd. Tampa FL 33,610 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 A 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 Ply 2000 A 3CAR 10X20 T2447522'I. 2776633 D01 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 24 13:06:16 2021 Page 2 I D:mMgl pKnMQsfOZioRmROHYCzM W VQ-btzmPN?8LN?CBXugmiTSJi d7eVvnCeBdVlum2_z33Nb LOAD CASE(S) Standard Concentrated Loads (lb): Vert: 3— 149(F) 5=:149(F) 10=-392(F) 8=-392(F) 17— 117(F) 18=-117(F) 19=-1,17(F.) 20=-117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24==59(F) 25=-59(F) 26=-59(F).' ... 27=-59(F) 28=-59(F) Job Truss Truss Type ' City A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE:MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 cpllapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Duality 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 1 2000 A 3CAR 1 OX20 T24475222 2776633 D02 Hip 1 1 Job Reference (optional) Builders Mrstsource. (Plant uty, FL), viant uty, FL - 33567, 6.43U S Jun2 ZU21 MI I eK industries; Inc. I nu Jun 24 13:U6:.17 2U21 rage 1 I D:mMgi pKnMQsfOZioRmROHYCzM W VQ•34X8djOm5h73lhTOKQ_KsF9MeuG HxFemkyeKbQz33Na 1-4-0 6-3-6 9-0-0 13-6-0 18.0-0" 20.8-10 27-0-0 1-4-0 6-3.6 2-8.10, 4-6-0 4-6-0 2-8-10 6-3-6. Scale =1:49.0 m �1 44 = 3x4 = 4x4 = 4' 20 21. 5 22 6 m 6 v iT.P = 8 m Io . 44 = 3x8 = 3x4 = 3x8 = 4x4 = 9-0.0 18.0-0 27.0-0 9-0-0 9-0-0 9-0-0 date utTSetS (x,7)-- (2:u-1-U,tdgej, (tl:U-1-U,togej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.17 9-14 >999 " 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 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 Grav 8=997(LC 1), 2=1073(LC 1) ... FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=-967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=-338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=-337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.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 9-0-0, Exferior(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 & 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) 8=559, 2=680: . 8) This truss design requires that a minimum of 1/16" 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 Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 24i2021 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 1 OX20 T24475223 2776633 D03A .. HIP GIRDER 1 Job Reference optional) builaers.rirstsource. (rtant city, I-L), rlant city, I-L - 335b1, u.43U s Jun z zuzl MI I eK InaustrleS, Inc. i nu Jun Z4 13:uls:Ta zuzi rage 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-?Sfv2 P20di Nn77dPSrl oxgFddi_VPzO3CG7Qflz33NY 5-0-1 9-9-0 13.6=0 17-3-0 21-11-15 27-0-0 5-0-1 4-9.0 3.9-0 3-9-0 4-9-0 5-0-1 Scale: 1/4':=l' 5x8 = .I . . 3x4 = 6x8 = 3 22. 4. .23 5 )al 0 12 __ -- lu __ _- 9 -_ __ y 7 5z12 - HTU26 2x4 1f 6x8 = 6x8 = HTU26 3x4 = HTU26-2 7z8 = HTU26 " 3x10 II HTU26 8xl2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 9-e-u . . J-e-U 1-`J-U 4-d-u Plate Offsets (X,Y)-- [1:0-11-8,0-0-41, [3:0-5-4,0-2-12], [7:0-4-11',Edge], [9:0-4-0,0-4-121, [12i0=3-8,0-4-81 D.U-i LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 26.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) 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 1=195(LC 7) Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 12567/7613, 2-3=-10758/6524, 3-4=-10807/6559, 4-5=-10987/6612, 5-6=-12143/7214;6-7=-16212/9498: BOT CHORD 1-13=-6691/111.49, 12-13=-6691/11149, 10-12= 5674/9692, 9-10— 6265/10807, 8-9=-8432/14501, 7-8=-8432/14501 WEBS 2-13=-852/1475, 2-12=-1727/1193, 3-12=-1859/3009, 3=10=-999/1900, 4-10=-324/187, 4-9=-351/379, 5-9=-2931/50611'8-9=-4081/2448, 6-8==1808/3314 NOTES- 1) 2-'ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7=0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2). All loads are considered equally.applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to • ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6). Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a liveload 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. 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 Qt=lb) MiTek USA, Inc:. FL Celt 6634 1=3556, 7=5336. 6904 Parke East Blvd. Tampa FL 338.10 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 (20-1'Od Girder, 14-1Od Truss, Single Ply Girder) or equivalent at 15-10-0 from the left end to. 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.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 ANSLITP11 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 2776633 D03A HIP. GIRDER 1 2 Job' Reference (optional) Builders FirstSource. (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek industries, Inc. Thu Jun 24 13:06:19 2021 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-7Sfv2P20dINn77dPSr1 oxgFddi_VPz03CG7Qflz33NY NOTES- 12) 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.Ib up at 8-4-12 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-16=-54, 3-5— 54, 5-20=-54, 1-7=-20 Concentrated Loads (lb) Vert: 8=-1409(B) 19= 1409(B) 24=-86(B), 25=-160(B) 26=-1484 27=-782 28=-708(B) 29==708(B) 30=-708(B) 31=-1412(B) 32=-1413(B) 33=-1413(B) 34=-1409(B) 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,M11-7473 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see ANSI/lPlf Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r' ' City Ply 2000 A 3CAR 1 OX20 T24475224 2776633 E2A JACK -OPEN STRUCTURAL 3 1 Job Reference (optional) builders, rlrsibource.(rlani uny, t-L), . manut my, t-L - SJb67, t1.4Ju s JUnz zuzl mi I eK.Inausines, Inc. I nu Jun z4 1J:Ub:ZU ZUZ1 -rage-i ID:hKY1 ep9Fi DwfFyJCybTuLLyv92?-TeDHF13eOcVec9Cb?YY1 TtnvH6Tv8fiCOws_Blz33NX -1-4-0 2-0.0 1.4-0 2.0-0 Scale=1:10.3 m o. 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/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.26 Vert(LL) 0.00 7 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.60 7 >999 180 BCLL 0.0 ' Rep Stress [nor 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=M_echanical Max Horz 2=124(LC 12) Max Uplift 2= 229(LC.12), 4=-28(LC 9), 3= 38(LC 12) Max Grav 2=170(LC 1), .4=31(LC 3), 3=35(LC 17) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., .GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only., For studs exposed to wind (normal to the face), see.Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 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 Do. 5) This truss has been designed for a 10.0 psf bottomchord 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) 4, 3 except 6t=lb) 2=229. Joaquin Velez PE No.68182 I iTek USA, Inc. FL Ceff 6634 6904 Parke East Blvd. Tampa FL 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 design Is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610- Job Truss Truss Type ' Qty Ply 2000 A 3CAR 1 OX20 T24475225 2776633 ES Jack -Open 3 1 Job Reference (optional) etuuaers.mrstmource(Plant Uny,t-L), Plant Ulty,rL-33bti/, =1-4-0 1-4.0 0 8.43U s Jun Z ZU21 MI I eK.InaUStnes, Inc. rhu Jun 24 13:U8:2U ZUZl Pagel ID:20VQZHln97x9G5M9NmJalQz3Stx-TeDHFI36OcVec9Cb?Yyl TtnrR6N28fiCQws_Blz33NX 5.0-0 -- 5-0-0 Scale=1:17.B 3x4 = 5-0-0. 5-0.0 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip D.OL 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 11), 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 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 miss connections. 6). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=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 Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 3.36.10 Date: June 24,2021 WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® bonnectors. 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 membersonly. Additional temporary and permanent bracing r� �r T k' ty'�'�e, 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; DSB49 and BCSI Building Component 6904 Parke East Blvd. - Satety.lntormation 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 2776633 E7 Jack -Open 12 1 Job Reference (optional) builders rustsource Imam ury, rLj; riam.L 11y, rL- aJ0b/, * 140: 1-4-0 0.43U 5 Jun L LUL 1 IVII I eK.IrIUUSIr1eS, inn. I IIU jut 1.L'1 1 d;uo;e I LUL 1 rdye 1 I D:20VOZHIn97x9G5M9NmJa1Qz3Stx-xrmfS63G9wdV EInoZF3GO5Kwb W c_t5yMfacXkBz33N W 700 . 7-0-0 Scale = 1:23.0 lh 0 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI... DEFL. in (loc) I/dell Ud. PLATES. GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC0.92, 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 In& YES WB 0.00 Horz(CT) -0.01 3 : n/a n/a BCDL 10.0 Code; FBC2020/TP12014 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./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-secorid gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4fi; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2), Building Designer / Project engineer responsible for verifying :applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has'been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live -load -of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and:any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito 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 Volk PE No.68182. MiTek USA, Inc. FL Coif 6634 " 6904 t Parke as Blvd. v . Tampa . 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 preyent bof individual truss web and/or.chord members -only: Additional temporary and peimanent bracing "uckling ffek". 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-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 T24475227 2776633 E7P Jack -Open 4 1 Job Reference (optional) ' builders. Flrstbource,(rlant Glty, F-L); rlant.Laty, f-C- 3356/, ... ..... U.4JU s dun- z zuzi MI I el( trIOUSines, Inc. -Inu dun. z4 I J:Ub:zz zT UZrage I I D:oHYiRCdpc1 quXgUg6?i PJRzdjtT-P 1.K1 gR4vwDIMsSM_7zaVZlt6ovxOcYCVuEL4Gdz33NV ` -1-4'0" 700 1-4-0.. 7-0-0 . Scale =1:22.6 6.00, .12 . . 3 2 m 0 m .. 1 7 3x8 _ . 4 ' 7-0-0, 7.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0.. Plate Grip DOL 1.25 TC 0.89 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) -6.01 4 n/a n/a: BCDL 10.0 Code. FBC2020/TP12014 Matrix -AS Weight:30 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.1 TOP CHORD : Structural wood sheathingdirectly 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(1_C 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to,6-11-4 zone; porch left. and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements: specific to the use of this truss component. 3)' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with' any other live loads. 4) ` This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s). for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withsta6ding.100 lb uplift at joint(s), except at=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the, top chord and 14' 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 design is based, only. upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design., Bracing indicated is to prevent buckling of Individual truss web and/or,chord members only: Additional temporary and permanent bracing .... MiTek'. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTPlr 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 T24475228 2776633 E7V Jack -Open Truss 14 1. Job Reference (optional) Cuimers. mrs150urce. irtanl L ny, I-L), rlant.Ldly, r-LJJOb/, - " . - . 0.4JU 5 JUII Z ZUZ I Ivu I en.111uu5e1e5, MU. 111U JILT. 49 I J;VO;LJ GVL 1 rayn I Yp ID:20VQZHIn97x9G5M9NmJalQz3Stx-6DuPtm5XhXtDTcxAhg5k5W PMgJLAL_5f6u5eo4z33NU -140 439 700 1.4-0 4-3-9 2-8-7 4 Scale=1:22.8.. 2x4 II 3x4 m N " m co O' LOADING (psf).. SPACING- 2-0-0 CSI. DEFL. .. in (loc) I/deft . Ud . PLATES. GRIP TCLL 20.0 Plate Grip DOL A.25 TC 0.56. Vert(LL) 0.34 6-9 >247 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180. BCLL 0.0 Rep Stress Incr YES WB 0.09 Ho.rz(CT) .0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 Grav 4=161(LC 17); 2=336(LC 1), 5=121(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116 WEBS 376=-102/293 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; eav"e=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(21PI) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live:load shown covers rain loading requirements specific to the. use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenf with any other live loads. 4) * This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s):for truss to truss connections. 6) Bearing at-joint(s) 2 considers parallel to grain value using ANSI/TPI 1. angle to grain formula. Building. designer should verify .. capacity of bearing.surface.. 7) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except: Qt=lb) 4=134, 2=210. 8 This truss design, requires that a minimum of 7/16" structural wood,.sheathing be applied direct) to the to chord and 1/2" sum 9 q g. PP Y P 9YP sheetrock be applied directly to the -bottom chord. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of. trusses and truss systems, see ANSIITPl1 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 " . Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR"1 OX20 T24475229 . 2776633 G01 S Hip Girder. 1 1 . Job Reference (optional) Bullders.Flrstbource, (Plant Glty, FL), Plant city, FL - 33567, B.43U's'dun 2 2U21 MI I eK.mOustnes;'Inc. 'I nu JUnZ4 13:U6:Z4 2021 Page'1 I D:20VQZH In97x9G5M9NmJalQz3Stx-MQSo5669Sr?45mW NEOdzejyW ojek4NaoLYgBKW z33NT 1-4-0 3-9-4 7-0-0 9-10-0 12.8;0 15-10-12 19.8-0 " ... 1-4-0 3-9.-4 3-2-12. 2-10-0 - 2.10-0 3-2-12 .3-9-4 Scale = 1:35.2- 44 3- . 4x4 x4 4 17 5 18 19 6 3x4 = 3x8 = 5x8 = 3x4 = 3-9-4 7-0.0 9-10-0 'IM-0 15-10.12 .. 19-8.0 .. 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [8:0-0-4,Edge], [9:0-2-12;0=3-4] LOADING (psf) SPACING- .. 2-0-0 CSI.. DEFL. in (loc) I/dell Ud PLATES . GRIP TCLL 26.0 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 BC"LL " 0:0 Rep Stress'lncr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 Matrix -MS Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 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) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8— 1097(LC 8), 2=71:194(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, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198,—10=-545/849, 5-10=-255/304, 5-9=-2711283, 6-9=-503/863, . 7-9=-298/222 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-sec6nd 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); Lumber DOL=1.60 plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of. this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has.been designed for a 10.0 psf: bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas .where a rectangle 3-6-0 tall by 2-0-0 wide ` will fit between the bottom chord and any other members. 7)' Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of_truss to bearing plate. capable- of Withstanding'100lb uplift atjoint(s) except at=lb)_ 8=10W, 2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1901b 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 1077-4, and 190 (b down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and lb down and 28 lb up at 10-7-4, and 386 lb down and 279 Ib.up. at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ... 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate: Increase=1.25 Joaquin Velei PE No.681.82 MiTek USA, Ino. FL Cert 6634 .6904 Parke East Blvd. Tampa FL 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 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 ANSYTPl1 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 T24475229 2776633 G01S Hip Girder. 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant.City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 24 13:06:24 2021 Page 2 ID:20VQZH In97x9G5M9NmJalQz3Stx-MQSo5669Sr?45mW NEOdzejyW ojek4NaoLYgBKWz33NT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4=6=-54, 8-8=-54, 11-14=-20. Concentrated Loads (lb) Vert: 4=-143(B) 6=-143(B) 9=-386(13,10=-386(B) 17=-112(B) 18 112(B) 20=-63(B) 21=-63(B)w. . Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. 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 properfy'lncorporate 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 fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria; OSB49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2000 A 3CAR 1 OX20 . T24475230 2776633 G02S Hip 1 1 Job Reference (optional) Cullaers rlfsi6ource. trtani Lony, t-LJ; rlanl.Gny, rL - 3600/, - - - t1.4JU s Jun 4 ZU41 Pill I ex.InoUSIDes, Inc. I nu June4 i o:uo:eo zuz i rage i I D:2OVQZHIn97x9G5M9NmJalQi3Stx7gcOAIS6nD87xjw4Zo58CAxVjF71 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 00 2-8-13, 6-3-3 4x4 = 44 4 5 .. . Scale=1:35.7 7 4x6 — 3x4 4x4 = 4x4 = 3x4 = 9=0-0 101--8-0 19-8-0 9-0-0 8-0 9-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . . 0.50 Vert(LL) -0.14 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . . 1.25 BC 0.68' Vert(CT) -0.30 8-13 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 6.03 7 n/a n/a BCDL 10.0 Cade FBC2020/TP12014. Matrix -AS 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 Gram 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=-468/80517-8=-794/1014 WEBS 3-10=-377/467, 4-10=-290/357,:5-8=-318/371, 6-8=-389/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -'1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for. members and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 1.0.0. 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. trussconnections. 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 Valk PE No.6818.2 MiTek USA, lnc, FL Cert 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing 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 ANSUrPil 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 r Qty Ply 2000 A 3CAR,1 OX20' T24475231 2776633 G03S :: Common 1 1 Job Reference (optional) Builders rlrstSource.trlant Glty, rLJ, mant.Laty, FL - 33bb/, 8.43U S'Jun 2 2U21 mi I eK.Industrles, Inc. I nu Jun 24 19:Ub:Z6 ZUZ1 rage 1 ID:2'OVQZHIn97x9G5M9NmJaIQz3Stx-loaYW o7P_SFnK4flMpfRj81 sdXKxY165psJl POz33NR 5-5-5 9-10-0 .14-2-11 19-3.8 1 80 5-5-5 4-4-11 4-4-11 5-0-13.. 4- 4x4 = Scale=1:35.7 3 . 4x4 = 5xB = bXb 9-10-0 19-3-8 1 =8 0 9-10-0 9-5-6 -4- Plate Offsets_(X,Y)-- [1:0-1-4,Edge], [5:Edge,0-1-121, [6:0-4-0;0-3-0] LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.16 6-10 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code: FBC202OfTP12014 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 1=-41 O(LC 12), 5=-41O(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=-552/576, 4-6=-404/668, 2-6=-405/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N)-13-10-0 to 19-8-0 zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live'load shown covers rain loading requirements specific to the use ofthis truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. ' 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) ' 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.68182" M[Tek USA, Inc. FL Ceit 66U 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, 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 andpermanentbracing �► /� Is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the 'VpITe'k•; 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 1 OX20 T24475232 2776633 G05S Common. 2 1 Jab Reference (optional) bullaers rlrsMource trlanr Idly, rLl, . rlam Uly, rL - JJOOr, O.YJU S JUl l G GUG I Iwl I um nluubulub, I11G. I IIU JUILGY I J.UO.GJ GVG 1 ravu I ID:20VQZHIn9?x9G5M9NmJalQz3Stx-m?8wj88l lmNeyDExwWAgGMa1 NwgAHIMEI W3rxrz33NQ 5-5-5 9-10-0 14-2-11 19-3-8 18.8iO 5-5-5 4-4-11 4-4.11 5-0-13 .4- 44 = "' Scale = 1:35.7 3 Im m a 5x6 44 = 5x8 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO . 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 [nor 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 1=-41O(LC 12), 5=-41O(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=-552/576, 4-6=-404/668, 2-6=-405/667 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; 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(K) 0-0-0 to 4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of, this truss component. 4), This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s):for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib' uplift at joint(s) except Qt=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 Cert6634 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 propedy.incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety.lnformation 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 2776633 H2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) tsunciers rlrsmource. triam Uty, r-Ll, rlant.ldty, rL - 0030r, 0.40U 5 JUI I L LUL 1 IVII I UK II IUUSIIICS, II IU. 1 I IU JU11 44 10-0.40 LUL 1 rnya 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-EBilivU9fW3VVaNp8TDhvoZ6HIK7uOGhOGAoPTHz33NP 1-10-10 2-9.3 1-10-10 2-9-3 0-7-0 2-9-3 0-7-0 2-2-3 Plate Offsets (X,Y)-- [2:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 5 >999 240 MT20 244/100 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/TP12014 Matrix -MP Weigh'tt.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=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=122(LC 8) Max Uplift 3= 31(LC .13), 2=-456(LC 8), 4=-82(LC 13) Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) - Max. Comp./Max.; Ten. - All forces 250 (lb) or less except when shown. p. 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; MW FRS (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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=456. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.2511) 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: 13=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=39(B) 10=51(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904'Parke East Blvd. Tampa FL 336.10 Date: June 24;2021 A 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, 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 MOW always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR;1 OX20 T24475234 2776633 H5 Diagonal Hip Girder 2 1 Job Reference (optional) timaers mrstbource (rlam L:ay, rL), mant uny, rL- ajobt, ti.4;su s dun z zuzi Ivn i eK inausrnes, Inc. i nu Jun z4 7 J:uo:zo zuz i rage i I D:20VQZHIn97x9G5M9NmJalQz3Stx-EBi lwU9fW 3VVaNpBTDhvoZ6AEK49OGhOGAoPTHz33NP 1-10.10 3-9.6 51 .6 7-0-14 1-1.0-10 3-9.6. 1-6-0 1-9-6 Scale = 1:17.4 0 7-0-14 7-0-14 01.a r1Q....1.. ,V V1 r-11 4 11 ! I, 91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 4-7 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL - 1.25 BC 0.56 Vert(CT) -0.22 4-7 >381 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a ' BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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) BRACING-. . TOP CHORD Structural wood sheathing. directly applied or 6-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing: FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=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 4-3-1.1, and 5 lb down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ' 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3- 54, 4-5= 20 Concentrated Loads (lb) Vert: 11=-1O(F=-5, B=-5) Joaquin Velei PE No.68182: MiTek USA, Inc. FL Cerf 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, not A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TPIr Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR 1 OX20 . . .. T24475235 2776633 H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) buuoers."rstbource(Plant city, rL), Plam.uty, F-L- 3356Y, 6.43U'S'Jun 2 2U21 MI I eunaustnes, Inc. -I nu Jun 24 13:06:29 2021Page 1 ID:2OVQZH In97x9G5M9NmJalQz35tx-i N Fh8491HNeMBXOKI xC8LnfLOkLflevXVpYyojz33NO 1-10-10 5-2-5 ' 6-10-10 9-10-13 1-6-5 3-0-3 . . Scale=1:22.0 3x4 = Plate Offsets (X,Y)-- LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d. 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 BC.LL 0.0 Rep Stress Incr NO WB 0.32 HOrz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 ' Matrix -MS Weight;'41 lb FT = 20 % LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD .2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2= 341(LC 8), 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 703/416 BOT CHORD 2-6=-482/628 WEBS 3-6_ 678/521 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied.or 8-9-13 oc bracing, NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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, 1.27 lb down and 101 lb up at 4-3-11, "123lb down and 85 lb up at 4=3-11, and 165 lb " down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 Ib down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11, 18 Ib.down at 4-3-11, and 39 lb down and 31 lb up at 7-1-10,.and 37 lb down at 7-1-10 on bottom.chord. The design/selection of such connection device(s) is.the responsibility of others. . 9). to the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F).orback (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 Cait 6634 Vert: 1-4=-54, 5-7=-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 - 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 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 ANSI?pll Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety.lnformatlon 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 T24475236 2776633 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) tiuticers mrst5ource.(viant L;ity, I-L), Fiant.L;ity, FL - 33bbl, 6.43U s Jun Z 2UZ1 MI I eK lnaustnes, Inc. I nu Jun 24 13:06:31 ZU21 rage d ID:20VQZHIng7x9G5M9NmJalQz3Stx-fmNRZWBYo u4RrYj9MFcQCkh9Y7MDZngy7134cz33NM 1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3.0-3 Scale=1:22.0 0 — 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 0.73 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 BC.LL 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 Holz 2=278(LC 8) Max Uplift 4— 141(LC 8), 2= 454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6— 609/625 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer.to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ' 4=141, 2=454, 6=335. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 Ito up at. 4-3-11,.5 lb down and 85 Ito up at 473711,'and 37 lb down and 15916 up at 7-1-10, and 37 lb down and .159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at ' 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9). In:the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or:back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc: FL Cert 6634 Vert: 1-4=-54, 5-7=-20 r 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads.(Ib) Date: Vert: 12= 75(F=-37, B=-37) 14=-10(F= 5, B=-5) 15=-57(F=-28, B=28) 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 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 ANS//TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job "' Truss Truss Type Qty Ply 2000 A 3CAR.1 OX20 T24475237 2776033 H7V :. Diagonal Hip Girder 2 1. Job Reference (optional) tsuimers rlrslJOUrce.trlani L ny, r-L), rlanLGay, rL - JJbbr, - . _ _ - - - - - - . . .... d.4Ju-s Jun- z zuzi mi I eK.mausineS, Inc. I nu Jun 24 I J:U6:Jl xuzi rage i I D:20VQZHIn97x9G5M9NmJalQz3Stx-frnNRZW BYo_u4RrYj9MFcQCkj OY4fDX_gy7134cz33NM 1-10-10 5-4-1 9-10-13: 1-10-10 5-4-1 4-6-11 Scale =.1:22.6 3x4 0 0- •3 r-10-1 < 4-6-11 v Iov N N N m N n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 . Plate Grip DOL 1.25 TC 0.58. Vert(LL) 0.09 6-7 >999 .240 . MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO W B 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code: FBC2020/TPl2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- " BRACING- TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc:purlins. BOT CHORD 2x4 SP No.2 BOT CHORD.. Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical; 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC.8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1.) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 " BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 377=0/252, 3-6=-1137/722 NOTES- 1), Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip_ DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof 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 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) except at=lb) 4=276, 5=142, 2=269. 8) In the LOAD CASE(S) section; loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads.(plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Joaquin Velez PE No.68182: Mt ek SA, Inc: FL Cert 6634 6804 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 toi'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!Tek': is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 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 1 OX20' T24475238 2776633 K01 HIP GIRDER 1 1 Job Reference (optional) elutlaers mrsmource.triam 1,111y, r-L), rlan[ l.lty, M - 0000/, 0.913V S Jul 4 eue I lvil I U& Hwusu,eb, ,l,G. I I lu Jul 4% 10.uu.04 4V41 rayu I • ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-7yxpmrCAZI0x2?7vi3mrzPHzfxYOy4E_Bnmcd2z33NL -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 4 6.00112 2 m. v 5 3x6 6 Io 1 3x4 = 2x4 = II 2x4 II 20 NAILED 2x4 Special Special 3x6 11 0 5-11-0 7-5-8 7-11-0, 0-5.8 1-6-8 3-11-0 1.6-8 0-5-8 Plate Offsets (X,Y)-- [2:0-1-4,0-9-11], [2:0-1-4,Edge], [3:0-5-8;0-2-0], [5:0-1-4,Edge], [5:0-1-4,0-9-111 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 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 Incr NO WB 0.03 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020[TP]2014 Matrix -MP Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing. directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=-69(LC 6) Max Uplift 2=-51 O(LC 8), 5=51 O(LC 8) Max Grav 2=291"(LC 17), 5=291(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/452, 3-4=-126/404, 4-5=-156/450 BOT CHORD 2-8=-325/125; 7-8=-338/126, 5-7=-330/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second-gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; 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 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 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=510, 5=510. , 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151'Ib 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/sel6ction of such.connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) Section, loads applied to the face of the truss are noted. as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3= 54, 3 4= 54, 4-6=-54, 9-14=-20 .. . Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cerf 6634 6904 Parke East Blvd. Tampa FL 33610 ,Date: June 24;2021 Y 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 ANSYTPII 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 Builders. FirstSource. (Plant City, FL), Plant City, FL = 33567, 8.430 s Jun' 2 2021 MiTReference (optional) ek.Industries, Inc. Thu Jun.24 13:06:32 2021 Page 2 • ID:fiKYl ep9FiDwfFyJCybTuLLyv92?-7yxpmrCAZI0x2?7vi3mrzPHzfi YOy4E_Bnmcd2z33NL LOAD CASE(S) Standard Concentrated Loads (lb) • Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 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 - ANS11TPI7 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety,lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1 OX20 T24475239 2776633 K02 COMMON SUPPORTED GAB 1 1 Job Reference (optional) t3mlders rlrsibource.(rlant L:Ity, 1-L); rlant city, I-L - JJbb/, 0.11JU 5 JUI1 4 ZVc 1 IVII I en AIUUbUleb, II IF I I IU JUI1 44 1 J-UU.JJ L I ray. 1 • ID:hKY1,ep9FiDwfFyJCybTuLLyv927-b9VB_BDoKc8ogBi5GnH4Vdg4VLuhhWJ7ORWA9Vz33NK 140 3118 7-110 930 . 1-4-0 .. 3-11-8 .. 3-11-8 1-4.0. Scale=.I:19.6 4x4 .. _... Zx4 II 058 7110 0-5-g 7-5-8. Plate Offsets (X.Y)-- 12:0-2-0,tdaeI. I4:0-2-0,LdgeI LOADING (psf).. SPACING- 2-0-0 CSI... DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL :. 1.25 TC 0.54 Vert(LL) O.Oi 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" FBC2020l1P12014 Matrix-P Weight' 32 lb FT = 20 LUMBER- a BRACING — TOP CHORD 2x4 SP No.2 TOP CHORD ..: Structural wood sheathing.directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT. CHORD Rigid ceiling directly applied or,10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size)2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC.10) Max Uplift 2=-255(LC 12), 4=-255(LC 12), 6=-47(LC .12) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-203/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL= -.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II;.Exp C; Encl., GCpi=0.1'8; IF (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Ezterior(2N) 2-8-0 to 3-11-8,'Comer(3R) 3-11-8 to 7=11=0, Exterior(2N) 7-11-0 to 9=3-0zone; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For. studs exposed to wind (normal to -the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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 a 10.0 psf. bottom chord live load nonconcurrent with any other.live loads. 7). * This truss has been designed for a live load of 20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 6 except at=lb) 2=25514=255. Joaquin Velai PE No.68182 MiTek USA, Inc: FL Ceff 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: June 24,2021 .AQ, 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 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 ANS117P11 Quality Criteria, D56149 and BCSI Building Component 6904 Parke East Blvd. Safety.in/ormation 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 T24475240. 2776633 L01 HIP GIRDER 1 1 Job Reference o tional Builders. FirstSource (Plant Gty, FL), 1-4-0 ' 5-1-3 Hlanl.Olty, I-L - 33567, b.43U s Jun z zuzl mi I eK.Inausines, Inc. I nu Jun z4 1 J:Ub:Jb zuzl rage i I D:oHYiRCdpcl quXgUg6?i PJRzdjtT-?jAKcDFhdW W NXcQgxvgn7FS W SZjjup7Z6Pkgmpz33NF 7-0-0 10-0.0 13-0-0 15-0-6 20-0-0 1 21-4-0 , Scale =1:36.9 4x6 = .3x4 = I 4x6 = 4 19 5 20 6 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 7-0.0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL . 20.0 Plate Grip DOE . 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.51 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[TP]2014 Matrix -MS Weight '98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 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./Msz. 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, 6-10=-1120/934, 3-12=-259/316, 7-10=-260/316 Structural wood sheathing directly applied or 3-2-8 oc puffins. Rigid ceiling directly applied or 3-0-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-sec6nd dust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=451t; L=40ft; eave=4ft; Cat. It; Exp C; Encl., GCpi=0.18; MW FRS (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 nonconcur rent with any other.live loads. 6) ' This trusshas been designed for a live load of 20.Opsf. on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1814, 8=1814. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at 7-0-0, 154 lb 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 Ib up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss.are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 66U 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 overall building design.. Bracing' indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-88 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 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:oHYiRCdpci quXgUg6?i PJ RzdjtT-?jAKcDFhdW 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) A 3CAR 10X20 T24475240 2776633 L01 HIP GIRDER 1 1 Job Reference (optional) ' 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 MlTekiS? 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 greyent buckling of individual truss web and/gr.ghord members only: Additional temporary and permanent bracing MiTek'. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria; DSB-89 and 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_10X20 T24475241 2776633 L02 Hip 1 1 Job Reference (optional) Builders Firstsource. (F9ant city, rL.), Plant -city, rL - 33bb f, d.4JU S Jun Z ZUZI MI I eMnausineS, Inc. I -nu Jun 24 13:U6::!/ ZUZ1 rage i ID:oHYRCdpcl quXgUg67iPJRzdjtT-TwkipZGJOgeE9m7sVcLOfT_fdyBxdEPjK3UNIGz33NG 1-4-0 6-3.6 9-0-0 11-0-0 13-8=10 20-0-0 21-4.0 1-4-D 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 3x8 = 6x8 = 3x4 = 3x8 = 9-0-0 11-0-0 20-0.0 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-141, [4:0-3-0,0-2-71, [5:0-3-0;0-2-71, [7:0-8-0,0-0-141, [10:0-4-0,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 0.92 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/TPl2014 Matrix -AS Weight::92 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 BRACING-. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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 (Ib) or less except when shown. TOP CHORD 2-3=-1183/28811 3-4=-982/2713, 4-5=-823/2413, 5-6=-971/2677, 6-7=-1181/2869 BOT CHORD 2-10=-2421/1022, 9-10=-1990/823, 7-9=-2432/1021 WEBS 3-10=-323/672, 4-10=-1164/339, 5-9— 1186/340, 6-9=-329/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Conrli -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirement's 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 nonconcunent 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=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 sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL CeR 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 MTek® 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 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 MI Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IPJk• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Ip/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 -' Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR_ 1 OX20 T24475242 2776633 Vol Valley 1 1 Job Reference (optional) builders rtrst'Ource trlant L:tty, t-L.j, 10C 0 riant Glty, 1-1- - :1cibbi, - ti.43U s JUn z zuzl wii 1 eK.Inausines, Inc. l nu Junz4 13:un:Jtj zuz I rage i I D:20VQZHln97x9G5M9NmJalQz3Stx-x6141 vGx9Bm5nwa33KtFCgXyzMcYMoGsZj Exgiz33NF 3-10.0 7-4-0 8.8-0 3-10.0 3-6.0 1-4-0 4x4 = 3 Scale = 1:20.8 8 7 6 3x6 11 2x4 11 3x6 11 7-4-0 7-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5 n/r 120 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/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 puffins, 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=74-0, 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=-244l750 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rhph; TCDL=4.2psf; BCDL=6.OPsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-0,'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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf, bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=236, 6=273. Joaquin Velez PE No.68182 MirekUSA Inc:. FL Cot'6634 6904 Paake 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate 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 ANSUlPI1 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 31CAR. 1 OX20 T24475243 2776633 V02 Valley 1 1 Job Reference (optional) tiunders mrstSOUrce, kviam L:ny, t-L), viam.L ny, I-L - ssoe/, o.90V s dun L LVL 1 IVII I tln II IVubillub, II IG. I I IV J VI I GY I u.uo.w cuc I ray. I ID:20VQZH In97x9G5M9NmJalQz3Stx-QlsTEFHZwRux039Fd10Ulu44wmxM50M?oNzUM8z33NE 4-4-8 8-9-0 4-4-8 4-4-8 a 0 0 2x4 4x4' _ 2 4 2x4 11 2x4 Scale: 3/4"=l' 0-0.8 8-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 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 909 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020TfPl2014 Matrix-P Weight: 28 Ili FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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(LC 10) Max Uplift 1= 105(LC 12), 3=-105(LC 12), 4=-103(LC'12) Max Gram 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: 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(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rainloading 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 at=lb) 1=105, 3=105; 4=103. Joaquin Velez PE No.68182 MiTek USA, Inc;. FL Cart6634 6904 Parke East Blvd. Tampa FL 336,10 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 incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek'. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2000 A 3CAR I OX20 T24475244 2778633 VO4 GABLE 2 1, Job Reference o Tonal t wieners mrsmource trtanl ury, rl-j, ream ury, rt- - JJ001, . . . a a 0 2x4 0.401.0 5dull 4&V4I IVII 1 ell Illuubtlleb, IIIV. I lid dull 4410.VV.4V GVG I rays I ID:hKY1 ep9FiDwfFyJCybTuLLyv927-uVQrSalBhlOoODkRAIvjH5cN1 AJPghf911j1 vbz33ND 2x4 II 2 3 Scale =1:B.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing: REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift 1=-20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: 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 Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate:grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing' plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. �- Designvalid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for'an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdration, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP11 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 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION s. 1 3/ " Centerplate on joint.unless x, y t en s sixteenths a CaU rOperty 6-4 8.. d'm dimensions hown in ft-in- Failure to :FOIIOW Could Se P 4 brawin s not to; scale Damage or Personal Injury offsets are indicated. ( 9 ) g J rY Dimensions are in ft-in-sixteenths. 1; Additional stability bracing for truss system; e.g. Apply plates:to both Sides of truss j 2 g diagonal or X-bracing, is always required. See BCSL and fully embed teeth. TOP CHORDS 2. Truss bracing must:be designed:by an engineer:,For c1-2 c2-3 p WEBS r,�4 4 m m U. CL yaa� [) O c7-8 c6a CS-6 wide truss spaang,:indiwdual lateral braces themselves may require bracing; or alternative Tor I bracing should be considered. ' o .. 'c� 3. Never exceed the design loading shown and never O stack materials on inadequately braced. trusses. U 4: Provide copies of this truss design to the building designer; erection supervisor, property owner and all other interested parties. 1 1 rVl Y A.G VIIGI ILQUVII� IV�a.G - BOTTOM CHORDS plates 0-:'hs' from Outside - - 5. Cut members to bear tightly against each other. edge of truss..: 8 7 6 5 6. Place plates on,each face of truss at each join fully. Knots nt t and embed ots and wane at 'off This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI t. required direction of slots in: AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI i. CHORDS AND WEBS ARE113ENTIFIED BY END JOINT _ 8. -Unless otherwise noted,: moisture content of.lumber Plate location details available in MiTek:20/20 NUMBERS/LETTERS. shall not exceed 19 /o at time of fabrication. . software or upon request. 9. Unless expressly noted, this design is not applicable for fire re preservative reat lumber PLATE SIZE PRODUCT CODE APPROVALS use w a, or re IC Reports. 1 C ES 0. Camber is anon -structural consideration and is the . The first dimension is the plate . responsibility of truss fabricator. General practice is'to width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. 4x4 to slots., Second dimension is ER-3907, ESR72362, ESR-1397, ESR-3282 ... 11. Plate type, size, orientation and location,dimensions i PP the Iength.parallel to slots. indicated are minimum plating requirements. Lumber used shall of the species a s and 12. u a be p and size, LATERAL BRACING LOCATION in all respects,:equal to or better than that . specified. Trusses are desi rted for wind loads in the lane of the Indicated by symbol shown and/or g P 13. Top ;chords must b'e sheathed or pu.rlins provided at' by.tezt in the bracing section of the truss unless otherwise shown. spacing indicated on design. Output. Use Tor I bracing 14. Bottom: chords require lateral bracing_at 10 ft. spacing, if indicated. Lumber design values :are in acco'rdance:with ANSI/TPI 1 or less; if no ceiling is installed; unless otherwise noted. section 6.3 These truss, designs rely on lumber values onne t shown a e responsibility f oth BEARING established by others. 15. Connections no re the o ers. P Pi 16. Do not cut or alter truss memberor late without prior Indicates location where bearings. approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 17.'Install and load vertically unless indicated otherwise. reaction section: indicates joint ; number where bearings occur:or 9 18. Use of green or:treated lumber may pose unacceptable Min, size shown is. for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry. Standards: Review 1e pictures) before Reviewing alone 19 portions of this design (front, back, words pi ur f use. Revi ing pictures: ANSIrrPI1: National'Design Specification for Metal is not sufficient. Plate Connected Wood Truss Construction. DSB 89: Design Standard for Bracing. ® 20. Design assumes manufacture in accordance.with BCSI: Building'Component Safety Information, Nsl duality Criteria.. . Guide to'Cood Practice for Handling, mffek 21.The design does not takeinto account an 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