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HomeMy WebLinkAboutTrussI. tF;iDE S ENGINEERING ASSOCIATES May 27; 2021 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0.491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 181 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 5328 Vespera St. Model: 11512 B RHG KA # 21-5377 Truss Company: Builders First Source Date of drawings: 4/15/21 Job No.: 2748496 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern,` We have reviewed the truss "design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve.the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also' responsible for confirming all quantities. and dimensions; selecting appropriate fabrication. processes and techniques; and coordinating work with all other trades. Note; Truss ID's may vary. `�`tia�\r•'©TO!! ,•• v �. NS •..•A If you have any questions, please do not hesitate to -call., - No 878 4 Sincerely; S 5/27/2021 Carl A. Brown, P.E. FL. # 56126 5/27/2021 Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" T OF IV � � a�:1111t►�� Luis Pablo To es, P.E. FL. # 87864 Ci5vElm. / rr'®./ 1. ._ / 1 cc cc rn rr • rn •r 03 1 m cpuiil_rar_ NA13BC .1 © 111 �► , , BC Mill■1 I I.N99 rb, „ .1 I III lm'cj E■®I II .' �``:I•�:���:1=N����������, ®� '. Cil tSU 1 U 1 U D V' n El Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES / Date: 05/27/2021 By: ES Submittal No.: Project No.: 21-5377 Project Eng.: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston - Lot 181 Blk 3 VERIFY ALL DWNSIONS AND CEILING CONDMONS PRIM TO APPROVAL SOME CEILWG FRAMING REQUIRED IN MELD BY SURDER MAW WIND FORCE RESISTING SYSIM ICS HYBRID WIND ASCE7-18 IMPORTANT ENCLOSED EAFOSURE CATEGORY OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And WHO IWORiANCN�E(FACTOR ISO Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR NONCONCURRENf WITH ANY OTHER A 10.0 PSF BOTTOM CHORD uvE LOAD LNE LOADS Begin. For Your Protection Check All Dimensions And Conditions Prior To ROOF LOADING FLOOR LOADING Approval Of Plan. SIGNATURE BELOW INDICATES ALL TCLL 20 PSF NOTES AND DIMENSIONS HAVE TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL: 6 PSF By Date TOTAL, 37 PSF TOTAL: 55 PSF DURATION: 1.26 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B7 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (1e. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTiONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2X4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER — , TRUSS SPACING: 24" BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend L-19-00" BRG WALL 11'-08" BRG WALL BUILDER: Adams Homes PROJECT: I a aiml y BLK 160 MODEL: 1512 B ADDRESS: 5328 VESPERA ST LOT / BLOCK- 181 PH3 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: KSANCHEZ JOB # : 2748496 DATE: 04l11l2021 SCALE: I NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 306-1300 Fax(813) 305-1301 ,i MiTek' RE: 2748496 181 PH3 WATERSTONE Site Information: Customer: Adams Homes PSL- Lot/Block: 181 PH3 Address: 5328 VESPERA ST City: FT PIERCE Bill R ProJ'ect Name: 2748496 Model: 1512 B Subdivision: WATERSTONE State: FL' MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 individual, dated Truss Design Drawings and 2 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23536403 A01 4/15/2021 21 T23536423 CJ1V 4/15/2021 2 T23536404 A02 4/15/2021 22 T23536424 CJ3 4/15/2021 3 T23536405 A03 4/15/2021 23 T23536425 CJ3S 4/15/2021 4 T23536406 A04 4/15/2021 24 T23536426 CJ3V 4/15/2021 5 T23536407 A05 4/15/2021 25 T23536427 CJ5 4/15/2021 6 T23536408 A06 4/15/2021 26 T23536428 CJ5S 4/15/2021 7 T23536409 A07 4/15/2021 27 T23536429 CJ5V 4/15/2021 8 T23536410 A08 4/15/2021 28 T23536430 EJ7 4/15/2021 9 T23536411 A09 4/15/2021 29 T23536431 EJ7S 4/15/2021 10 T23536412 A10 4/15/2021 30 T23536432 E,17V 4/15/2021 11 T23536413 A11BC 4/15/2021 31 T23536433 EJ7VP 4/15/2021 12 T23536414 Al2BC 4/15/2021 32 T23536434 HJ7 4/15/2021 13 T23536415 A13BC 4/15/2021 33 T23536435 HJ7V 4/15/2021 14 T23536416 A14BC 4/15/2021 34 T23536436 Z01 4/15/2021 15 T23536417 A15BC 4/15/2021 35 T23536437 Z02 4/15/2021 16 T23536418 A16B 4/15/2021 17 T23536419 B01 4/15/2021 18 T23536420 B02 4/15/2021 19 T23536421 C01 4/15/2021 20 T23536422 CA 4/15/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision��'�►U��� based on the parameters provided by Builders FirstSource (Plant City, FL). V *A. Truss Design Engineer's Name: Velez, Joaquin ,����PQ`UlN My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification *;�• that the engineer named is licensed in the jurisdiction(s) identified and that the designs ANSI/TPI 1. These designs based •'� comply with are upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were i �% ST . 'E OF given to MiTek. Any project specific information included is for MiTek,�. customers file reference only, and was not taken into account in the of purpose preparation i� �'�• O R these designs. MiTek has not independently verified the applicability of the designor the designs for the �j�.SS ••: �� ��. ���I parameters any particular re use, uilding N A' should verify applicability of design parametersland properlrly incorpo ate these des gnsr into the overall building design per ANSI/TPI 1, Chapter 2. 464ulii yelez-'PE No:68182 MfTek USA.dnc: FL Urt 6634- MA Parke East Blvd Tampa FL 336,10 1 of 1 Velez, Joaquin April 15, 2021 Job Truss Truss Type City Ply 1111 PH3 WATERSTONE T23536403 2748496 A01 SPECIAL TRUSS 4 1 Job Reference o tional IrstSource (Plant City, FL), Plant City, FL - 33567, 7-1-8 , 8-8-0 7.1, 1-6-8 6.00 12 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon I D:vq WgkLM89b_5SJgl yNvyjHzHH5m-wRpKj58XM3s2MAnFh4h WpE 5x6 = 6-0-10 4-3-6 12 08:46:44 2021 Page 1 Scale = 1:68.6 `1 0 0 c? N jV O 5x8 5x8 3.00 F12 38-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.74 11-13 >620 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.12 11-13 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2 WEBS 1 Row at midpt 6-11. 4-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-362(LC 10) Max Uplift 2=906(1_C 12), 8=-906(LC 12) Max Grav 2=1478(LC 1),8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4641/2622, 3-4=-4402/2545, 4-5=-2108/1364, 5-6=-2108/1357, 6-7=-439912550, 7-8=-4638/2627 BOT CHORD 2-13=2201/4189, 11-13=-1271/2667, 10-11 =-1 304/2666, 8-10=-2244/4182 WEBS 5-11=82811510, 6-11=-10581823, 6-10=921/1795, 4-11=-1101/817, 4-13=-908/1832, 3-13=2521351, 7-10=-262/351 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except Qt=lb) 2=906, 8=906. 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. ���IIIIIl1II N No . '08 •:82 p X S T . O F •4�t/ T /.111_I 11, Blvd,: Tampa FL 33610 April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Itruss 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?PH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 1. w Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536404 2748496 A02 SPECIAL TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:47 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-KOVTL6BPf EdDeWpNCEDRskgrXjfb781MaKtjezRW6s r1-4-0, 7-1-8 , 8-8-0 12-11-6 1%0-0 25-0-10 29-4-0 30-10-$ 38-0-0 39-4-Q 1-4-0 7-1-8 1-6-8 4-3 6 6-0-10 6-0-10 4-3-6 1-6-8 7-1-8 0 5x6 = 6.00 12 2x4 2x4 11 2x4 11 3x6 I I 2x4 I I 5x8 5x8 3.00 F1T 8-8-0 19-0-0 29-4-0 38-0-0 ' 8-8-0 10-4-0 10-4-0 8-8-0 Scale = 1:70.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.66 11-13 >693 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.84 11-13 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.51 8 n/a 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 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied. Except: 12-13,10-12: 2x8 SP 240OF 2.OE, 14-18: 2x4 SP No.2 10-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11. 4-11 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=362(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1),8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4614/2613, 3-4=-4374/2536, 4-5=-2163/1384, 5-6=-2163/1375, 6-7=-4368/2541, 7-8=-4609/2619 BOT CHORD 2-13=2195/4160, 11-13=-1295/2711, 10-11=-1328/2710, 8-10=-2237/4155 WEBS 5-11=84411559, 6-11=-1034/817, 6-10=878/1696, 4-11=-1080/813, 4-13=-868/1740, 3-13=257/351, 7-10=266/352 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; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906, 8=906. 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. ,,�e�►r;� 1 u r►twi���� N:o .68t82 .r `S OF 0. .1 P _� �'4 p R.I'D �N,�� N4S/oNA 1111111 J6ag6ln Velez PE N6:6i3182 MITek'.USA, Inc. FL Cert 6634 6900arke Eadblvd. Tampa FL 33610 oafs: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI17'P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 181 PH3 WATERSTONE T23536405 2748496 A03 SPECIAL TRUSS 2 1 Job Reference (optional) ro O stsource (Plant city, FL), Plant City, FL - 33b6/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:49 2021 -Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-HPdOmoCgAbULTygCUdGhWHpOTL0831iJpup_oWzRW6q r1-4-0, 7-1-8 , 8-8-0 _ 12-11-6 19-0-0 25-0-10 29-4-0 30-10-$ 38-0 0 1-4-0' 7-1-8 1-6-8 4-3-6 6-0-10. 6-0-10 4-3-6 1-6-8 7-1-8 1-4-0 5x6 = 6.00 F12 — II LX4 II LX4 II LX4 II Scale = 1:69.0 y 2x4 II 5x8 5x8 � 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 11-12,10-11: 2x8 SP 240OF 2.OE, 13-21: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=362(LC 11) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) 29-4-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TC 0.92 Vert(LL) 0.64 11 >712 240 MT20 244/190 BC 0.93 Vert(CT) -0.81 11-12 >562 180 MT20HS 187/143 WB 0.84 Horz(CT) 0.51 8 n/a n/a Matrix -AS Weight: 245 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 6-11. 4-11 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/2611, 3-4=-4369/2533, 4-5=-2151/1378, 5-6=-2151/1370, 6-7=-4369/2542, 7-8=-4610/2619 BOT CHORD 2-12=2193/4156, 11-12=-1290/2704, 10-11=-1325/2704, 8-10=-2237/4156 WEBS 5-111=839/1548, 6-11=-1039/819, 6-10=884/1707, 4-11=-1083/814, 4-12=-871/1746, 3-12=257/351. 7-10=266/351 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 8 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=906, 8=906. 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. r1111111/'jfll No 68182. ./ON PTV- E��`�• BlvdJampa FL 33610 April 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 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 into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi'Pek� 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 • Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6904 ParkeFL 36610 East East .A Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536406 2748496 A04 SPECIAL TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:62 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-h_IMOgFYTWtvKPOn9lgO8vRY1 YReGO4m Ws2eOrzRW6n r1-40, 6-8-5 12-11-12 19-0-0 25-0-10 29-4-0 30-10-5 38-0-0 39-4-0, 1-4-0 6-BS 6-3-7 6-04 6-0-11 4-3-6 1-6-9 7-1-7 1-4-0 7x10 = 3x6 = 6.00 12 5x6 = 13 '- 2x4 II 3.00112 5x8 Scale = 1:68.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.78 BC 0.88 WB 0.80 Matrix -AS DEFL, in (loc) I/dell L/d Vert(LL) 0.56 10-11 >807 240 Vert(CT) -1.15 10-11 >396 180 Horz(CT) 0.35 8 file n/a PLATES GRIP MT20 2441190 Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 6-11, 5-13, 11-14 10-11: 2x4 SP M 31, 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-362(LC 10) Max Uplift 2=903(LC 12), 8=-903(LC 12) Max Grav 2=1483(LC 1), 8=1483(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2648/1596, 3-4=-2400/1485, 4-5=-2062/1362, 5-6=-2100/1374, 6-7=-4434/2528, 7-8=-4671/2606. BOT CHORD 2-14=1242/2331, 10-11=-1302/2664, 8-10=-2225/4217 WEBS 3-14=381/413, 4-11=-441/441, 6-11 =-1 074/809, 6-10=-894/1844, 5-11=-838/1483, 11-14=-986/2094,7-10=-255/352 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. �% O 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N O 681.82 ` * �• •�. 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. • 9 •: ST OF �. 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. , P • N i## 6) Bearing at joints) S considers parallel to grain value using ANSIrfPI 1 angle to grain formula. Building designer should verify r •Q R capacity of bearing surface. I� tS�".!•....••• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=903,8=903. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE.N6'68182 sheetrock be applied directly to the bottom chord. MiTek USk k. FL Cert 6634. .6904.:Nrke'EiIst Bivd. Tampa FL 33610 Dater April 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MITeI(• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 181 PH3 WATERSTONE FAII T23536407 2748496 HIP TRUSS 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 7-3-2 8.430 s Mar 22 2021 MiTek Industries, Inc. ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-dMQ6pWGo?77dZjY/ 21-0-0 29-4-0 0-8-1 4-0-0 8-4-0 -4-14 Apr 12 08:46:54 2021 Page 1 Scale = 1:70.9 1 6.00 12 5x8 = 5x6 = 5x8 5x8 3.00 F12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 14-15,11-14: 2x8 SP 240OF 2.0E WEBS 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=427(LC 10) Max Uplift 2=-906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) 17-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) 0.59 13-15 >767 240 MT20 244/190 BC 0.89 Vert(CT) -0.76 13-15 >599 180 WB 0.74 Horz(CT) 0.49 9 n/a rile Matrix -AS Weight: 226 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 7-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4581/2632, 3-4=-4424/2623, 4-5=-2447/1520, 5-6=-2098/1478, 6-7=-2420/1504, 7-8=-4420/2654, 8-9=-4577/2663 BOT CHORD 2-15=2214/4125, 13-15=-2039/3868, 12-13=-88112113, 11-12=-2098/3863, 9-11=2277/4122 WEBS 4-15=423/1055, 4-13=-1890/1239, 5-13=-345/775, 6-12=-338/729, 7-12=-1864/1267, 7-11=443/1040 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=906, 9=906. 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. Tampa FL 33610 April 13,2021 -- ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE 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 ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536408 2748496 A06 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:46:56 2021 Page 1 I D:vq WgkLM89b_5SJgl yNvyjHzHH5m-ZIYtEB 13XIN LoOiYObuKIIcC39pnCGELQTOsXczRW6j r1 4 0, 8-8-0 15-0-0 23-0-0 29-4-0 38-0-0 '�9-4 Q 1-4-0 8-8-0 6-4-0 8-0-0 6-4-0 8-8-0 1-4-0 Sx6 = 6.00 12 21 22 5x8 = 5x8 5x8 = 3.00 F12 8-8-0 15-0-0 23-0-0 , 29-4-0 38-0-0 ' 8-8-0 6-4-0 8-0-0 6-4-0 8-8-0 Scale = 1:70.9 O 9 N 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.58 11-12 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.90 10-11 >507 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.56 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except' WEBS 1 Row at midpt 3-11, 5-11, 6-10 11-12,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-291(LC 10) Max Uplift 2=-906(LC 12), 7=-906(LC 12) Max Grav 2=1650(LC 17). 7=1655(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5230/2605, 3-4=-2957/1659, 4-5=-263111580, 5-6=-2948/1665, 6-7=-5035/2638 BOT CHORD 2-12=2173/4946, 11-12=-2055/4649, 10-11 =-1 068/2635, 9-10=-2118/4273, 7-9=-2238/4549 WEBS 3-12=435/1398, 3-11=-2055/1124, 4-11=-333/961, 5-10=-340/1025, 6-10=1954/1140, 6-9=-450/1303 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Exterior(21R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=906, 7=906. 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. % 11111 'fill IN No 68182 � •r � cc, � 9� S T OF ' .�dt,. Joaquin.Velez PE'No: M82 MiTek USA, Ine-A 6ert6634. ,6.904:Parke"East Blvd. Tampa FL 33610 Date: April 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536409 2748496 A07 HIP TRUSS 1 1 Job Reference (option „�•�+��, �= t. ,a,,. ­Y, . 11, r,o,,I ­y, r� -.�.�.+ , o.gOU 5 velar LL LUG I IVII I eK Inausrrles, Inc. ivion Apr iz U0:4b:00 ZUZI rage I ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-W8fditJJ3Md32KsxWOxoNAhY6zTgg9zeunVzcVzRW6h 1 4-0 7-3-2 8-8-0 13-0-0 19-0-0 25-0-0 29-4-0 0-8-1 38-0-0 9-4- 1-4-0 7-3-2 -4-14 4-4-0 6-0-0 6-0-0 4-4-0 -4-14 7-3-2 1-4-0 Scale=1:70.3 N 6.00 F12 5x8 = 2x4 11 5x8 = 5 25 6 26 7 5x6 2x4 \\ 4 3 >P:' v 1.5x8 STP = 1.Sx8 STP = 24 27 2 17 16 15 14 13 12 0 d 0 1 10x12 = 4x6 = 5 —_ x8 = 4x6 = IOx12 = 10 N Iv 6x8 11 0 5x8 Zz 5x8 3.00 F12 NNO8-8-0 13-0-0 19-0-0 25-0-0 29-4-0 38-0-0 4-4-0 6-0-0 4-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge] [4:0-3-0,0-3-0],[5:0-6-0,0-2-8] 17:0-6-0 0-2-8] [8:0-3-0 0-3-0] [10:0-2-7 Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.63 14 >725 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.79 14 >581 180 BCLL 0.0 " Rep Stress Incr YES WB 0.58 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 223lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 "Except' BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2x8 SP 240OF 2.0E 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=256(LC11) Max Uplift 2=906(1_13 12), 10=906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4591/2660, 3.4=-4398/2599, 4-5=-3095/1890, 5-6=-3036/1939, 6-7=-3036/1939, 7-8=-3095/1900, 8-9=-4398/2633, 9-1 0=-4591/2694 BOT CHORD 2-17=2236/4136, 16-17=-1958/3847, 14-16=-1303/2755, 13-14=-132212755, 12-13=-2023/3847, 10-12=-2303/4136 WEBS 4-17=534/1045, 4-16=-1295/798, 5-16=439/893, 5-14=-215/506, 6-14=-356/365, 7-14=215/506,7-13=-448/893,8-13=-1273/812, 8-12=545/1019, 9-12=-158/251, 3-17=146/251 ,,�1/1111111//���,, v�N v ���,��0,. NOTES—, 1) Unbalanced roof live loads have been considered for this design. OPQ: �� , • �G E N S �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) No 68182 13 0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Extedor(2R) 25-0-0 to 29-1-6, Intedor(1) 29-1-6 to 39-4-0 zone;C-C for members and op *� �Y 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 specificall to the this truss use of component. 4) Provide adequate drainage to prevent water ponding. ST OF 5) This truss has been designed for 10.0 bottom live load .0� a psf chord nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in 3-6-0 tall by 2-0-0 all areas where a rectangle wide fit between bottom R, S •,: will the chord and any other members. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to formula. Building designer should Y • •G grain verifySRO N A1, capacity of bearing surface. 'I/�11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) joatjU10 V818Z PE Nd.68182 this Mrrek USA :Inc. FL ibot.66 -4 truss 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 6904 Parke Eagt Blvd: Tampa FL 336,10 sheetrock be applied directly to the bottom chord. Date; April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 181 PH3 WATERSTONE T23536410 2746496 A08 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:00 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-S WnN4ZLZbztnHe7JdRzGSbntXm9484AxL5_4hOzRW6f 1-4-0 7-3-3 8-B-0 11-0-0 19-0-0 27-0-0 29-4-0 0-8-1 38-0-0 9-4- 1-4-0 7-33 -4-13 2-4-0 8-0-0 8-0-0 2-4-0 -4-13 7-3-3 1-4-0 Scale = 1:68.9 5x8 = 2x4 15x8 = 3x4 i 5 26 6 27 7 3x4 6.00 12 2x4 �� 4 8 2x4 3 928 co o_ A ul 1.5x8 STP = 25 1.5x8 STP = 24 29 0 17 16 15 14 13 12 2 d 1 10x12 = 6x8 = 6x8 — 5x8 = 6x8 = tOxl2 = 10 Iq N o 5x8 Zz 5x8 3.00 Fl2 8-8-0 11-0-0 19-0-0 27-0-0 29-4-0 38.0-0 &8-0 2-4-0 8-0-0 8-0-0 2-4-0 B-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edgel, [5:0-5-8,0-2-41, [7:0-5.8,0-2-41, [10:0-2-7,Edgel, [13:0-3-8,0-3-121, [16:0-3-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.75 14 >605 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.94 14 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.51 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 217 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.t 'Except' BOT CHORD Rigid ceiling directly applied. 15-17,12-15: 2x8 SP 240OF 2.0E 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 Harz 2=220(LC 11) Max Uplift 2=906(LC 12), 10=906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4595/2675, 3-4=4387/2590, 4-5=-3658/2187, 5-6=-3921/2403, 6-7=-3921/2403, 7-8=-3658/2205, 8-9=-4387/2623, 9-10=-4595/2707 BOT CHORD 2-17=2251/4141, 16-17=-1937/3872, 14-16=-1640/3319, 13-14=-1658/3319, 12-13=-2001/3872, 10-12=-2316/4141 WEBS 4-17=517/889, 4-16=-846/491, 5-16=-511/1065, 5-14=-392/821, 6-14=-474/488, 7-14=392/821, 7-13=523/1065, 8-13=-818/501, 8-12=527/853, 3-17=-193/319, 9-12=204/316 ,`,,11 { 11 ! 1 !! ,, NOTES- 1 ) Unbalanced roof live loads have been considered for this design. ,� �i� 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) NO 151132 1. 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ST F .= 4) Provide adequate drainage to prevent water ponding. O 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.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I� • . Q' F1 \ Q ♦ �� will fit between the bottom chord and any other members. �j S• • • • • • •' `'�� ` 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �rI jS�Q N 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 Qt=lb) Jcaquln Velez PE No.68182 2=906, 10=906. MrfekUSA, Inc. FL Cent 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum .6904:Pafke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectionand bracing of trusses and truss systems, see ANSI/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Ply 181 PH3 WATERSTONE rAO9 T23536411 2748496 HIP TRUSS �-dty 1 1 _ Job Reference (option builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:03 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-s5T WibNStuFL85kulzwz4EPR6_AaLP5N13CkHizRW6c r1 4-0 7-3-2 9-0-0 15 7-0 22-5 2 29-0-0 ,30-8-14 3&0-0 39-4-Q 1-4-0 7-3-2 1-8-14 6-7-0 6-100 ' 6-7-0 '1-8-14 7-3-2 1-4-0 Scale = 1:68.9 5x6 = 3x4 = 6.00 12 2x4 O 4 23 24 5 3 22 1.5x8 STP = 21 14 � 2 13 dj 1 6x12 MT20HS = 4x10 MT20H: 0 5x6 = 5x6 = 6 25 26 7 2x4 5x8 ZZ 5x8 3.00 F12 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.03 12 >441 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.41 12-14 >324 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.70 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.1 `Except` TOP CHORD Structural woad sheathing directly applied. 4-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 `Except` WEBS 1 Row at midpt 5-14, 6-11 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=184(LC 11) Max Uplift 2=906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/2662, 3-4=4427/2587, 4-5=-3748/2224, 5-6=-5232/2998, 6-7=-3746/2246, 7-8=-4424/2619, 8-9=-4607/2693 BOT CHORD 2-14=2239/4156, 12-14=-2749/5069, 11-12=-2742/5082, 9-11=-2303/4154 WEBS 4-14=950/1708, 5-14=-1525/923, 5-12=0/388, 6-12=0/379, 6-11=-1540/927, 7-11=961/1705, 3-14=-1 30/28 7, 8-11=-139/284 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate.capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906, 9=906. 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. %10 PQU iN `v� �'�•. F �> O No 681:82 r :0 ST . OFQ/Z Joaquin.Velez PE No.66162 MiTek USA, Inc: FL Cert.6634 .6964:Pirke East Blvd. -Tampa FL 33610 dif& April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51I M020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi lek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536412 2746496 A10 HIP GIRDER 1 2 Job Reference o tional Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:16 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-_bIQ R1 XcquuVC5EOZoFO6zRIzDhquM 111 bswFSzRW6P r1-0-0 4-1-0 7 11.9-10 16-7-3 21-4-13 26-2-6 31-0.0 33-10-12 38-0.0 ,39.4.0 1-40 4-1-4 2-10-12 4-9-10 4-9-10 4.9.10 4-9-10 4-9-10 2-10-12 4-1-0 1-40 3x6 5x6 = 3x4 = 5x6 = 3x4 = 3x4 = 85x6 = 1 3 25 26 4 27 28 5 29 30 631 32 33 7 34 35 6.00 �2— 19-0.0 3.00112 3x6 zz Scale = 1:68.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.20 14-16 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.15 14-16 >559 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 335 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at=length) 16=14-0-0, 14=14-0-0. 13=0-3-8, 17=0-3-8. (lb) - Max Horz 9=149(LC 24) Max Uplift All uplift 100 lb or less atjoint(s) except 9=681(LC 8), 2=492(1_C 8), 16=-1936(LC 8), 14=-1903(LC 8), 13=-627(LC 8), 17=-254(LC 1) Max Grav All reactions 250lb or less atjoint(s) except 9=947(LC 1), 2=615(LC 17), 16=1757(LC 17), 14=2087(LC 1), 13=741(LC 1), 17=532(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-2570/1560, 3-4=-1051/785, 4-5=580/683, 5-6=-954/1717, 6-7=-1215/874, 7-8=-2298/1492, 2-3=-1254/814 BOTCHORD 9-11=1240/2310, 17-18=-683/529, 16-17=-683/529, 14-16=-1151/728, 13-14=-499/345, 12-13=-499/345, 11-12=-593/1279, 2-18=-561/1097 WEBS 8-11=143/643, 7-11 =-670/1175, 7-12=-999/867, 6-12=-993/1826, 5-16=-254/531, 4-16=1057/787, 4-18=-109311828, 6-14=-1570/1070, 5-14=-740/561 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as fol lows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 9, 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 681 lb uplift at joint 9, 492 lb uplift at joint 2, 1936 lb uplift atjoint 16, 1903 lb uplift at joint 14, 627 lb uplift at joint 13 and 254 lb uplift at joint 17. Continued on page 2 ,,,dUIN ,�tllJlli/fIII�I � 'SS r E'N3 No 68182 3 S441 Z 1111.1 Joagtilli ..Velez PE No.68182 MITek USA, Inc. FL Urt 6634 6964:0arke East Blvd: Tampa FL 33610 Date: April 13,2021 A WARNING - VedN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 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 s Truss Type Qty Ply 181 PH3 WATERSTONE TA T23536412 2748496 HIP GIRDER 1 Jab Reference (optional) ousaers rubwuurue (riant uny, r-L), riani coy, rL - 03bbf, 8,430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:16 2021 Page 2 NOTES- ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-_bIQR1 XcquuVC5EOZoFO6zRlzDhquM 111 bswFSzRW6P 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 372 lb up at 7-0-0, 182 lb down and 216 lb up at 9-0-12, 105 lb down and 73 lb up at 11-0-12, 100 lb down and 73 lb up at 13-0-12, 100 lb down and 73 lb up at 15-0-12, 100 lb down and 73 lb up at 17-0-12, 100 lb down and 73 lb up at 19-0-12, 100 lb down and 73 lb up at 21-0-12, 100 lb down and 73 lb up at 23-0-12, 163 lb down and 216 lb up at 24-11-4, 168 lb down and 216 lb up at 26-11-4, and 182 lb down and 216 lb up at 28-11-4, and 221 lb dawn and 372 lb up at 31-0-0 on top chord, and 338 Ib down and 162 lb up at 7-3-0. 81 lb down at 9-0-12, 174 lb down and 304 lb up at 11-0-12, 174 lb down and 304 lb up at 13-0-12, 174 lb down and 304 lb up at 15-0-12, 174 lb down and 304 lb up at 17-0-12, 174 lb down and 304 lb up at 19-0-12, 174 lb down and 304 lb up at 21-0-12, 174 lb down and 304 lb up at 23-0-12, 81 lb down at 24-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 338 lb down.and 162 lb up at 30-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 8-10=54, 3-8=-54, 1-3=-54, 11-19=20, 11-18=-20, 18-22=-20 Concentrated Loads (lb) Vert: 8=-143(F) 3=-143(F) 11=-338(F) 18=-338(F) 14=174(F) 13=58(F) 17=-174(F) 25=118(F) 26=-7(F) 27=-7(F) 28=-7(F) 29=7(1=) 30=7(1=) 31=-7(F) 32=-7(F) 33=-118(F) 34=118(F) 35=-118(F) 36=-58(F) 37=174(F) 38=-174(F) 39=-174(F) 40=174(F) 41=-174(F) 42=58(17) 43=58(1`) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 181 PH3 WATERSTONE T23536413 2748496 A11 BC HIP TRUSS 1 1 Job Reference o tional builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MITek Industries, Inc. Mon Apr 12 08:47:18 2021 Page 1 ID:vgWgkLM69b_5SJg1 yNvyjHzHH5m-w_tBsjZsLV8DRPNnhDIUBOWOc1 IjMBjbUuLOJ LzRW6N 30-10-9 -1-0-0 5-10.8 12.11-12 17-0-0 19-7-8 1-0-0 25-0.10 28-6.0 9.4• 38-0-0 9-4-0 1-40 5-10.8 7-1-5 4-0.4 2-7.8 1.4-8 4-0-10 3-5-6 -10. 7-1-8 1-4-0 1.6.9 Scale = 1:70.7 6.00 F12 5x6 = 5x6 = 4x6 = 7x10 = 2x4 II 5x8 3.00 12 38-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.77 BC 0.94 WB 0.85 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.56 11-12 >808 240 Vert(CT) 0.83 11-12 >551 180 Horz(CT) 0.38 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 13-16 9-11: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=-327(LC 10) Max Uplift 2=-892(LC 12), 9=-892(LC 12) Max Grav 2=1502(LC 1), 9=1501(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2736/1657, 3-4=-2426/1461, 4-5=-2354/1478, 5-6=-2088/138y, 6-7=-2384/1490, 7-8=-4486/2579, 8-9=4727/2661 BOT CHORD 2-16=1316/2423, 12-13=-813/2094, 11-12=-1299/2727, 9-11=-2277/4264 WEBS 3-16=435/458, 4-13=-247/356, 5-13=-464/842, 6-12=445/862, 7-12=952/723, 13-16=-1029/2228, 7-11=-956/1814, 8-11=-271/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. �� •\'G E N S �i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-1-1, Interior(1) 25-1-1 to 39-4-0 zone; end vertical left and right exposed;C-C for members N O 60102 •�. 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. �� '. ST O F h �� • 'a i0.0� • ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whererectangle 3-6-0 tall by 2-0-0 wide �,[` Q;� ��, �i will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .; 1 Q ,�j� Ss • • R • •', •�� capacity of bearing surface. �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2 and 892 lb uplift at joint 9. Joaquin Velez PE 116:68182 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MITek USA, Inc: FL 6eft6634, sheetrock be applied directly to the bottom chord. 6904 Parke East'Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING • Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 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 ANSI7TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sute 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536414 2748496 Al2BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:19 2021 Page 1 I D:vq WgkLM89b_5SJgl yNvyjHzHH5m-OARZ33aU6pG43ZyzEwpjkc37yRe55ckkjY4arnzRW6M r1 f 0 7-9-4 15-0.0 18-3-8 23-0.0 25-0-10 29-4.0 30-El%9 32-11-12 38-0M a9-4-0 �1-40 7.9-4 7.2-12 3-3-8 4-8-8 2-0-10 4.3-6 1-6-9 2.1.3 5-0.4 1.4-0 3x6 = 5x8 = 6.00 F12 4x6 = 5x6 = 5 27 28 6 10 1b 10 2x4 II 3x6 = 5x8 = 2x4 II Ss(i 3.00 12 5x8 Scale = 1:70.7 7-94 15-0-0 18-3-8 19-7 23-0-0 28-6-0 2 -4 38-0-0 7-9-4 7-2-12 3-3-8 1-4-0 3-4-8 5-6-0 0-10 8-8-0 Plate Offsets (X,Y)-- [3:0-4-0 0-3-0],[4:0-6-0 0-2-81[6:0-3-0,0-2-0] [7:0-2-12 0-3-0] [9:0-2-7 Edge] [11:0-4-0 Ed e] 113:0-5-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.59 11-12 >770 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.78 11-12 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.40 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 217 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: 5-15: 2x4 SP No.3, 9-11: 2x4 SP No.1 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=291(LC 11) Max Uplift 2=897(LC 12), 9=-897(LC 12) Max Grav 2=1493(LC 1), 9=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2676/1576, 3-4=-2031/1320, 4-5=-2468/1603, 5-6=-2361/1548, 6-7=-2657/1700, 7-8=-4442/2617, 8-9=-4686/2702 BOT CHORD 2-18=1211/2327, 16-18=-1214/2321, 12-13=-1087/2483, 11-12=-1306/2715, 9-11=2315/4227 WEBS 3-18=0/322, 3-16=-719/562, 4-16=-723/309, 13-16=-845/2038, 4-13=-691/1517, 5-12=338/130, 6-12=-610/1029, 7-12=-857/675, 7-11=987/1770, 8-11=-281/372 �1�1I111,f/I NOTES- �/����j� 1) Unbalanced roof live loads have been considered for this design. �� QP.• �t'�I E N I. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. ,��, , ��•G 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Extedor(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone; end vertical left No 68182 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * .�• •� *. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide drainage = •; ' adequate to prevent water ponding. •� S OF 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 oo , .00. • A\ fit between the bottom 40 • "'o (O will chord and any other members. ,: , R Zj Bearing atjoint(s) 9 considers parallel to grain value using ANSI/ 1 angle to grain formula. Building designer should verify �j� s�,� • • •• V. capaciof earing e. ���� N A� E 8) Provide mechanical cal connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 897 lb uplift at �.�` joint 9. 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 Jaaquln Velez PE Nti.68182 .ek'U A ]O0. N .68 82 M aquln34 sheetrock be applied directly to the bottom chord. .6904-Parke East Blvd. Tampa FL 33610 Uafe: April 13,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 181 PH3 WATERSTONE T23536415 2748496 Al3BC HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:21 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-LZYJ UlbkeQ Wols6MMLrBp1 BV3EJ7ZVX1 AsZhwgzRW6K r1-4-0, 6-9-0 13-0-0 18-3-8 25-0-0 29-4-0 32-11-12 38-0-0 39-4- 1-4-0 6 9� 6 2-12 5 3-8 6-8-8 44-0 3-7-12 5 0 4 1-4-0 6.00 12 5x8 = 40 = 5x6 = 4 26 5 27 6 17 '- 15 14 '- 3x6 — 2x4 II 3x6 4x12 = 2x4 I 3.00112 5x8 18-3-8 25-0-0 28-6-0 Scale = 1:70.3 LOADING (psf) TCLL 20.0 TCDL 7.0 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.88 0 B0 .94BCLL Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.54 13 >841 240 Vert(CT) -0.73 11-12 >626 180 Horz(CT) 0.39 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except' 10-0-0 oc bracing: 12-14 5-14: 2x4 SP No.3, 8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=256(LC 10) Max Uplift 2=-897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2721/1605, 3-4=-2177/1384, 4-5=-3142/1934, 5-6=2722/1712, 6-7=-3057/1833, 7-8=4600/2585 BOT CHORD 2-17=1254/2375, 15-17=-1255/2371, 11-12=-1485/3175, 10-11=-2070/3910, 8-10=2188/4137 WEBS 3-17=0/272, 3-15=-608/484, 4-15=-426/221, 12-15=-882/1993, 4-12=-821/1675, 5-11=680/310, 6-11=-544/1065, 7-11 =-1 415/971, 7-10=-450/1077 ,,,��tl���'L//�I�, PQUIN NOTES- 1) Unbalanced roof live loads have been considered for this design. .�`' O F �� y \ S '•, i� '• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. �� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) NO 68182 13.0-0 to 17-2-15, Interior(1) 17-2-15 to 25-0-0, Exterior(2R) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 zone; end vertical left and * �• right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �� ST' OFL 4&/,� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i�0 T. •' � 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 fit between bottom �i� �•. \ 0 P'`• \�% �• • , will the chord and any other members. is • � 7) Bearing at joint(s) 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 897 lb uplift at joint 2 and 897 lb uplift at Joaquin Velez PE Nd.6B182 joint B. MiTek USA; Inc. k C6r4 663d 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 6904'Parke East Blvd. Tampa FL 33610 sheetrcck be applied directly to the bottom chord. Dafe: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 ANS11TPH 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 181 PH3 WATERSTONE T23536416 2748496 At4BC HIP TRUSS 1 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:23 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-Hxg4vQd7A2nWYAGkTmtfuSEpG2081N7KeA2n7YiRW61 ,-1-4-0, 5-4-13 11-0-0 18-3-8 27-0-0 29-4-0 32.11-12 38-0-0 39-4-0 '1-40' S-4-13 5-7-3 7-3-8 8.8-8 2.40 3-7-121-40 5x8 = 3x4 II 5x8 = 26 0 27 6 it 10 14 3x6 = 2x4 II 3x6 = 4x12 = 3x4 II 29-4-0 3.00112 5x8 Scale = 1:68.9 m 0 N O O Ih N O LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.96 BC 0.86 WB 0.97 Matrix -AS DEFL. in (loc) Vdefl Lid Vert(LL) 0.64 13 >712 240 Vert(CT) -0.87 11-12 >523 180 Horz(CT) 0.39 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. Except: 2-16,13-16: 2x4 SP No.2, 5-14: 2x4 SP No.3 1G-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-12 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=220(LC 11) Max Uplift 2=897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2778/1645, 3-4=-2337/1442, 4-5=-3868/2320, 5-6=-3930/2343, 6-7=-3555/2119, 7-8=-4592/2587 BOT CHORD 2-17=1312/2437. 15-17=-1312/2437, 5-12=-480/492, 11-12=1532/3213, 10-11=-2084/3938, 8-10=-2189/4129 WEBS 3-15=489/408, 4-15=-260/191, 12-15=-945/2020, 4-12=-1072/2060, 6-12=4621935, 6-11=537/992, 7-11=1109/830, 7-10=-467/1008 NOTES- PQ01 N 1) Unbalanced roof live loads have been considered for this design.. ♦♦♦�� ♦ Q ♦ , ♦♦ 'N.. G E•N S ��i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. \ ••• �� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2R) �� 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone; end vertical left Nq :68182 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide drainage adequate 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. � ST OF �/ 6) ' This truss has been designed for live load _ a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;C �j� Q' will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSlrrPI 1 angle to formula. Building designer Q \�♦� oj� lss1- ••'b 'G� grain should verify capacity of bearing surface. •: • • ,�.. '�%.IN 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 897 lb 2 897 lb A ���♦ , plate uplift at joint and uplift at joints. 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 Joagliln Velez PE No.68182 MiTek USA; Ino:.FL C@it'6634 sheeVock be applied directly to the bottom chord. 6904 Pa e East -Blvd. Tampa FL 33010 Date. April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536417 2748496 A15BC HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:27 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-9jwbkogVEGHxOnZVicyb210XrfLZzBcvZo078JzRW6E r1-4-Oi 6-3Fi 9-0-0 14-10-4 18-3-8 26-0-8 29-0-0 , 31-8-10 , W-0-0 a9-4-0, 1-4-0 6-3 6 2-8-10 5-10-0 3-5-4 7-9-0 2-11-8 2-8-10 6-3-6 1-4-0 5x8 = 6x12 MT20HS = 5x8 = 46 = 3x4 = R nn Fio7 4 30 31 5 6 32 7 33 8 Scale = 1:68.9 ' 2x4 2x4 3 9 29 34 1.5x8 STP 1.5x8 ST 6 16 15 28 35 2 8x14 MT20HS = 8x12 = 0 21 20 19 18 17 14 13 12 4x6 = 5x12 = 2x4 II 2x4 II 5x8 = 3x6 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.80 BC 0.96 WB 1.00 Matrix -AS DEFL. in Vert(LL) 0.79 Vert(CT) -1.02 Horz(CT) 0.39 (loc) I/defl L/d 17 >577 240 17 >448 180 10 n/a n/a PLATES MT20 MT20HS Weight: 211 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 5-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 16-18, 13-15 6-18,7-13: 2x4 SP No.3, 15-16: 2x4 SP No.1 WEBS 1 Row at midpt 6-15 WEBS 2x4 SP No.3 *Except* 16-19,5-16,8-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-184(LC 10) Max Uplift 2=-893(LC 12), 10=8B8(LC 12) Max Grav 2=1500(LC 1), 10=1508(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2691/1609, 3-4=-2494/1523, 4-5=-2878/1785, 5-6=-545613034, 6-7=-4727/2657, 7-8=-4607/2592, 8-9=-2506/1506, 9-10=-2715/1604 BOT CHORD 2-21 =1 256/2367, 19-21=-1051/2201, 15-16=-2769/5585, 7-15=341/383, 10-12=-1288/2390 WEBS 3-21=287/333, 4-21 =-1 62/419, 4-19=-498/929, 5-19=2272/1251, 16-19=-1650/3372, 5-16=1542/3196,6-15=-1025/475,12-15=-1170/2618,8-15=-1673/3324,8-12=-1195/533, 9-12=323/373 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 893 lb uplift at joint 2 and 888 lb uplift at joint 10. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 3x6 = GRIP 244/190 187/143 FT = 20% N:o..00182 S OF April 13,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 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 181 PH3 WATERSTONE 2748496 A16B Hip Truss 1 T23536418 Job Reference (optional) -- - -- -- ,- -- --. -.-• •• -••, - ----• , 0.4 a iwar cc cuc r wu r en rnuusines, Inc. ivion Apr 12 U6:4t:29 2U21 [-age 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-651L9UhmmuXfG5jug0_48jT 2T2DR6KC06V6CCzRW6C 1 4-0 3-0-0 7-0-0 10-11-2 15-0-0 18-3 8 22-2-0 26-0 8 31-0-0 34-2-12 38-0-0 9-4 1-4-0 3-0-0 4-0-0 3-11-2 4-0-14 3-3-8 3-10-8 3-10-8 4-11.8 3-2-12 3-9-4 1-4-0 6x8 = 6x12 MT20HS= 6.00 12 4x6 = 4x12 = 3x4 II 8x10 = 3x4 II 3 4 31 5 6 7 32 8 9 Zo 24 23 22 21 20---•_.... __. ... 14 13 12 4x6 = 2x4 I 3x4 = 4x6 — 6x8 = 3x4 11 19 2x4 I 15 4x6 = 5x8 = 2x4 11 4x6 = 1.5x8 STP = 3x4 = 7-0-0 1 10-11-2 15-0-0 , 18-3-8 ,19-7-8, 22-2-0 , 25-0-8 38-0-0 Scale = 1:68.5 ' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.37 BC 0.95 WB 0.86 Matrix-MSH DEFL. it Vert(LL) 1.38 Vert(CT) -1.46 Horz(CT) 0.49 (loc) I/defl L/d 19 >324 240 19 >307 180 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 519lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. 3-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 18-20, 14-16 16-18: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' 18-21,13-16: 2x6 SP No.2, 5-18,9-16: 2x4 SP No.1 REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Horz 1=640(LC 5) Max Uplift 1=-1729(LC 8), 11=1872(LC 8) Max Grav 1=3037(LC 13), 11=3241(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5773/3257, 2-3=-6056/3540, 3-4=-7133/4161, 4-5=-8193/4756, 5-6=-19844/11710, 6-7=-20198/11919, 7-8=-18147/10680, 8-9=-17668/10487, 9-10=-663313944, 10-11=-6303/3660 BOT CHORD 1-25=3413/5452, 24-25=-3413/5452, 22-24=-3667/5780, 21-22=-4617/7516, 20-21=-259/426,18-20=-84/268,6-18=-238/492,17-18=-12121/20260, 16-17=-12121/20260,14-16=-296/679,8-16=-68/264,13-14=-200/543,12-13=-3171/5523, 11-12=-3171/5523 WEBS 3-24=334/627, 3-22=-1328/2388, 4-22=997/649, 4-21=-783/1449, 5-21=-5843/3580, 18-21=-5876/9775, 5-18=-7601/12735, 13-16=-3615/5943, 9-16=-7101/12132, 9-13=1275/846, 7-18=-285/340, 7-16=-1903/1123, 2-24=-336/498, 10-12=-2911222, 10-13=-359/616 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=,1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 ® 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 Individualbuilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN G E N SF �' ♦�= No, 68182 .�, I� OF 4U April 13,2021 wt MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536418 2748496 All6B Hip Truss 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:29 2021 Page 2 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-651L9UhmmuXfG5jug0_48jT 2T2DR6KC06V6CCzRW6C NOTES- 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 1, 11 considers parallel to grain value using ANSIrrPI 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 1729 lb uplift at joint 1 and 1872 lb uplift at joint 11. 12) Girder carries tie-in span(s): 7-0-0 from 7-0-0 to 18-0-0; 7-0-0 from 26-0-0 to 31-0-0; 7-0-0 from 26-0-0 to 31-0-0 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 168 lb up at 7-0-0, and 208 lb down and 168 lb up at 31-0-0 on top chord, and 384 lb down and 311 lb up at 7-0-0, and 384 lb down and 311 lb up at 31-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=54, 9-11=-54, 1-24=-20, 20-24=100(F=-80), 19-20=-20, 16-18=-20, 14-15=20, 13-14=-180(F=-160), 13-28=20 Concentrated Loads (lb) Vert: 24=379(F) 3=-205(F) 9=-205(F) 13=-379(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI. Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply 181 PH3 WATERSTONE T23536419 2748496 B01 GABLE 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:30 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-albjNpiOXBfWuF14OkVJgwO7NsS AmbMFmFfkezRW6B -0-8-0 , 4-4-0 8-8-0 9-4-0 O-S-0 ' 4-4-0 4-4-0 0to 46 = Scale = 1:21.5 1.5x8 STP = 1.5x8 STP = 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.03 9 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.02 Horz(CT) 0.00 8 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 45 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, B=0-8-0 Max Horz 10=-89(LC 10) Max Uplift 10=-492(LC 12), 8=398(LC 12) Max Grav 10=400(LC 21), 8=400(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 7-5-11, Interior(1) 7-5-11 to 10-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details building designer as applicable, or consult qualified as per ANSI/TPI 1. 4) Building Designer / Project for 1 N engineer responsible verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `���, P(V 5) Gable studs spaced at 2-0-0 cc. �• �••��; 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. NO. 68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 10 and 398 lb uplift at joint 8. 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. S Of ; lO�. R.� - 0 N A E; `�. Joaqulo Velez PE No:681,82 MiTek USA; Inc. FL 660 6634 6904:11parke East'Blvd. TampaA 33610 Date: April 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type CIty Ply 181 PH3 WATERSTONE T23536420 2748496 B02 Common Truss 3 1 Jab Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:32 2021 Page 1 I D:vq WgkLM89b_5SJgl yNvyjHzHH5m-WgjUoVke2pvE7YSTV9YnIL5Slg5Fegsei4kmpXzRW69 -0-&0 4-4-0 , 8-8-0 9-40 0-8-0 4-4-0 4-4-0 Scale = 1:18.7 46 = I� 0 1.5x8 STP = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 6=0-8-0 Max Horz 8=89(LC 11) Max Uplift 8=435(LC 12), 6=-341(LC 12) Max Grav 8=357(LC 1), 6=357(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8-8-0 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.05 7 >999 240 MT20 244/190 Vert(CT) 0.05 7 >999 180 Horz(CT) 0.00 6 rule n/a Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-8-0 to 2-4-0, Interior(1) 2-4-0 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 8 and 341 lb uplift at joint 6. 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. ,,,,��(1111111���', ��% PcN I N VF< i No .6,8182 • ST . OF 44/•� �'.0 4oaquln Velez PE No.68182 Mfrek USA; Inc. FL Cert.6634 .6904 Fi rke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1111 PH3 WATERSTONE T23536421 2748496 C01 Hip Truss 1 1 Job Reference (option nsroowce lridrn Uny, FL), rianr uny, rL - aaoor, 6.43U s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:32 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHHSm-WgjUoVke2pvE7YSTV9YnIL5U2g9eeeyei4kmpXzRW69 3-1-11 6-2-5 9-4-0 3-1-11 3-0-9 3-1-11 3.82 12 4x6 = 4x6 = 4x6 = 4x6 = Scale = 1:17.4 3-1-11 i 6-2-5 9-4-0 3-1-11 3-0-9 3-1-11 Plate Offsets (X,Y)-- [1:0-2-12,Edge] ]4:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-9 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-4-15, 4=0-4-15 Max Horz 1=23(LC 6) Max Uplift 1=596(LC 4), 4=596(LC 5) Max Grav 1=1014(LC 15), 4=1014(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-2284/1367, 2-3=-2246/1353, 3-4=-2284/1367 BOT CHORD 1-6=-1279/2172, 5-6=-1309/2245, 4-5=-1277/2172 WEBS 2-6=-231/537.3-5=231/536 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical 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. ,�� ( L .i IN V 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 ��, , \'G ENS' will fit between the bottom chord and any other members. �' �•�' �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 1 and 596 lb uplift at N O 68:182 joint 4. * * G 8) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 9-4-0 9) Girder carries hip end with 3-1-11 end setback. ='i1 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 59 lb up at ' 6-2-5, and 113 lb down and 59 lb up at 3-1-11 on bottom chord. The design/selection of such connection device(s) is the S TOF responsibility of others. 0 •�/ 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��' '�� QLOAD 1) Dead A+Ro(of)Standard Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaqulo.Vfilez PE Nd:68182 Vert: 1-2=-54, 2-3=60(F=6), 3-4=-54, 6-7=-105(F=85), 5-6=-107(F=-87), 5-10=105(F=-85) M[Tek nVelezC. FL A 6634 Concentrated Loads () 6904:Parke East -Blvd. Tampa:FL 33610 Vert: 6=-64(F) 5=-64(F) Date: April 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I192020 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 ANSI17'1711 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 Qly Ply 181 PH3 WATER, T23536422 2748496 GJ1 JACK -OPEN TRUSS 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:34 2021 Page 1 ID:vq WgkLM89b_SSJg 1 yNvyjHzHH5m-S3rEDBluaQ9yMscsdaaFrmBsXUzM6awxAODttPzRW67 -1-4-0 0-114 1-4-0 0-114 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Harz 2=98(LC 12) Max Uplift 2=-226(LC 12), 4=-17(LC 1) Max Grav 2=158(LC 1), 4=63(LC 8) Scale = 1:7.6 - 0.131 x3.5" TOENAILS CSI. DEFL. in floc) I/dell L/d PLATES GRIP TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 BC 0.05 Vert(CT) 0.00 5 >999 180 WB 0.00 Horz(CT) 0.00 4 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Camp./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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical 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 anybther 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 226 lb uplift at joint 2 and 17 lb uplift at joint 4. .oPQuw40 No 60102 ST OF :�4J ie�'ss�O ��tnnllsl Joaquln Velez PE Nd.68182 MITekUSA, Inc: FL Cefi 6634 6964 Parke Easf Blvd. Tampa FL 33610 date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 511912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB•e9 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 181 PH3 WATERSTONE T23536423 2748496 CJ1V JACK -OPEN TRUSS 4 1 Job Reference (optional) horn uuy, rLl, riant uny, FL - aaaot, 6.43U s Mar 22 2U21 MiTek Industries, Inc. Mon Apr 12 08:47:35 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvy)HzHH5m-wFOcQXm WLkHp_OB2AH5UNJ1 HtJlrl A502yQQszRW66 -1-4-0 0-114 1-4-0 0-114 Scale = 1:7.6 `m N o 6181:8 2 ♦ N : * � S F .4� Joaquin V6181 PE Nd.bW2 M1Tek;USA'„Inc. FL calf 6634. 6904:Parke East Blvd: Tampa FL 33610. Date: Plate Offsets (X,Y)-- I2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid 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 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC202OfTP12014 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 1), 2=-211(LC 12), 4=14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 211 lb uplift at joint 2 and 14 lb uplift at joint 4. April 13,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall d building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is for MiTek' always required 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 BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536424 2748496 CJ3 Jack -Open 3 1 Job Reference (optional) • Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:36 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-PSy_dtn961 PgcAmEk?cjwBGC1 HejaUQEdiizylzRW65 -1-4-0 2-11.4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=62(LC 12), 2=183(LC 12) Max Grav 3=65(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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interjor(1) 1-8-0 to 2-10-8 zone; end vertical 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. Refer , �Illlhl,r ) to Prlrtruss truss to ovide alconnection 6of truss to bearing late 62 lb joint 3 183 lb %,Ill U I N mechani (by others) capable of withstanding uplift at and uplift at 2. , %) joint G�It N NO .60182 3 ;. _ST OF 4� ' . < O R.1 0,,. ♦ �., �►rncrlr<�� Joaquin ,Velez PE No.66182, Mrrek USA, Inc. FL Qert 6634. ,6904:Paike East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536425 2748496 CJ3S Jack -Open Truss 1 1 Job Reference o tional tridni ukir, rL), Flan[ City, FL - 33567. 8.430 s Mar22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:37 2021 Page 1 ID:vq WgkLM69b_5SJgl yNvyjHzHH5m-teWNrDnntLXXDKKQli7yS PpP3hz3JxgOsMRXUkzR W64 2-9-12 2-9-12 2x4 = Scale: 1 "=1' ' (�11/IIIf/fI %%% NOW. No 68182 7 •' S 0 F •• 4C/ 00 ,s�NAi�`,,`, Joaquin Velez PE No:68182 MITekUSA,1mc;.FLGerf8634 6.904 Paige EaW Blvd'. TAM I FL 33610 Date: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 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: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=85(LC 12) Max Uplift 1=33(LC 12), 2=76(LC 12), 3=5(LC 12) Max Grav 1=102(LC 1), 2=70(LC 17), 3=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1, 76 lb uplift at joint 2 and 5 lb uplift at joint 3. April 13,2021 A WARNING -Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this, design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury ,and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 181 PH3 STONE T23536426 2748496 CJ3V JACK -OPEN TRUSS 4 1 Job Reference o tional • Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:39 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-pl e7Gupl PyoFTdUpP7AQYquiHVfOnrAgJgweZdzRW62 1 4-0 2-11 4 1-4-0 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1G-0-0 cc 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=66(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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIfrPI 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 67 lb uplift at joint 3 and 174 lb uplift at joint 2. No 60182 :�?• 'ST OF c Joaquin Velez PE No.68182 Milk USA,, IncJL Cert 66A .6904:15arke East Blvd. Tampa FL 33610 Date: April 13,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 properlyIncorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 181 PH3 WATERSTONE TJacsks0pen T23536427 2748496CJ5 3 1 Job Reference (optional) s nrswuwue (riarn tray, FL). Ilan city, FL - anoo/, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:41 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-IPmtharHxa2yixeCXYC udFz_71FZFlfznzPkdVzR W60 1 4-0 4-11 4 1-4-0 4-11-4 3x4 = 4-11-4 Io Scale=1:17.6 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/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=-128(LC 12), 2=-196(LC 12) Max Grav 3=122(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=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone; end vertical 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 toads. 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 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 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. �v�� .'� i No 6.8182 ?9, S OF '•�C/ Joaquln.Velez PE.No.68182 MITek USA; Inc.fL Qe(t 6634. .6904:Parke EastBivd. Tampa FL 33610 Qafer April 13,2021 ® WARNING -Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicatedis to prevent buckling of Individual truss web and/or chord members only. 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 ANS11TPl1 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 181 PH3 WATERSTONE T23536428 2748496 CJ5S Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:43 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-hote5GsYTBlgxFoaezEMig3J76w8jf9GEHuri0zRW6_ 4-9-12 4-9-12 4-9-12 Scale = 1:16.9 PQ`v ,O•�'�G•E-NSF?,,�i No 681$2 , OF �V.. .Joaquin Velez PE No.68182 MiTek USA, Inc- FL (eft 6W 69D4 Parke East Blvp. Tampa fL 33610 Date. LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 3-6 >819 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 15 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=147(LC 12) Max Uplift 1=-59(LC 12), 2=137(LC 12), 3=-2(LC 12) Max Grav 1=176(LC 1), 2=124(LC 17), 3=85(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=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-0 zone; end vertical 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 59 lb uplift at joint 1, 137 lb uplift at joint 2 and 2 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing bei applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. April 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536429 2748496 CJ5V JACK -OPEN TRUSS 4 1 Job Reference (optional) nuuders Flfstbource (Plan[ Glty, FL), I'lant Glly, FL - 33567, -1-4-0 JX4 i 8.430 s Mar 22 2021 MiTek Industries, Inc. Man Apr 12 08:47:44 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-A_ROJctADVQXZONnCgmbFtbUd WHbS6PPTxePDgzRW5z 4-11-4 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 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=124(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=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 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 133 lb uplift at joint 3 and 189 lb uplift at joint 2. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IN E,NS�. c' i No 68182 ST . OF R. doag6ln Velez PE N6.66162 MiTek USA, Inc. FL Gert 66A. 690¢:Parke East.Blvd: Tampa FL W10 Date: April 13,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with 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 MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• Is always required for stability andtoprevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty 181 PH3 WATERSTONE ]Ply T23536430 2748496 EJ7 JACK -OPEN TRUSS 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 OB:47:45 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-eA?OWyuo_oYOBYyzmOHgn58bCVYXBZfzibNylHzRW5y 1 4-0 7-0-0 1-4-0 7-0-0 No 68 8.2 -Ar :_ S OF �`�S'O4 0 R ' O.P. �� bNA���� Joaquin Velei PE'No.68 82 Mffek USA,.Inc:. FL Ge 66 4: 6904 Parke East Blvd, Ia FL 3361 Date: 3x6 = 7-0-0 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 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=183(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-0,to 1-8-0, Interior(1) 1-8-0 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 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 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. April 13,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 PH3 WATERSTONE T23536431 tc"'b 2748496 EJ7S Jack -Open Truss 3 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:47 2021 Page 1 ID:vgWgkLM89b_5SJg1 yNvyjHzHH5m-aZ78xdv2WQo6Qs5LtoJIsWDxHjCBfSBs9vs3g9zRW5w 6-10-8 6-10-e Scale = 1:21.8 � 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 3-6 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.19 3-6 >420 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22lb 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Harz 1=212(LC 12) Max Uplift 1=86(LC 12), 2=-201(LC 12) Max Grav 1=252(LC 1), 2=184(LC 17), 3=120(LC 3) FORCES. (lb) -Max. Camp./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=24ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-12 zone; end vertical 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 86 lb uplift at joint 1 and 201 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 P ` I N Ng.6.6182 =p,2 ZZ oo 9 ST. OF C46, %�T' •,off P •'Z�: fin Joaquin Velez PE.Nt :681,82 NlfTek USA; InC. fL Cert.6634 .6904•Parke East Blvd. Tampa FL 33610 Daft: April 13,2021 �— A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Fast 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 181 PH3 WATERSTONE T23536432 2748496 EJ7V JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:48 2021 Page 1 I D:vgWgkLM89b_SSJgl yNvyjHzHHSm-2lhX9zwgHjwz20gYR WgXPjm5m7ZaOvO?OZccMczRW5v -1-' 4-0 5-0-0 ' 1-4-0 5-0-0 2-0-0 I 3x6 m N 0 Scale = 1:22.6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.21 4-7 >388 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 Ito 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 Harz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-21O(LC 12) Max Grav 3=184(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 3 and 210 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,`�{11(IIIIIII�I No Q8182 ' S OF 4U:+ ON' e04%` I�. llit Joaquin.Velez PE NoAll82 MiTek USA; Inc. FL Cert 66A 6900arke'East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 t' 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 ANSYrP/f quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536433 2748496 EJ7VP JACK -OPEN TRUSS 7 1 Job Reference (optional) uRy, rLl, rider Uay, rL - 0000r, ,,q iu s Mar zz zuzl MI I eK Industries, Inc. Man Apr 12 08:47:49 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-WyFvMJxl212gfAFk7DLmyx[LlXuv7HY9cDL9u2zRW5u -1-4-0 4-0-0 5-0-0 7-0-0 1-4-0 4-0-0 1-0-0 2-0-0 Scale = 1:22.6 ' 4x6 Plate Offsets (X,Y)-- 12:0-0-14 Edge] 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 0.58 Vert(LL) 0.34 6-9 >242 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.30 6-9 >275 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 29 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 Harz 2=352(LC 12) Max Uplift 4=66(LC 12), 2=350(LC 12), 5=-284(LC 12) Max Grav 4=72(LC 17), 2=336(LC 1), 5=194(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/805 BOT CHORD 2-6=-1215/390 WEBS 3.6=-400/1098 NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0. Interior(1) 1-8-0 to 6-11-4 zone; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %�� 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� •\ ri E N S 5) Refer to girder(s) for truss to truss connections. �� �' �•••� �i 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building, designer should verify NO , 6 $1$2 capacity of bearing surface. *. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 Ito uplift at joint 4, 350 lb uplift at joint 2 and 284 lb uplift at joint 5. 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. : '. ST' . 0 F-10 :- i,�iIS�QN A Jhaqulil.Velez PE N6;6$182 MITWVSA; Inc. FL Ceit 6634 6900arke East Blvd. Tampa FL 33610 Date: April 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536434 2748496 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o liana/ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:51 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-SKMfn?yZaelYvTP76eOE1MOk2KgHbCyR4XgGzwzRW5s -1-10-10 5-104 9-10-13 ' ' 1-10-10 5-10-4 4-0-9 5-10-4 9-10-13 r = 5-10-4 4-0-9 Plate Offsets (X,Y)-- (2:0-2-4,0.0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH I � � LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=-240(LC 8), 2=-273(LC 8). 5=-174(LC 8) Max Grav 4=240(LC 13), 2=412(LC 1), 5=399(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-680/174 BOT CHORD 2-7=-403/620, 6-7=403/620 WEBS 3-7=0/291.3-6=-718/467 Scale = 1:22.2 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins. Rigid ceiling directly applied or 9-1-12 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 4, 273 lb uplift at joint 2 and 174 lb uplift at joint 5. 7) 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, 13=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) p E N N . 60182 S OF w Off. Joaquin Vetez PE Nd.68182 MiTek U§A; Inc. FL 6rt66A, 6904:Parke East Blvd: Tampa FL 33610 Date: April 13, 2021 ® WARNING -Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 ANS11TP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Padre East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 181 PH3 WATERSTONE T23536435 2748496 HJ7V DIAGONAL HIP GIRDER 2 1 Jab Reference o tional usrouwue trmnr uty, rLl, riant airy, FL - aeao/, 6.43U s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:53 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-PjUQCh_p6GYF8nZV E3Qi6nT54BLj35ekXrJN 1 pzRW5q -1-10-10 5-4-14 9-10-13 1-10-10 54-14 4-5-15 Scale=1:22.2 ' 3x4 = Plate Offsets (X,Y)-- [2:0-1-3,Edgej 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 0.36 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-123(LC 24), 2=-331(LC 8), 5=-152(LC 8) Max Grav 4=102(LC 17), 2=534(LC 1), 5=308(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11371516 BOT CHORD 2-7=-639/1054, 6-7=-642/1041 WEBS 3-7=0/272, 3-6=-1031/631 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for 10.0 bottom live load a psf chord nonconcurrent with any other live loads. 4) ' IN 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 ���� QV will fit between the bottom chord and any other members. 5) Refer E N �� to girder(s) for truss to truss connections. ,♦�♦'\•Ci S'� 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify ♦ i capacity of bearing surface. • No 68182 7) Provide mechanical connection (by others)'of truss to bearing plate capable of withstanding 123 lb uplift at joint 4, 331 lb uplift at * �' �. joint 2 and 152 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 44 lb up at 1-0-0, and 95 lb down and e0 lb up at 3-0-0, and 128 lb down and 149 lb up at 5-0-0 on top chord, and 45 lb down and 15 lb up at 1-0-0, and 21 lb down at 3-0-0, and 46 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the .5 S OF . . .0 0YR 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). i 19NC,�,�, LOA A+ Standard )Live N A 1) DeDad Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 O i Uniform Loads (plf) Vert: 1-4=-54, 5-8=20 Joaquln Velez PE Nd.68182_ Concentrated Loads (lb) Mgek USA; Inc. FL Qeft 6634. Vert: 12=6(F) 13=-61(F) 15=9(1`) 16=-36(F) .6904:Pa(ke East Blvd. Tampa FL 33610 Date: April 13,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/192020 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 ANS11TF/f quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke Fast 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 181 PH3 WATERSTONE T23536436 2748496 Z01 Jack -Open Truss 2 1 Job Reference (optional) builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Mon Apr 12 08:47:54 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-tv2oP1?RtZh6mx8iomxxf OGkYniodtumV3waFzRW5p -1-5-5 2-1-11 1-5-5 2-1-11 Scale = 1:10.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-5, 4=Mechanical Max Horz 2=122(LC 12) Max Uplift 3=27(LC 12), 2=204(LC 12) Max Grav 3=37(LC 17),2=182(LC 1),4=32(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 204 Ito uplift at joint 2. No.60182 .' S OF '•� Joaquin Velez PE No.68182 MITek USA; Inc: FL Cart 6634, 6904:R4e East, Blvd, Tampa R- 33610 Date: April 13,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type 181 PH3 WATERSTONET23536437 nly 2748496 Z02 Jack -Open Truss 1 Job Reference (optional) rsunaers rlrstsource trlant cny, t-Li, mans Ully, rL - 33bloi, 8.43U s Mar 22 2021 Mtl ek industries, Inc. Mon Apr 12 08:47:55 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-L6cAdN?3etpzN5iuLUSABCYREx7OX471?9oU6izRW5o -1-4-0 2-0-0 1-4-0 2-0-0 Scale = 1:10.3 m v 0 r 2-0-0 200 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=29(LC 12), 2=186(LC 12) Max Grav 3=39(LC 17), 2=170(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer 1 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-G-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 29 lb uplift at joint 3 and 186 lb uplift at joint 2. ,�IIIi17111III %4V PQU I N VFW �!ii�, No 68182. : Jir Z i O S A OF Jdaquili.Velez PE N668182 MITek USA; Inc. FL Cert,liiM 6904:6rke.East Blvd. Tampa FL 33610 life; April 13,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/192020 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 chard members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component t Blvd. e East Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke East0 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1fi r For 4 x 2 orientation, locate plates 0- 'rrs' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved Milek� MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others, 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIlrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.