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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 fiF;D Maitland, Florida 32751 81 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES February 17, 2021 Building Department Ref: Adams Homes Lot: Lot 21 Blk. 5 Subdivision: Fort Pierce - Waterstone Address: 5363 Vespera St. Model: 1512 C LHG KA # 21-1770 Truss Company: Builders First Source Date of drawings: 2/11/21 Job No.: 2644813 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 Compahy 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 alf structural components and -detail s_ shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 2/17/2021 Carl A. Brown, P.E. FL. # 56126 �e�olulloi 0o P ••...... C? eo N • • •: Q�°�� No 878 4 �r a e 0: ST E OF : 41J« �� •.,' , Luis I:'a .11 �:E. FL. # 878�agL FDS Engineering Associates, A TSG Company "Your Building Code Experts" r7111111 4 CJ1V 4, CAV CJ3V o ca X CJ3V CJ5V A10 `1' CV > C4 co `i CJ5V xpc ,—edto jfg 2-0 -00 (7571roIT961 A09 2-0 -00 + + F A08Vail �3/12 vault + 2- 00 f0'-or ceiling+ + + Ao7 A06 + 20 00 + + + + + �2-0 -00+ + + + + + A05 -0 -00 + + + + + + A01 A01 + 2-0 00 + + + + + + - - + 2-0 00 + + + + + + A01 3/12 vault 2-0 -00 F F o A01 a o + + + + .</12 vault o N A02 A03 N m 2-0 -00 + + + + 2-0 -00 + + + + A03 co 2-0�-00 + + + A04 8'-0" ceiling 2-0 -00 01-p" cipiling A04 A11 B 2-0 -00 + + + + < Al2BC - z=o -oo + + + - A13BC 2-0 -00 A14BC 2-0 -00 + A15BC 2-0 -00 '-0" ei ing jQ65# U A16C 1361# U 1- -00 CJ5 0 1-1 -00 CJ3 c EJ7() 2-0 -00 U 2-0 -00 LIE CJ1 o ��1 XpOSe to wind 2-0 -00 02C o . 19- 0-00 o U U U 0 e B01C EJ (9) lid 5;�� CAA CAA 91 Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations El 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 m 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 IDS ENGINEERING ASSOCIATES Date: 02/17/2021 By. BH Submittal No.: Project No.: 21-1770 Project Eng.: Luis To es Project Name: Adams Homes - Fort Pierce - Waterston Lot 21 BIk.S VERIFY ALL DIEMSIONS AND CEILING CONNTIONS PRIOR TO APPROVAL SOME CEILING FRAMING REDURED IN REM BY BUILDER MAW NAND FORCE RESISTING SYSTEMIC HYBRID WIND MCU-10 IMPORTANT ENCLOSED EXPOSURE CgTEOCRY C OCCUPANCYCATEGORYO This Drawing Must Be Appro ed And WIND LOAD 10 MPH wINDWPORTANCEFACTORCM Returned Before Fabricatio Will TRUSSES NAVE BEEN DESIGNED FORA 1Q0 PSF BOTTOM CNORO LIVE LOAD Begin. For Your Protection C Eck All NONCONCU RENT WITH ANY OnfER LIVE LOADS Dimensions And Conditions riot To APBELO Of Plan. SIGNATURE BELOW INDICA S ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL- 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. lie. 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. Temporaryand Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT. Plumb - CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Adams Homes PROJECT: mg a am l y BLK 160 MODEL: 1512 Ci ADDRESS: 5363 VESPERA ST LOT / BLOCK: 2115 SU DMSION: WATERSTONE FT PIERCE RAWN BY: K SANCHEZ JOB # : 1 2644813 DATE: 02110/2021 I SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2644813 - LOT 21/5 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2644813 Model: 1512 ampa, FL 33610-4115 Lot/Block: 21/5 Subdivision: WATERSTONE Address: 5363 VESPERA ST, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design 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 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T22807046 A01 2/11/21 2 T22807047 A02 2/11/21 3 T22807048 A03 2/11/21 4 T22807049 A04 2/11/21 5 T22807050 A05 2/11/21 6 T22807051 A06 2111/21 7 T22807052 A07 2/11/21 8 T22807053 A08 2/11/21 9 T22807054 A09 2/11/21 10 T22807055 A10 2/11/21 11 T22807056 A11BC 2/11/21 12 T22807057 Al2BC 2/11/21 13 T22807058 Al3BC 2/11/21 14 T22807059 A14BC 2/11/21 15 T22807060 A15BC 2/11121 16 T22807061 Al6C 2111/21 17 T22807062 B01 C 2/11121 18 T22807063 B02C 2/11/21 19 T22807064 B03C 2/11/21 20 T22807065 CA 2/11121 21 T22807066 CAA A 2/11/21 22 T22807067 CJ 1 V 2/11/21 No. Seal# Truss Name Date 23 T22807068 CJ3 2/11/21 24 T22807069 CJ3V 2/11/21 25 T22807070 CJ5 2/11/21 26 T22807071 CJ5V 2/11/21 27 T22807072 EJ2 2/11/21 28 T22807073 ER 2/11/21 29 T22807074 ERV 2/11/21 30 T22807075 EJ7VP 2/11/21 31 T22807076 HJ2 2/11/21 32 T22807077 HJ7 2/11/21 33 T22807078 HJ7V 2/11/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. Job Truss Truss Type Qty Pl=JobReference TERSTONE �A01 SPECIAL TRUSS 4 T22807046 Builde (optional) o t ,a,,. -ry, flan ¢ i 11y, 11- ...of, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:30 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-c00KW?tdgFzFcXio9YFfcn5aUwVw16t87hxgzLzmG_Z rq 1-4-0 7 12-11-6 19-0-0 25-0-10 29-4-0 0-10- 38-0-0 9-4-0 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 M 0 Scale = 1:68.6 5x6 = 6.00 12 5x8 ZZ 5x8 ::7- 3.00 F12 38-0.0 4 Iro 4 v 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.74 11-13 >620 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.12 11-13 >408 180 BCLL 0.0 Rep Stress ]nor YES WB 0.90 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/rP12014 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 Horz 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=-4641/2622, 3-4=-4402/2545, 4-5=-2108/1364, 5-6=-2108/1357, 6-7=-4399/2550, 7-8=-4638/2627 BOT CHORD 2-13=-2201/4189, 11-13=-1271/2667, 10-11==130412666, 8-10=-2244/4182 WEBS 5-11=-828/1510, 6-11=-1058/823, 6-10=-921/1795, 4-11=-1101/817, 4-13=-908/1832, 3-13=-252/351, 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 Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(21R) 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 I sheetrock be applied directly to the bottom chord. February 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 6119/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MOW building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 s Truss Type Qty Ply /5 WATERSTONE [AOU2 �SPECIALTRUSS T22807047 2644813 1 Jr Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:32 2021 Page 1 ID:vgWgkLM89b_5SJg l yNvyjHzHH5m-YP84xhvtCtDzsrsAHzH7hCBx4kAam l HRa?Qn2DzmG_X '1 r1-4-01 7-1-8 8-8-0 12-11-6 19-0-0 25-0-10 29.4-0 30-10-6 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 1.4-0 Scale = 1:70.0 5x6 = 6.00 12 tv IN 0 '2X4 II ZX4 II 2x4 II 3x6 I 2x4 I I 5x8 Zzz 5x8 3.00 F12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 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.1 'Except' 12-13,10-12: 2x8 SP 240OF 2.OE, 14-18: 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 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TC 0.93 Vert(LL) 0.6611-13 >693 240 MT20 244/190 BC 0.93 Vert(CT) -0.8411-13 >542 180 WB 0.84 Horz(CT) 0.51 8 n/a n/a Matrix -AS Weight: 242 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt , 6-11, 4-11 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=-l295/2711, 10-11 =-1 328/2710, 8-10=-2237/4155 WEBS 5-11=-844/1559, 6-11 =-1 034/817, 6-10=-878/1696, 4-11 =-1 080/813, 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; 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, Extedor(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 fd 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. February 11,2021 A 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 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 ANS11TP/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 Vob M Truss Truss Type Qty Ply LOT21/5 WATERSTONE T22807048 2644813 A03 SPECIAL TRUSS 2 1 Job Reference (optional) 0.4JU 5 IVOV OU ZUZU MI I eK Inau5rrle5, Inc. I nu reDl l Ut5:0I:JJ ZUZI ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-ObiT81 vVzALgU_RNghoMDPj6z7 WgVUbapf9Laf: 7-1-8 8-8-0 IT-6 19-0-0 25-0-10 29-4-0 30-10-8, 38-0-0 -0� 4-3-6 6-0-10 6-0-10 4-3-6 1-6-8 7-1-8 6.00 12 5x6 = 5 Scale = 1:69.0 4X4 II -ZX4 II Zx4 II ZX4 II 5x8 3.00 FIT 2x4 11 1OX16 MT20HS = 5x8 Zz 8-8-0 1 19-0-0 1 29-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.92 BC 0.93 WB 0.84 Matrix -AS DEFL. in (loc) Udefi L/d Vert(LL) 0.64 11 >712 240 Vert(CT) -0.81 11-12 >562 180 Horz(CT) 0.51 8 n/a n/a PLATES MT20 MT20HS Weight: 245 lb GRIP 244/190 187/143 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: 11-12,10-11: 2x8 SP 240OF 2.OE, 13-21: 2x4 SP No.2 10-0-0 oc bracing; 11-12 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 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) FORCES. (lb) -Max. Comp./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 5-11=-839/1548, 6-11 =-1 0391819, 6-10=-884/1707, 4-11 =-1 0831814, 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.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 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 ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=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. February 11,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil•7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW 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 ANSUTP/t Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jib Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807049 2644813 A04 SPECIAL TRUSS 2 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:34 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-UnFrLNw7kUTh58?ZOOJbmdGJlXtsEyTklJvu66zmG_V 1 4-0 6-8-5 12-11-12 19-0-0 25-0-10 29 4-0 30-10-9 38-0-0 39-4-0 it 6-8-5 6-3-7 6-0-4 6-0-10 4'-3-6 1-6-9 7- -7 1 4-0 7x10 = 3x6 = 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 `Except' 1-4,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 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) 5x6 = 6.00 12 Id 2x4 II 19-0-0 3.00112 5x8 Scale = 1:68.4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.78 Vert(LL) 0.5610-11 >807 240 MT20 244/190 BC 0.88 Vert(CT)-1.1510-11 >396 180 WB 0.80 Horz(CT) 0.35 8 n/a n/a Matrix -AS Weight: 205 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt I 6-11, 5-13, 11-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) 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 =-I 0741809, 6-10=-894/1844, 5-11=-838/1483, 11 -1 4=-986/2094, 7-1 0=-255/352 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; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extedor(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 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. 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 sheetrock be applied directly to the bottom chord. February 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/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 Type Qty Ply LOT 21/5 WATERSTONE Ts T22807050 2644813 HIPTRUSS 1 1 Job Reference (optional) Butibers Firsisource (Plant uty, I-L), Plant city, I-L - 33bb f, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:36 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-RANbm2yOG5kPLS9yWpL3r2LdpLZ9itrl VdO?B_zMG_T 1-4-0 7-3-2 8-8-0 17-0-0 21-0-0 29-4-0 0-8-1 38-0.0 9-4- 1 4-0 7-3-2 -4-14 8-4-0 4-0-0 8-4-0 -4-14 7-3-2 1-4-0 Scale = 1:70.9 5x8 = 5x6 = 6.00 12 = 5x8 Zz 5x8 3.00 F12 17-0-0 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/TPI2014 CSI. TC 0.95 BC 0.89 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.59 13-15 >767 240 -0.76 13-15 >599 180 0.49 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 226 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. 14-15,11-14: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 4-13, 7-12 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=-327(LC 10) 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=-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=-881/2113, 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, Extedor(2E) 17-0-0 to 21-0-0, Extedor(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 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. 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 joint(s) except Qt=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. February 11,2021 A 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tall 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 LOT 21/5 WATERSTONE T22807051 2644813 A06 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:37 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-vMxz_Oy01PsGyck83WtIOFuoJkvmRMOAkH7YjRzmG_S rt-4-01_ _ 8-8-0 15-0-0 23-0-0 29.4-0 38.0-0 39-4-Q 1-4-0 8-8-0 6-4-0 8-0-0 6-4-0 8.8-0 1-4-0 6.00 12 5x6 = 21 22 5x8 = 5x8 5x8 3.00 12 15-0-0 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 [nor YES BCDL 10.0 Code FBC2020lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 'Except* 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 Horz 2=-291(LC 10) Max Uplift 2=-906(LC 12), 7=-906(LC 12) Max Grav 2=1650(LC 17), 7=1655(LC 18) Scale = 1:70.9 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.90 Vert(LL) 0.5811-12 >786 .240 MT20 244/190 BC 0.80 Vert(CT) -0.90 10-11 >507 180 MT20HS 187/143 WB 0.53 Horz(CT) 0.56 7 n/a ' n/a Matrix -AS Weight: 183 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11, 5-11, 6-10 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=-2631/1580, 5-6=-2948/1665, 6-7=-5035/2638 BOT CHORD 2-12=-2173/4946, 11-12=-2055/4649, 10-11=-1068/2635, 9-10=-2118/4273, 7-9=-223814549 WEBS 3-12=-43511398, 3-11=-2055/1124, 4-11=-333/961, 5-10=-340/1025, 6-10=-195411140, 6-9=-450I1303 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; Ca(. 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, Extedor(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;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 (jt=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. February 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 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 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807052 2644813 A07 HIP TRUSS 1 1 Job Reference (optional) rustaource Imam City, FL), Fiant City, FL - 3356 /, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:38 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-NYVMBkzenj_7amJKdEOXwTQzc8DQAotJyxt6FtzmG_R 1-4-0 7-3-2 6-8-0 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 4-0-0 6-0-0 6-0-0 4 4-0 4-14 7-3-2 1 4-0 6.00 12 5x8 = 2x4 11 5x8 = 25 6 26 7 Scale = 1:70.3 5x8 ;:: 3.00 12 5x8 zZ 38-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.63 14 >725 240 MT20 244/190 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: 223 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. 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(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=-4591/2660, 3-4=-4398/2599, 4-5=-3095/1890, 5-6=-3036/1939, 6-7=-3036/1939, 7-8=73095/1900, 8-9=-4398/2633, 9-10=-4591/2694 BOT CHORD 2-17=-2236/4136, 16-17=-1958/3847, 14-16=-1303/2755, 13-14=-1322/2755, 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 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 Extedor(2E) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 13-0-0, Extedor(2R) 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;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, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=906, 10=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. February 11,2021 ® 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 MTekO 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 ANS117P/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 Jpb Truss Truss Type City Ply LOT 21/S WATERSTONE �HluPsTRUSSs T22807053 2644813 1 1 Job Reference (optional) ouuueia ruarauw— Inmu -ty, ry, riem i Ly, rL - OODDr, 0.44U s NOV JU ZUZU MI I eK InaustneS, Inc. I nu reo 11 U6:b(:4U 2U21 rage 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-Jxd6cQ?uJKEgp3TjlfQ?OuWH1 yvgej3cQFMCKmzmG_P 1-4-0 7 3-3 8-8-0 11-0-0 19-0-0 27-0-0 29 4-0 0-8-1 38-0-0 9-4-0 1-4-02-4-0 8-0-0 8-0-0 2-4-0 -4-13 7-3-3 1-4-0 Scale = 1:68.9 5x8 = 2x4 II 5x8 = 3x4 5 26 6 27 7 3x4 1 6.00 12 2x4 \\ 4 8 2x4 3 9 28 0 ri 1.5x8 STP = 25 1.5x8 STP = 24 29 217 16 1514 13 12 19� tOx12 =6x8 = 6x8 5x8 = 6x8 = 10x12 = 10 0 5x8 5x8 3.00 12 8-8-0 11-0-0 19-0-0 27-0.0 29-4-0 38-0-0 8-8-0 ' 2-4-0 ' 8-0-0 8-0-0 2-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7 Edgel, [5:0-5-8,0-2-41 [7:0-5-8 0-2-41, rl0:0-2-7 Edge], rl3:0-3-8 0-3-121 rl6:0-3-8 0-3-121 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft 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 LumberDOL 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.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=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 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific, to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=906,10=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. February 11,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J9b 0 Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807054 2644813 A09 HIP TRUSS 1 1 Jab Reference (optional) ouuueia ni arauuruc tnanr'my, Want ury, r�-JJOo[, r1-4-01 7-3-2 , 9-0-0 15-7-0 1-4-0 7-3-2 1-8-14 6-7-0 6.00 12 1.5x8 STP = 21 5x6 = 4 23 24 2x4 3 8.4JU 5 NOV JU ZUZU MI I ex Inaustrles, Inc. I nu t-eD 11 u?3:bf:41 2U21 rage 1 6-10-0 6-7-0 '1-8-14 ' 3x4 = 5x6 = 5x6 = 5 6 25 26 7 2x4 8 Scale=1:68.9 M 0 1.5x8 STP = N 28 0 9 4 10 IT 0 5x8 zL- 5x8 % 3.00 12 8-8-0 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.03 12 >441 240 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.41 12-14 >324 1180 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 4-6,6-7: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.1 *Except* WEBS 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=-130/287, 8-11 =-1 39/284 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 171 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly;applied. 1 Row at midpt ' 5-14, 6-11 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) -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, Extedor(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 ANSI/TPI 1. angle to grain formula. Building designer should Verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=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. February 11,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ev. 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 andproperly 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 WOW 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/TPl1 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 1Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807055 2644813 A10 HIP GIRDER 1 2 Job Reference (optional) ouuucia ru arouw cc main Iry, ry, Want ury, rL- oaoor, dAM S NOV 3U ZUZU MI IeK Incustries, Inc. I nu Feb 11 08:57:53 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-RRvOLs92FKt_t3yD?u921 dYfEBQtBfBXPm00HVzmG_C V-Oi 4-1-4 7-0-0 11-9-10 16-7-3 21-4-13 26-2-6 31-0-0 33-10-12 3811 39-40 '1-4-0 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 5x6 = 3 25 1.5x8 STP = 1 2 18 36 0 5x12 = 3x6 3x4 = 3x4 = 5x6 = 3x4 = , = 26 4 27 28 5 29 30 6 31 32 33 7 34 35: 85x6 17 16 37 15 38 39 14 40 41 13 12 42 43 11 3x4 — 3x6 = 3x4 = 3x4 = 5x12 = 3.00112 Scale = 1:68.9 6.00 L12 n N 1.5x8 STP = N � N 10 Iv r 0 3x6 zz LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 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 1!80 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 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 directlylapplied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=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 at joint(s) except 9=-681(LC 8), 2=-492(LC 8), 16=-1936(LC 8), 14=-1903(LC 8), 13=-627(LC 8), 17=-254(LC 1) Max Grav All reactions 250 lb or less at joint(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 BOT CHORD 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 =-1 43/643, 7-11=-670/1175, 7-12=-999/867, 6-12=-993/1826, 5-16=-254/531, 4-16=-1057/787, 4-18=-1093/1828, 6-14=-1570/1070, 5-14=-740/561 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. 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: 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); 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 at joint 16, 1903 lb uplift at joint 14, 627 lb uplift at joint 13 and 254 lb uplift at joint 17. February 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511972020 BEFORE USE. � �— Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp A� T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI� k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IQ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807055 2644813 A10 HIP GIRDER 1 2 Job Reference (optional) ounuers rirstaource kmant city, t-Lj, runt city, rL - 33obl, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:53 2021 Page 2 NOTES- ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-RRvOLs92FKt_t3yD7u921 dYfEBQtBfBXPmOOH VzmG_C '+ 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 rand 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 down and 372 lb up at 31-0-0 on top chord, and 338 lb 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, 1741b 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 dawn 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(F) 30=-7(F) 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(F) 43=-58(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1812020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/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 Jab V s Truss Type Qty Ply LOT 21/5 WATERSTONE TA'lul'B T22807056 2644813 C HIP TRUSS 1 1 Job Reference (optional) 0 irstZiource (mant City, I-L), I'lant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:54 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-vdTPYCAgOd?rVDXPZbgHar517bhXw_dgeQlypyzm G_B 30.10-9 -1-4-0 5-10.8 12-11-12 17-0.0 19-7-8 1-0-0 25-0.10 29-6-o 2 4• 3&0.0 9-4.0 1-4-0 5-10.8 7-1-5 4-0-4 2-7-8 1-4-8 4.0-10 3-5-6 0.10. 7-1-8 1A-0 1-6-9 Scale = 1:70.7 4x6 = 7x10 = 6.00 F12 54 = Sx8 = 3.00112 5x8 zz LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.56 11-12 >808 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.83 11-12 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS 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 Horz 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=-2088/1387, 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; 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 Extedor(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 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 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) 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 892 Ito uplift at joint 2 and 892 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 1 sheetrock be applied directly to the bottom chord. February 11,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 BEFORE USE. ° Design valid for use only with Mi fek® 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 andfor 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 ANSI7TpI1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East Jpb Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807057 2644813 Al2BC HIP TRUSS 1 1 Job Referenda (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:57:56 2021 Page 1 ID:vq WgkLM89b-5SJg 1 yNvyjHzHH5m-rOb9zuBwYFFZkXhohOilfGAOCPN80uuz5kE3ugzm G_9 -1 4-0 7-9-4 15-0-0 18-M z3-0-0 , z50.10 zs-4-0 30-10-9132-11-12 , 38-0-0 3s-4-oi 1-0-0 I 7-9-4 7-2-12 3-3-8 4-8-8 2-0-10 1-. 1-6-9 2-1-3 if 0 3x6 = 5x8 = 6.00 12 4x6 = 5x6 = 5 27 28 6 18 " 16 15 2x4 II 3x6 = 5x8 = 2x4 II Avr 3.00112 i 7-9 4i 15-0-0 18-3-8 19-7-8 23-0-0 28-6-0 2y-4-p 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)— '[3:0-4-010-3-0], [4:0-6-0,0-2-8], [6:0-3-0,0-2-0] [7:0-2-12,0-3-0] [9:0-2-7,Edge], [11:0-4-0,Edge], [13:0-5-8,Edge] 5x8 Scale=1:70.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.98 BC 0.93 WB 0.80 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.59 11-12 >770 240 Vert(CT) -0.78 11-12 >588 180 Horz(CT) 0.40 9 n/a n/a PLATES GRIP MT20 244/190 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 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, Inlerior(1) 1-8-0 to 15-0-0, Exterior(21R) 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 897 lb uplift at joint 2 and 897 lb uplift at joint 9. 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. February 11,2021 ® 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®oonnectors. This design is based only upon parametersshown, 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 ANS11rP11 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 4ob Truss Truss Type City Ply LOT 21/5 WATERSTONE T22807058 2644813 A13BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTrk Industries, Inc. Thu Feb 11 08:57:57 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-JC8XAECZJYNQMgG_EjE_CTjDaoix7KS6K0_cQGzmG_8 �-4-0, 6-9-4 13-0-0 18-3-8 25-0-0 29-4-0 32-11-12 38-0-0 39-4-Q '1-4-0' 6-9-4 6-2-12 5-3-8 6-8-8 3-7-12 5-0-4 1-4-0 5x8 = 6.00 12 4x6 = 5x6 = 26 5 27 6 1f 10 14 3x6 = 2x4 II 3x6 = 4x12 = 2x4 II 3.00112 5x8 = 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 `Except' 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except` 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) Scale = 1:70.3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.88 Vert(LL) 0.54 13 >841 240 MT20 244/190 BC 0.90 Vert(CT) -0.73 11-12 >626 180 WB 0.84 Horz(CT) 0.39 8 n/a n/a Matrix -AS Weight: 205 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 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=01272, 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=-1415/971, 7-10=450/1077 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) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2R) 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. 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 joint 8. 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. February 11,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mi fek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JOb a Truss Truss Type City Ply LOT 2115 WATERSTONE T22807059 2644813 A14BC HIP TRUSS 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:00 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-knggpGERc-n?D8?Zwsnip6LiXOIBKfHZOMCG1 bzmG_5 1-1-0-0 5-4-13 _ 11-0.0 18-3-8 27-0-0 29-4-0 32-11-12 38-- O ,39-4-0 1-0-0 5-0-13 5.7-3 7-3-8 8-8-8 2-0-0 3-7-12 5-0-0 1-0.0 5x8 = 3x4 11 5x8 = 26 0 27 6 Scale=1:68.9 'A�a 0 L6 4 IyN 7 11 15 14 3x6 — 2x4 11 3x6 = 3x4 II 3.0012 5x8 ZZ = 4x12 = 29-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.64 13 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.8711-12 >523 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.39 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 202lb 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 10-0-0 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. (Ib) -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=-462/935, 6-11=-537/992, 7-11=-1109/830, 7-10=-467/1008 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 Extedor(2E) -1-4-0 to 1-8-0, 1nterior(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, 1nterior(1) 31-2-15 to 394-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 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. February 11,2021 ® 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 Mi fek®wnnectors. 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 ANS117P/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 Type Qty Ply LOT 2115 WATERSTONE �A15BC T22807060 2644813 HIP TRUSS 1 1 Job Reference (optional) r1-4-0 6-3-6 9-0-0 14-11 '1-4-0 6-3-6 2-8-10 5-1c 5x8 = o— s rvuv av 4U4U M r ex maustries, inc. i nu reD i i uts:ots:uz zuzl rage i ID:vgWgkLM89b_5SJglyNvyjHzHH5m-gAyQExGh857jSSBxIGpAvXQ5bpP8oZHsTghN6UzmG_3 18-3-8_ 26-0-8 29-0-0 31-8-10 38-0-0 39-4-0 3-5-4 7-9-0 2-11-8 ,2-8-10 6-3-6 1-4-0 Scale=1:68.9 6x12 MT20HS = 5x8 = 4x6 = 3x4 = a nn 171-1- 4 30 31 5 6 32 7 33 8 2x4 \� 2x4 3 9 29 34 1.5x8 STP = 1.5x8 ST 16 15 28 35 2 8x14 MT20HS = 8x12 = 0 21 20 19 18 17 14 13 12 4x6 = 5x12 = 2x4 I 2x4 II 5x8 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.79 17 >577 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -1.02 17 >448 180 MT20HS 187/143 BCLL 0.0 Rep Stress ]net YES WB 1.00 Horz(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 6-18,7-13: 2x4 SP No.3, 15-16: 2x4 SP No.1 WEBS 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=-888(LC 12) Max Gram 2=1500(LC 1), 10=1508(LC 1) FORCES. (lb) -Max. Comp./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=-5456/3034, 6-7=-4727/2657, 7-8=-4607/2592, 8-9=-2506/1506, 9-10=-2715/1604 BOT CHORD 2-21=-1256/2367, 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, 6-1 5=-1 025/475, 12-15=-1170/2618, 8-15=-1673/3324, 8-12=-1195/533, 9-12=-323/373 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 16-18, 13-15 1 Row at midpt 6-15 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 Extedor(2E) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 9-0-0, Extedor(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 tail 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 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 11,2021 WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511.9/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parametersshown, 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 ANS11TPl1 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 Jpb � Truss Truss Type Oty Ply LOT 21/5 WATERSTONE T22807061 2644813 A16C Hip Truss 1 Job Reference o tional ounucia niaro�urca knout -ty, rLl, narn i 11y, rL - OJOO f, o.43U S NOV 3U 2UZU MI I eK Inauslrles, Inc. I hu l'eb 11 08:58:03 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-8MWoRHHJvO7a4bj8b_KPRkzJ8DIGX1 b?iKRwewzmG_2 r1 4-0, 3-9-4 7-0-0 �_ 11-2-8 15-5-0 18-7-8 22.4-0 26-0-8 31-0-0 34-2-12 38-0.0 39-4-0 3-9-4 3-2-12 4-2-8 4-2-8 3-2-8 3-8-8 3-8-8 4-11-8 3-2-12 3-9-4 1-4-0 6x6 = 6.00 12 3 46 = 4x12 = 3x4 II 7x10 = 3x4 II 4 5 6 7 8 30 10x20 MT20HS 9 1.5x8 STP 2 1.5x8 STI 17 15 16 MT20HS = M1 0 23 22 21 20 19 8xl4 MT20HS 4 13 12 2x4 II 7x10 = 2x4 II 4x6 = 4x6 = 3x6 = 4x6 = 3x4 II 3x4 = 15-5-0 Scale = 1:68.9 Im M 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 LumberDOL 1.25 Rep Stress Incr NO Code FBC2020fTP12014 CSI. TC 0.62 BC 0.90 WB 0.93 Matrix-MSH DEFL. in Vert(LL) 1.36 Vert(CT) -1.43 Horz(CT) 0.50 (loc) I/dell L/d 18 >336 240 18 >319 180 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 459 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-14 oc purlins. 3-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly' applied or 6-0-1 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 17-19, 13-15 15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except` 17-20: 2x4 SP No.2, 5-17,9-15: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=620(LC 5) Max Uplift 2=-1791(LC 8), 10=-171O(LC 8) Max Grav 2=2999(LC 13), 10=2799(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6041/3425, 3-4=-7137/4172, 4-5=-7954/4631, 5-6=-18929/11123, 6-7=-19274111325, 7-8=-16733/9777, 8-9=-16256/9566, 9-10=-5666/3285 BOT CHORD 2-23=-3478/5761, 21-23=-3465/5730, 20-21=-4505/7536, 19-20=-275/460, 6-17=-201/461, 16-17=-11306/19094, 15-16=-11306/19094, 13-15=-318/702, 12-13=-209/564, 10-12=-2741/4985 WEBS 3-23=-381/745, 3-21=-1358/2470, 4-21=-941/609, 4-20=-598/1112, 5-20=-5617/3421, 17-20=-5674/9549, 5-17=-7129/12051, 12-15=-2783/4853, 9-15=-6805/11821, 9-12=-1175/810, 7-17=-479/617, 7-15=-2123/1269 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat; Il; 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 nonconcurrenfwith any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1791 lb uplift at joint 2 and 1710 lb uplift at joint 10 February 11.2021 r O�n MRBMM-Rdesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511.9/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i YT ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb t Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807061 2644813 A16C Hip Truss 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:03 2021 Page 2 I D:vq WgkLM89b_5SJgl yNvyjHzHH5m-8M WoRHHJvO7a4bj8b_KPRkzJ8DIGX1 b?iKRwewzm G_2 ` NOTES- 11) 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 12) 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 on top chord, and 384 lb down and 311 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 23-24=-20, 23-31 =-1 00(F=-80), 19-31=-20, 18-19=-20, 15-17=-20, 13-14=-20, 12-13=-180(F=-160), 12-27=-20 Concentrated Loads (lb) Vert: 3=-205(F) 23=-379(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 andlor 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 ANSIM11 Quality Criterla, 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 Jpb y Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807062 2644813 B01C GABLE 1 1 Job Reference o tional Dunuers rlrsioDurce Irian[ trlry, r-L.l, rlant uty, rL - adoor, 6.46U S NOV 3U ZUZU Mi t eK Inaustfles, Inc. I nu re0i l uts:b8:U4 ZU21 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-cZ3BedHygiFRil IKghseyVXXdGyGfBBx_AUAMzmG_1 ` -1-4-0 1-4-3 5-1-4 9-6-0 13-10-12 19-0-0 20-4-0 1-4'TI 3-9-1 4-0-12 4-4-12 5-1-4 1-4-0 Scale = 1:39.8 5x8 11 8 6.00 FIT 7 9 6 5 5x6 i 3x4 i 4 3 3334 2 32 �1 31 3940 23 5x8 = 3x8 II [7L� r 19 3x4 3x4 = 10 11 5x6 11 ��l 3x4 3013 n 3536 18 17 16 4243 M 3x4 = 5x8 = 3x8 11 1 14 37 Plate Offsets (X,Y)— [2:0-4-0,0-3-1], [2:0-3-8,Edge], [4:0-3-0,0-1-12], [12:0-3-0,0-1-12], [14:0-4-0,0-3-1], [14:0-3-8,Edge], [24:0-1-14;0-2-4], [25:0-2-2,0-2-9], [26:0-2-2,0-2-9], [27:0-3-2,0-2-4], [30:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.07 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.03 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 134 lb FT = 20 % LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 14=0-4-0 Max Horz 2=-181(LC 10) Max Uplift 2=-856(LC 12), 14=-856(LC 12) Max Grav 2=709(LC 1), 14=709(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 28, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1133/1617, 4-5=-880/1264, 5-6=-833/1247, 6-7=-840/1263, 7-8=-843/1321, 8-9=-831/1282, 9-10=-841/1244, 10-11=-835/1230,11-12=-881/1246,12-14=-1132/1598 BOT CHORD 2-23=-1341/1006, 22-23=-135511003, 21-22=-1355/1003, 19-21=-863/721, 18-19=-863/721, 17-18=-1357/1002, 16-17=-1357/1002, 14-16=-1342/1005 WEBS 21-24=-268/460, 21-25=-501/242, 8-25=-538/325, 8-26=-501/309, 18-26=-498/240, 18-27=-268/484, 4-24=-236/491, 25-28=-152/274, 26-28=-148/267, 12-27=-234/498 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 Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-4-13, Exterior(2R) 9-4-13 to 13-6-0, Interior(1) 13-6-0 to 20-4-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 Do. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 856 lb uplift at joint 2 and 856 lb uplift at joint 14. 10) Girder carries hip end with 2-0-0 end setback. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be aoDlied directiv to the bottom chord February 11,2021 COnt�1e0 0fll�&kIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE, USE. ' esign vat tthh use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek_ 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 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 Jqb , Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807062 2644813 B01C GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:04 2021 Page 2 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-cZ3BedHygiFRil IK9hseyVXXdGyGfB8x_AUAMzmG_1 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 14 lb up.at 17-0-0, and 24 lb down and 14 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 31-32=-54, 2-32=-14, 2-34=-54, 8-34=-50(F=4), 8-35=-49(F=4), 14-35=-54, 14-37=-14, 37-38=-54, 2-40=-20, 40-42=-18(F=2), 14-42=-20 Concentrated Loads (lb) Vert: 40=-12(F) 42=-12(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSH7Pll 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 Jpb Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807063 2644813 802C COMMON TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:06 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-YxBx3JJCBJV8x3SjG6u63NbuGRxakWAR01faFFzmG_? -1-4.0 , 5-1-4 9-6-0 13-10-12 19-0-0 204-0 ' 1-4-D ' 5-14 r 4-4-12 4-4-12 5-1-4 14-0 I 3x4 = 3x8 II 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 FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-9: 2x4 SP No.2 P WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 6x8 = 46 = 3x4 = 18-6-0 Scale = 1:35.5 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.37 Vert(LL) 0.09 8-20 >999 240 MT20 2441190 BC 0.29 Vert(CT) 0.07 8-20 >999 180 WB 0.43 Horz(CT) 0.00 6 n/a ri/a Matrix -AS Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-4-0 except Gt=length) 10=5-4-0. (lb) - Max Horz 2=193(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 11 except 2=-350(LC 12), 10=-572(LC 12), 6=-620(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 9, 11 except 2=293(LC 21), 10=652(LC 1),6=51O(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-373/833, 5-6=-492/855 BOT CHORD 6-8=-555/403 WEBS 3-10=-2431397, 4-10=-490/639, 4-8=-711/318, 5-8=-225/419 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 Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-6-0, Extedor(2R) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-4-0 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where, used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 14 except Ot=lb) 2=350, 10=572, 6=620. 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. February 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addillonal 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 ANSI171ol1 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 1 Tampa, FL 36610 Io Job Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807064 2644813 B03C COMMON 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:07 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-181JHfKgydd?ZD1vggPLca739qGZT DbdyP8nhzmG_ 5-0-4 9-6-0 13-11-12 18-8-0 ' 1-4-0 5-0-4 ' 4-5-12 4-5-12 4-8-4 Scale = 1:35.8 46 = 3x4 = V 1.5x8 STP = 3x4 = 3x4 = 6-9-4 6-2-12 5-8-0 Plate Offsets (X,Y)— [6:0-0-0 0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.09 7-12 >738 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.08 7-12 >853 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly'applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0, 7=0-8-0 Max Horz 2=188(LC 11) Max Uplift 6=-246(LC 12), 2=-395(LC 12), 7=-495(LC 12) Max Grav 6=195(LC 22), 2=539(LC 1), 7=744(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/606, 3-4=-535/558, 4-5=-65/303, 5-6=-142/252 BOT CHORD 2-9=-453/614 WEBS 3-9=-283/421, 4-9=-283/436, 4-7=-548/301, 5-7=-262/469 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 9-6-0, Exterior(2R) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 18-8-0 zone; end vertical left and right exposed; porch 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 100 lb uplift at joint(s) except Ot=lb) 6=246, 2=395, 7=495. 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. February 11,2021 A 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb , Truss Truss Type Oty Ply LOT 21/5 WATERSTONE T22807065 2644813 CJ1 JACK -OPEN TRUSS 2 1 Job Reference o tional uuu�ma ru aiouw uo trial n i.ny, r�l, nam ­Ly, r, e.4Ju s niov SU zuzu mi I eK Incusines, Inc. I nu t-ex) 11 Ud:b6:U6 2U21 rage 1 ID:vgWgkLM89b_5SJgl yNvyjHzH H5m-VKJhU?KSjwmsANc5OXwa8ogFZEhiCW Lksc8h I8zm Fzz -1.4-0 0-11-4 1-4-0 0-11-4 � 1 0-11-4 0-11-4 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Horz 2=98(LC 12) Max Uplift 2=-226(LC 12), 4=-17(LC 1) Max Grav 2=158(LC 1), 4=63(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:7.6 3)- 0.13lx3.5" TOENAILS PLATES GRIP MT20 244/190 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. 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 Extedor(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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide' will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=226. February 11,2021 I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/19/2020 BEFORE USE.' Design valid for use only with Mi-rek® connectors. This design is based only upon parametersshown, 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 MiTpik_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb , ss Truss Type City Ply LOT 21/5 WATERSTONE Tcriu, T22807066 2644813 A JACK -OPEN 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30'2020 MiTek Industries, Inc. Thu Feb 11 08:58:09 2021 Page 1 ID:JX7PKxQ3czyKGOIJ8GuTCaz nGKS-zWt4iLL4UEujoWBHxFRph7DQIeO3xzbu4GuFgazmFzy -1-4-0 0-114 1-4-0 0-114 Scale = 1:7.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-21(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=246. February 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qty Ply LOT 21l5 WATERSTONE T22807067 2644813 CJ1 V JACK -OPEN TRUSS 4 1 Job Reference (optional) ounucw ru arouuwe tnaur ury, ry, nanr i.ny, rr-- 0000r, 21.43U 5 NOV JU LULU MI I eK Inaustrles, Inc. I nU Feb 11 U8:58:12 2U21 Page 1 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 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 FBC2020f'rP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. 0 or 0 Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% Structural wood sheathing directly applied or 0-11-4 oc pudins. Rigid ceiling directly applied or 6-0-0 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=211. February 11,2021 ®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 MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTPl1 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 Jpb , Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807068 2644813 CJ3 Jack -Open 2 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:16 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-GsojAkRTrOmk8bDesD3STU?cXTOT47Kvir46agzmFzr -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 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 Extedor(2E) -1-4-0 to 1-8-0, Interior(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 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. February 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 611912020 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 ANSI1TP11 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 Jpb Truss pe Qly Ply LOT21/5WATERSTONET22807069 LJACK-TOYPEN 2644813 CJ3V TRUSS 4 1 Job Reference (optional) (mant city, FL), Plant city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:18 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH15m-CFwTaPSkN?ORNvNOze6wYv5y1G4vY1pCg9ZDfZzmFzp -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (pso SPACING- 2-0-0 CSI. 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 FBC20201TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. Structural wood sheathing directly applied or 2-11-4 ocpurlins. 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) -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 at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. February 11,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I79/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor 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 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 Jpb s Truss Type Qty Ply LOT 21/5 WATERSTONE JCJU5 T22807070 2644813 Jack -Open 2 1 Job Reference (optional) tviam cny, I-L), F'iant city, FL - 33bb7, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:21 2021 Page 1 I D:vq WgkLM89b_5SJg 1 yNvyjHzHH5mcgbcDRVcfwOOEM5bemfdAXiP W UOIIOZfr7otGtzm Fzm -1-4-0 4-11-4 1-4-0 4-11-4 3x4 = Scale = 1:17.6 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 0.56 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 FBC2020ffP12014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-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. 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 4-10-8 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component, 6904 Parke East Blvd. Safelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job a Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807071 2644813 CJ5V JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1.4-0 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.2 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) 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:23 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-ZDjMe7WsBXekTgF_mBh5FyokNHh6Dl3xJRH_KmzmFzk Scale=1:17.6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.60 Vert(LL) 0.07 4-7 >810 240 MT26 244/190 BC 0.51 Vert(CT) -0.07 4-7 >881 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 18 lb FT = 20 BRACING - TOP CHORD Structural wood;sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid'e will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=133, 2=189. 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. February 11,2021 ® 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 andior chord members only. Additional temporary and permanent bracing MOW 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 ANS117Plf Quality Criteria, DSB-69 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 fob , a Truss Truss Type City Ply LOT, 21/5 WATERSTONE T22807072 2644813 EJ2 JACK -OPEN TRUSS 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:26 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-znPVG9YIUS1 JK8_ZRJFotbQKOVgmQfoO?PVex5zm Fzh i -1-4-0 2-0-0 ' 1-4-0 2-0-0 Scale=1:10.3 19 6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft 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 0.06 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a rile BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=124(LC 12) Max Uplift 3=-38(LC 12), 2=-229(LC 12), 4=-28(LC 9) Max Grav 3=34(LC 1), 2=170(LC 1), 4=31(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 Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=229. February 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 property Incorporate this design Into the overall � building design. Bracing indicated is to prevent buckling of individual truss/�ss web and/or chord members only. Additional temporary and permanent bracing " !Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/Building Component, 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qly Ply LOT 21/5 WATERSTONE T22807073 2644813 EJ7 JACK-0PEN TRUSS 7 1 Job Reference (optional) ce kmani Lacy, t-Lj, mant city, FL - 33bti7, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:28 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-vAWFhga?04H 1 aR8xZkHGyOV WylJ_uZlgSj_I?zzm Fzf -1-4-0 7-0-0 1-4-0 ' 7-0-0 1. 7 3x6 = Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 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 n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=183(LC 17), 2=336(LC 1), 4=121(LC 3) j 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 Extedor(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 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 11,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 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 ANS117Pl1 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 obb a russ TV Truss Type Illy LOT21/5WATERSTONET22807074►2644813 JACK-OPENTRUSS 6 7P1y:: Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:30 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-sZe06WcFYhXkplHKg9Jk1 Rarm6?oMTozwlTs4szmFzd -1.4-0 5-0-0 1-4-0 ' 5-0-0 Scale=1:22.6 3x6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl � L/d 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 LumberDOL 1.25 BC 0.83 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=184(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=6:0psf; 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 at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 11,2021 I ® WARNING - verify design parameters and READ NOTES ON THIS AND INOLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik` 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, OSB-89 and BCSI Building Component, 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job v r e Truss Truss Type city Ply LOT 2115 WATERSTONE T22807075 2644813 EJ7VP JACK -OPEN TRUSS 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:32 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-oxmmXCd W41nS33RioaMC6sgGVvgMpH BGNLyy8lzm Fzb -1-4.0 4-0-0 5-0-0 7-0-0 1-4 4-0-0 1-0-0 2-0-0 Il0 46 Scale = 1:22.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.58 BC 0.88 WB 0.33 Matrix -AS DEFL. in Vert(LL) 0.34 Vert(CT) 0.30 HOrz(CT) -0.02 (loc) Udell Lid 6-9 >242 240 6-9 >275 1,80 2 n/a n/a PLATES GRIP MT20 244/190 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 Horz 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 forces 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=350, 5=284. 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. February 11,2021 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 iTek_ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 o 1 y Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807076 2644813 HJ2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:36 2021 Page 1 5SJg 1 yNvyjHzHH5m-gj?HMZg07XHuXglU 1 PQ8Hiq 1 XXDnIAHs IzwAH Wzm FzX 2-9-3 Scale = 1:10.1 r 2-9-3 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Hors 2=79(LC 8) Max Uplift 3=-47(LC 7), 2=-282(LC 8), 4=-44(LC 6) Max Grav 3=14(LC 1), 2=161(LC 1), 4=29(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); end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=282. 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, B=27)-to-3=38(F=8, B=8), 5=0(F=10, B=10)-to-4=-14(F=3, B=3) February 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use,'the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf 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 1 1, a Truss Truss Type Qty Ply LOT 2115 WATERSTONE T22807077 2644813 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:58:39 2021 Page 1 ID:vq WgkLM89b-5SJgl yNvyjHzHH5m-51hP?bjvQSgTO8U2iY—rvKS WXk9vyTgl_w9qurzmFzU -1-10-10 5-10-4 9-10-13 1-10-10 5-10-4 4-0-9 i Zx4 — Scale=1:22.2 .5-10-4 9-10-13 5-10-4 4-0-9 Plate Offsets (X,Y)— [2:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 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/TP12014 Matrix-MSH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly'applied or 9-1-12 oc bracing. 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 farces 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 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 chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=240, 2=273, 5=174. 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 (pif) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) February 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall /�iTek� 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 ANSYTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job o . Truss Truss Type Qty Ply LOT 21/5 WATERSTONE T22807078 2644813 HJ7V DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 8.430 s Nov 30 2020 MiTek,Industries, Inc. Thu Feb 11 08:58:44 2021 Page 1 1_SSJgl yNvyjHzHH5m-RFU I21m 1 F_IIVvMOV5aOcO9Nols2djG18Csba2zmFzP 4-5-15 Scale = 1:22.2 N p n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 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/rP12014 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 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1137/516 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 a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=123, 2=331, 5=152. 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 80 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 responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-6(F) 13=-61(F) 15=-9(F) 16=-36(F) February 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 andfor 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 ANSIM11 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 Symbols PLATE LOCATION AND ORIENTATION 3/; 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. 01167 - -I- For 4 x 2 orientation, locate plates 0- "is" from outside - edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section 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. O 2 U d O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) N 3 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 [CC -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 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire.retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.