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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 rF D 8 Maitland, Florida 32751 f. P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com k Website: www.fdseng.com ENOINEERINO ASSOCIATES January 13, 2021 Building Department Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes 26 Blk. 5 Waterstone 5356 Vespera St. 1512 A LH 21-0160 Builders First Source 1/11/21 2598003 160 C Joaquin Velez To whom. it may concern, We -have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is. only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 1/13/2021 Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" 4� aA�Bws ! 8T804 •`�( 4 • • y ®o TAT - OF .r Luis Pali drigrr�s���. FL. # 87 64 tiV>G C CJl\ CJ3\ CJ5\ AU Mi AO! AO AN AO! AO' AO' AO' AO' AO; A0 AO AO AO A0 AO AO Al Al Al Al Al ri LO > n K CC) [] U U W W W W IIJ W C) C) U J. Room ie��iereer MW7 111111 e■r 1�III �SOON _ .. Elm ll 050el\ in ■ MIN © .1 ��,� •o 10 11 vault NE3/12 _ � I 11-� le . 1-011 ceiling 11 11 e� • , .-- qI_0" ceiling III REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques construction, coordinating his work with that of all o gr trades and performing his work in a safe and satis ry manner. FL R DA DESIGN SOLUTIONS Date ' ►3 At BY - Submittal Bo. Project NO. - Eng1 "ubqo"' Name VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SORE:, CEIUNG FRANUNG REQUIRED IN MU) BY BUILDER 1AAw \VINO FORCE RESISMG SnTRTUCZ HYBRO W ASCE7-10 ENCLOSED IMPORTANT EXPOSURE CATEOORY C OCCUPANCY CATEGORY B wPID LOAD 160 MPH wO:D IMPORTANCE FACTOR 1A0 This Drawing Must Be Approved And Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10A PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL• 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL' 07 PSF TCDL• 10 PSF BCDL: 10 PSF BCDL' 6 PSF By Data TOTAL: 37 PSF TOTAL, 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO ,THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backeharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 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 BUILDER: Adams Homes PROJECT: Single Family MODEL 1512 A ADDRESS: 1 5373 SAN BENEDETTO PL LOT / BLOCK- 19/5 SUBDIVISION: WATERSTONE CITY., FT PIERCE DRAWN BY: JOB # : �2598()03 0108/10 PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. Builders Combining to serve you better 4408 Airport Road Plant City, FL 33583 Ph.(813) 305-1300 Fax (813) 305-1301 RE: 2597992 MiTek USA, Inc. LOT 26/5 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2597992 Lot/Block: 26/5 Model: 1512 A Address: 5356 VESPERA ST Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 individual, dated Truss Design Drawings and 3 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22401102 A01 1/11/2021 21 T22401122 Z02 1/11/2021 2 T22401103 A02 1/11/2021 22 T22401123 Z03 1/11/2021 3 T22401104 A03 1/11/2021 4 T22401105 A04 1/11/2021 5 T22401106 A05 1/11/2021 6 T22401'107 A06 1/11/2021 7 T22401108 A07 1/11/2021 8 T22401109 A08 1/11/2021 9 T22401110 A09 1/11/2021 10 T22401111 A10 1/11/2021 11 T22401112 Al2 1/11/2021 12 T22401113 A13 1/11/2021 13 T22401114 A14 1/11/2021 14 T22401115 CJ 1 V 1/11/2021 15 T22401116 CJ3V 1/11/2021 16 T22401117 CJ5V 1/11/2021 17 T22401118 EJ7V 1/11/2021 18 T22401119 EJ7VP 1/11/2021 19 T22401120 HJ7V 1/11/2021 20 T22401121 Z01 1/11/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIITPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, chapter2. 11, 2021 1ofI Job Truss Type Qty Ply LOT 26/5 WATERSTONE �AOulss �SPECIALTRUSS T22401102 2597992 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:24 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-t4pfJzLtILoRXXREpl7wOmzPOb9?yhb3i WeD Izwmcn r1-4-0, 7-1-8 8-8-0 12-11-6 19-0-0 25-0-10 29-4-0 30-10-$ 38-0-0 39-4-0 r1 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 5x6 = 6.00 12 5x8 5x8 3.00 r12 19-0-0 29-4-0 Scale = 1:68.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Incr YES WB 0.90 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2 WEBS 1 Row at midpt 6-11, 4-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max 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=-127112667, 10-11 =-1 304/2666, 8-10=-224414182 WEBS 5-11=-82811510, 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 Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 906 lb uplift at joint 8. 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. January 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473''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 �1 AA building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVI 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 ANS11rPI1 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 obb Trss Truss Type Qty 26/5 WATERSTONET22401103J2597992 JP71yL(IOT A SPECIALTRUSS 1 Reference (optional) ounaels nrsrauurce IPIan1 u1y, FL), Plan[ city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:26 2021 Page 1 I D:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-pSxPkfN7gy29mradxA90TGsK?gHoTt5uX??I I Bzwmcl 1-4-0 7-1-8 8-8-0 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. Scale = 1:68.6 5x6 = 6.00 12 M O — II — II Lx4 II 5x8 3.00 F12 2x4 11 5x8 ZZ LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.66 11-13 >693 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.93 Vert(CT)-0.8411-13 >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.51 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 242 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. Except: 12-13,10-12: 2x8 SP 240OF 2.OE, 14-18: 2x4 SP No.2 10-0-0 cc bracing: 11-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11, 4-11 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max 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=-4614/2613, 3-4=-4374/2536, 4-5=-2163/1384, 5-6=-2163/1375, 6-7=-4368/2541, 7-8=-4609/2619 BOT CHORD 2-13=-2195/4160, 11-13=-1295/2711, 10-11=-1328/2710, 8-10=-2237/4155 WEBS 5-11=-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. 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) 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 906 lb uplift at joint 2 and 906 lb uplift at joint 8. 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. January 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® 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 ANS11TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/5 WATERSTONE T22401104 2597992 A03 SPECIAL TRUSS 2 1 ' Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:27 2021 Page 1 ID:vq WgkLM89b_5SJg1 yNvyjHzHH5m-HfUox?NlbGA00?9pUthd?TOVuDd2CKQ11fllgdzwmck F1-4-0, 7-1-8 ,8-8-0, 12-11-6 1%0.0 25-0-10 29-4-0 30-10-8 38-0-0 3s-a-a 1.4-0 1-6-8 4-3-6 6-0-10 6-0-10 4-3-67-1-8 5x6 = 6.00 12 Scale = 1:71.3 LX4 11 2X4 11 2x4 11 2x4 11 2x4 11 5x8 5x8 3.00 F12 29-4-0 38-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITPI2014 CSI. TC 0.92 BC 0.93 WB 0.84 Matrix -AS DEFL. in (loc) I/defl 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: 245lb 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 =-1 325/2704, 8-10=-2237/4156 WEBS 5-11=-839/1548, 6-11 =-1 039/819, 6-10=-884/1707, 4-11 =-1 083/814, 4-12=-871/1746, 3-12=-257/351, 7-10=-266/351 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 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 ANSIITPI 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 906 lb uplift at joint 2 and 906 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. GRIP 244/190 187/143 FT=20% January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 trussss web and/or chord members only. Additional temporary and permanent bracing M�.TI�i k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17fP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 Job Truss Truss Type Oty Ply LOT 26/5 WATER STONE T22401105 2597992 A04 SPECIAL TRUSS 5 1 Job Reference o tibnal Firstaource (Plant City, t-L), Plant tiny, FL - 33bbf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:28 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-lr2A9LO NMalt?9kO2bCsYgxixdz4xoHA_J UrM4zwmcj 1-4-0 6-8-5 12-11-12 19-0-0 25-0-10 29-4-0 0-10-9 38-0-0 9-4-0 1-4-0 6-3-7 6-0.4 6-0-10 4-3-6 7-1-7 1-4-0 5x6 = 6.00 12 Scale=1:67.8 3x6 = 7x10 = 2x4 II 3.00112 5x8 ZZ 10-0-0 19-0-0 1 -7 8 29-4-0 38-0-0 10-0-0 9-0-0 0-7- 9-8-8 8-8-0 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-4-0 0-3-0] [8:0-2-7 Edge] [10.0-4-0 0-3-4] [11.0-2-8 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.78 Vert(LL) 0.56 10-11 >807 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -1.15 10-11 >396 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 6-11, 5-13, 11-14 10-11: 2x4 SP M 31, 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-362(LC 10) Max Uplift 2=-903(LC 12), 8=-903(LC 12) Max Grav 2=1483(LC 1), 8=1483(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2648/1596, 3-4=-2400/1485, 4-5=-2062/1362, 5-6=-2100/1374, 6-7=-4434/2528, 7-8=-4671/2606 BOT CHORD 2-14=-124212331, 10-11 =-1 302/2664, 8-10=-2225/4217 WEBS 3-14=-381/413, 4-11=-441/441, 6-11=-1074/809, 6-10=-894/1844, 5-11=-838/1483, 11 -1 4=-986/2094, 7-10=-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 Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `6) Bearing 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 903 lb uplift at joint 2 and 903 lb uplift at joint 8. • 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. January 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® 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 ANSIfrP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26l5 WATERSTONE T22401106 2597992 A05 HIP TRUSS 1 1 Job Reference(optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:29 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-D1cYMhPO7tQkdJJCcij55uUr lJ8gGPKDzEPuWzwmci 1-4-0 7-3-2 8-8-0 17-0-0 21-0-0 29-4-0 0-8-1 38-0-0 9-4-0 1-4-0 7-3 8-4-0 4-0-0 8-4-0 -4-14 7-3-2 19 5x8 = 6.00 12 5x6 = Scale = 1:69.8 5x8 Zz 5x8 3.00 12 29-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.59 13-15 >767 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.89 Vert(CT) -0.76 13-15 >599 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.49 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS 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. 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 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-2-15, Intedor(1) 25-2-15 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 906 lb uplift at r 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 sheetrock be applied directly to the bottom chord. January 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 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 ANS//TP/i 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 26/5 WATERSTONE T22401107 2597992 A06 HIP TRUSS 1 1 Job Reference (optional) awiders r9staource triant Lity, ruj, mant L:Ity, rt.-33bbt, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:30 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-hEAwaOQeuBYbFSuOAOEKd5000RgIPlyTRdzyRyzwmch r14-0, 8-8-0 15-M 23-0-0 294-0 38-M 394-0 6-4.0 8-0-0 6-4-0 8-8-0 1-4-0 Scale = 1:70.3 5x6 = 6.00 12 21 22 5x8 = 5x8ZZ 5x8 � 3.00 12 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 0.90 BC 0.80 WB 0.53 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.58 11-12 >786 240 -0.90 10-11 >507 180 0.56 7 n/a n/a PLATES MT20 MT20HS Weight: 183 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 *Except* WEBS 1 Row at midpt 3-11, 5-11, 6-10 11-12,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max 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) 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 =-1 068/2635, 9-10=-21.18/4273, 7-9=-2238/4549 WEBS 3-12=-435/1398, 3-11=-2055/1124, 4-11=-333/961, 5-10=-340/1025, 6-1 0=-1 954/1140, 6-9=-450/1303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 1.8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-0-0, Extedor(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 39-4-0 zone;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 atjoint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 19) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 906 lb uplift at joint 7. 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. January 11,2021 ® WARNING - Verify design 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 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 property 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 ANS11TPil 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 26/5 WATERSTONE T22401108 2597992 A07 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:32 2021 Page 1 ID:vq WgkLM89b_5SJg1 yNvyjHzHH5m-eclg_i RuQoo IUm2n HRGoiW6MXEKetehmvxS3Vrzwmcf 1-4-0 7-3-2 -8-8-0 13-0-0 19-0-0 25-0-0 - 29-4-0 0-8-1 38-0-0 9-4- 1-4-0 7-3-2 -4-14 4.4-0 6-0-0 6-0-0 4-4-0 -4-14 7-3-2 1.4-0 6.00 12 5x8 3.00 r12 5x8 = 2x4 11 5x8 = 25 6 26 7 25-0-0 29-4-0 5x8 Scale = 1:70.3 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 0.93 Vert(LL) 0.63 14 >725 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.79 14 >581 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 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=-3095/1.900, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, 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 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 906 lb uplift at joint 2 and 906 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. January 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 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 chard 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 ANSU7PIi 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 LOT 26/5 WATERSTONE TAOU8 �HIPTRUSS T22401109 2597992 1 1 Job Reference (optional) —y, , /, I,a„, . ny, o.vau s rvov ou ZUZU nm t eK mcusines, Inc. oun ian to i t:ea:'Ja zuzi rage 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-6ps3C2SWB6w96wdzr8ol FkeWCegpc6ew8bCcl Hzwmce 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 1-4-0 7-3-3 -4-13 2-4-0 8-0-0 8-0-0 2-4-0 -4-13 7-3-3 1-4-0 Scale=1:68.9 5x8 = 2x4. I 5x8 = 3x4 i 5 6.00 12 26 6 27 7 3x4 2x4 \\ 4 8 ytq 3 928 0 c� 1.5x8 STP = 25 1.5x8 STP = 24 29 17 16 2 15 14 13 12 0 d 1 10x12 = 6x8 = 4.111 6xB —_ 5x8 = 6x8 = 10x12 = 10 11 Iy N 0 5x8 3.00 12 5x8 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,Edge] [5:0-5-8 0-2-4] [7:0-5-8 0-2-4] [10:0-2-7 Edge], [13:0-3-8 0-3-12] [16:0-3-8 0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.75 14 >605 240 MT20 2441190 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/TP12014 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-0-0, Extedor(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 906 lb uplift at joint 2 and 906 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. January 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 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 ANSI7TPIi 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 26/5 WATERSTONE T22401110 2597992 A09 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:34 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-a?PRPOT8xQ20j4C9PrJ GoxBkH2OrLX43MFxAajzwmcd r1-4-0, 7-3-2 9.0-0 15-7-0 22-5-0 29-0-0 30-8-14 38-0-0 39-4-0 1-4-0 7-3-2 1-8-14 6-7-0 6-10-0 6-7-0 1-8-14 7-3-2 1-4-0 5x6 = 3x4 = 6.00 12 2x4 \\ 4 23 24 5 3 22 1.5x8 STP = 21 14 2 13 yt1 6x12 MT20HS = 4x10 MT20HE o - 5x6 = 5x6 = 6 25 26 7 2x4 Scale = 1:68.9 5x8 zZZ 5x8 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-6,6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except` 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) 38-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.78 Vert(LL) 1.03 12 >441 240 MT20 244/190 BC 0.92 Vert(CT) -1.41 12-14 >324 180 MT20HS 187/143 WB 0.65 Horz(CT) 0.70 9 n/a n/a Matrix -AS Weight: 171 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 6-11 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=-15251923, 5-12=0/388, 6-12=01379, 6-11 =-1 540/927, 7-11=-961/1705, 3-14=-1301287, 8-11 =-1 39/284 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 9-0-0, 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 atjoint(s) 2, 9 considers parallel to grain value using ANSIITPI 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 906 lb uplift at joint 2 and 906 lb uplift at joint 9. 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. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MF 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-69 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/5 WATERSTONE T22401111 2697992 A10 HIP GIRDER 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:44 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-HwODWpbQbUJbwcy4_yUcC2cXv4VPh8GXgpMiw8zwmcT -1-0-0, 4-1-0 7-0-0 11-9-10 , 16-7-3 21.4-13 26-2-6 31-0-0 33-10-12 38-0-0 ,39-4-0 -0' 4-1-0 2-10.12 4-9-10 4-9-10 4-9-10 4-9-10 4-9-10 2-10.12 4-1-4 1-4-0 5x6 = 3x4 = 3x4 = 3 25 26 4 27 28 529 30 5x6 = 3x4 = 6 31 32 33 i 34 35 Scale = 1:68.9 8 5x6 = 6.00 12 rn N 1.5x8 STP = N N 1 9 10 j _ O 3x6 :;:� 3.00112 3x6 Zz 19-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.39 Vert(LL) 0.20 14-16 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.15 14-16 >559 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.05 13 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-MSH Weight: 335 lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=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 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 atjoint(s) except 9=947(LC 1), 2=615(LC 17), 16=1757(LC 17), 14=2087(LC 1), 13=741(LC 1), 17=532(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-2570/1560, 3-4=-1051/785, 4-5=-580/683, 5-6=-954/1717, 6-7=-1215/874, 7-8=-2298/1492, 2-3=-1254/814 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=-109311828, 6-14=-1570/1070, 5-14=-740/561 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: 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 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 ANSIfrPI 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 atjoint 9, 492 lb uplift at joint 2, 1936 lb uplift atjoint 16, 1903 lb uplift atjoint 14, 627 lb uplift atjoint 13 and 254 lb uplift atjoint 17. January 11.2021 'ontinued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 26/5 WATERSTONE T22401111 2597992 A10 HIP GIRDER 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:45 2021 Page 2 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-16abj9b2MoRSYmXHYf?rkG8ifUreQb W huT6FTazwmcS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 372 lb up at 7-0-0, 182 lb down and 216 lb up at 9-0-12, 105 lb down and 73 lb up at 11-0-12, 100 lb down and 73 lb up at 13-0-12, 100 lb down and 73 lb up at 15-0-12, 100 lb down and 73 lb up at 17-0-12, 100 lb down and 73 lb up at 19-0-12, 100 lb down and 73 lb up at 21-0-12, 100 lb down and 73 lb up at 23-0-12, 163 lb down and 216 lb up at 24-11-4, 168 Ib 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, 174 lb down and 304 lb up at 17-0-12, 174 lb down and 304 lb up at 19-0-12, 174 lb down and 304 lb up at 21-0-12, 174 lb down and 304 lb up at 23-0-12, 81 lb down at 24-11-4; 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 338 lb down and 162 lb up at 30-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 8-10=-54, 3-8=-54, 1-3=-54, 11-19=-20, 11-18=-20, 18-22=-20 Concentrated Loads (lb) Vert: 8=-143(F) 3=-143(F)11=-338(F)18=-338(F)14=-174(F) 13=-58(F) 17=-1 74(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. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �LOT26/5WATERSTONE T22401112 2597992 Al2 Special Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:46 2021 Page 1 ID:vgWgkLM89b_5SJg 1 yNvyjHzHH5m-DJ8zxVcg76ZJ9w6T6NW4HThpNu6L9ufg77ro?l zwmcR r1-4-0, 6-8-5 12-11-12 19-0-0 2CO-8 30-6-7 38-0-0 39-4-0 1 4-0 6-3-7 6-0-4 7-0-8 4-5-15 7-5-9 1-4-0 5x6 = 6.00 12 Scale=1:67.3 -- 16 - 12 11 10 3x6 = 7x10 2x4 II 2x4 II 5x8 = 3x6 = 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 Cade FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 2-17: 2x4 SP No.1, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=362(LC 11) Max Uplift 2=-899(LC 12), 8=-894(LC 12) Max Grav 2=1490(LC 1), 8=1498(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.65 Vert(LL) 0.40 12 >999 240 MT20 244/190 BC 0.94 Vert(CT)-0.6416-17 >708 180 WB 1.00 Horz(CT) 0.24 8 n/a n/a Matrix -AS Weight: 220 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 6-14, 5-16, 14-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2665/1587, 3-4=-2417/1475, 4-5=-2085/1352, 5-6=-2136/1348, 6-7=-3596/2011, 7-8=-2684/1520 BOT CHORD 2-17=-1234/2345, 13-14=-149813218, 6-13=-462/1151, 8-10=-118012332 WEBS 3-17=-380/415, 4-14=-436/434, 6-14=-1583/969, 10-13=-128512613, 7-13=-276/859, 7-10=-1055/638, 5-14=-778/1459, 14-17=-974/2109 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, 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 899 lb uplift at joint 2 and 894 lb uplift at joint 8. 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. January 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®conneclors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSI7TPI1 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 2615 WATERSTONE T22401113 2597992 Special Truss 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:47 2021 Page 1 ID:vgWgkLM89b_5SJgl yNvyjHzHH5m-hViL8rdluPhAn4hff42JphE2NHRkuS WzMnbMXTzwmcQ 1-4-0 6.85 12-11-12 19-0-0 1 -7 8 25-0-8 30-6-7 38-0-0 9-0-0 1 4-0 6-8-5 6-3-7 6-04 -7- 5-5-0 5-5 15 7-5 9 1 4-0 Scale = 1:67.3 3x6 = 6.00 12 2x4 11 5 6 4 0t N 0 3x6 = 5x8 = 4x6 = 6x8 = 2x4 II 3x6 = 10-0-0 19-5-12 19,7-8 25-0-8 25�2d 30-6-7 38-0-0 10-0-0 9-5-12 0-1-12 5-5-0 0-1-12 5 4-3 7-5-9 Plate Offsets (X,Y)— [4:0-3-0 0-3-0], [5:0-3-0,Edge] [8:0-3-0 0-3-0] [16:0-4-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.29 15-16 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.44 15-16 >526 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.08 12 We n/a BCDL 10.0 Code FBC2020ITP120.14 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No.1, 6-15,7-12: 2x4 SP No.3 WEBS 1 Row at micipt 4-15 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 12=0-3-8, 15=0-3-8. (lb)- Max Horz 2=362(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-656(LC 12), 12=-446(LC 12), 9=-505(LC 12), 15=-205(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=862(LC 17), 12=934(LC 18), 9=643(LC 18), 15=1192(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1247/980, 3-4=-10331866, 4-5=-288/554, 5-6=-263/532, 6-7=-284/576, 7-8=-197/467, 8-9=-698/611 BOT CHORD 2-16=-706/1278, 15-16=-324/676, 14-15=-413/30, 6-14=-365/80, 12-13=457/255, 7-13=-360/301, 11-12=-333/560, 9-11=-332/566 WEBS 3-16=-400/420, 4-16=-201/771, 4-15=-873/564, 8-12=-713/416, 8-11=0/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 656 lb uplift at joint 2, 446 lb uplift at joint 12, 505 lb uplift at joint 9 and 205 lb uplift at joint 15. 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. January 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 ANS/1rP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply LOT 26/5 WATERSTONE �Au4 T22401114 2597992 GABLE 1 1 Job Reference o tional Irst8ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:49 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-eup6ZWfZP1xuONr2nV4nu6JLr5CyMHvGp44TcMzwmcO 20-3-12 1-4.0 6-8-5 12-11-12 17-8-0 19-0.0 25.0.8 30.6.7 38-0 9-4-0 1-0-0 6.6-5 6-3.7 4-8-8 -3-12 4-8-12 5-5-15 1-0-0 1-3-12 Scale = 1:73.7 3x6 = 6.00 12 25 23 68 3x6 = 6x8 = 5x8 = 5x8 = 3x4 =3x6 = 19-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.15 15-65 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.19 15-65 >823 180 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.15 16 n/a n/a BCDL 10.0 Code FBC2020/TPj2014 Matrix-MSH Weight: 302lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-23,19-23: 2x4 SP No.2 P. 19-29,9-16: 2x4 SP No.3 6-0-0 cc bracing: 17-18,16-17 WEBS 2x4 SP No.3 9-7-1 cc bracing: 15-16 OTHERS 2x4 SP No.3 9-0-9 cc bracing: 13-15. JOINTS 1 Brace at Jt(s): 56 REACTIONS. All bearings 19-7-8 except Qt=length) 16=0-3-8, 13=0-8-0. (lb) - Max Horz 2=350(LC 7) Max Uplift All uplift 100 lb or less at joints) 19, 20, 27 except 2=-264(LC 8), 16=-462(LC 8), 13=-536(LC 8), 25=-740(LC 8), 28=-111(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 20, 21, 22, 24, 26, 27, 28, 2 except 16=968(LC 14), 13=728(LC 14), 25=721(LC 13), 19=251(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-178/368, 5-6=-187/506, 6-7=-104/493, 7-8=-107/479, 8-9=-136/606, 9-10=-73/397, 10-11=-111/392, 11-13=-798/616 BOT CHORD 16-17=-444/244, 9-17=-373/293, 15-16=-371/674, 13-15=-371/683 WEBS 4-25=-333/418,5-25=-495/549,16-49=-833/459,11-49=-862/472, 11-15=-9/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 chard and any other members, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and 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. 10) Bearing at joint(s) 18 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 27 except 3ontfjjftT9lt!)tam eft=462, 13=536, 25=740, 28=111, 2=264 January 112n21 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 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. Addilional 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 ANS11TPil 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 Oty PlyLOT 2615 WATERSTONET22401114 T 2597992 GABLE 1 1 Job Reference (optional) inuiibers FirsiSource (mant city, t-L), mant uty, hL - SSbbf, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:49 2021 Page 2 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-eup6ZWfZP1xuONr2nV4nu6JLr5CyMHvGp44TcMzwmcO NOTES- 12) Girder carries tie-in span(s): 3-0-0 from 26-8-0 to 36-0-0 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: 7-66=-54, 7-67=-54, 19-58=-20, 17-18=-20, 16-69=-20, 69-70=-33(F=-13), 61-70=-20 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verily 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 ANSIITP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 26/5 WATERSTONE TC'Ju1sVS T224011152597992 JACK OPEN TRUSS 4 1 Job Reference o tional Builders Flrstsource (Plant city, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:50 2021 Page 1 ID:vgWgkLM89b_SSJg 1 yNvyjHzH H5m-64NUmsfBAK3IeXQELDbORJrbVVhH5wBQ2kp08ozwmcN i -1-4-0 0-1 1-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 5 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 Harz 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. Structural wood sheathing directly applied or 0-11-4 oc purlins. 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 Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 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) 3, 4 except (jt=lb) 2=211. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® 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 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 ANS117P11 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 2615 WATERSTONE T22401116 2597992 CJ3V JACK -OPEN TRUSS 4 1 Job Reference o tional Irstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:50 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-64NUmsfBAK3leXQELDbORJrbW g_5wBQ2kpO8ozwmcN -1-4-0 2-11-4 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi 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 LumberDOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=66(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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 ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. January 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@ connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type OtyPlyLOT 26/5 WATERSTONET22401117 T 2597992 JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. -1-4-0 Jxv 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:51 2021 Page 1 ID:vgWgkLM89b_5SJglyNvyjHzHH5m-aGxs_CgpxeBcGh7Ruw6F_XOhsvwGgNRZHOZZgEzwmcM 4-11-4 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20%s LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=124(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 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 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 ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mi rekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 26/5 WATERSTONE T22401118 2597992 EJ7V JACK -OPEN TRUSS 6 1 Job Reference o Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:52 2021 Page 1 ID:vg WgkLM89b_5SJgl yNvyjHzHH5m-2TVEBYhRiyJTuradSddU Wkxnm l BYZghiV217CgzwmcL -1-4-0 5-0-0 7-0-0 1-4-0 5-0-0 Scale = 1:22.9 3x6 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.21 4-7 >888 240 MT20 2441190 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/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structuralwood 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.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 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. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply �10T`21/501ATERSTONE T22401119 2597992 EJ7VP JACK -OPEN TRUSS 7 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:52 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-2TVEBYhRiyJTuradSddU Wkxs?IAeZIbiV217CgzwmcL -1-4-0 4-0-0 5-0-0 7-0-0 1-4-0 4-0-0 1-0-0 2. 46 m 9 0 t; Scale = 1:22.9 Plate Offsets (X,Y)— [2:0-0-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.34 6-9 >242 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.88 Vert(CT) 0.30 6-9 >275 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 29 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max 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. 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; 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 ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=350,5=284. 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. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1.9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPi1 Quality Criteria, DSB-69 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 T22401120 2597992 HJ7V DIAGONAL HIP GIRDER 2 1 �ILOT2615WATERSTONE Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:54 2021 Page 1 ID:vq WgkLM89b_5SJgl yNvyjHzHH5m-_rd?cEihEZaB78j?a2gyb90Fp6x_l fB?zMn EHZzwmcJ -1-10-10 54-14 9-10-13 ,-,Flu5-4-14 4-5-15 3x4 9-10-13 Scale = 1:22.7 5.4-14 4-5-15 Plate Offsets (X,Y)-- [2:0-1-3,Edge]. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 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/TP12014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=-10311631 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-1 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); 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 (jt=1b) 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) January 11,2021 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 WNW 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 Job Truss Truss Type Qty Ply LOT 26/5 WATERSTONE T22401121 2597992 Z01 Jack -Open Truss 2 1 Job Reference (optional) Y-u s rvuv ou cucu rvu r ert nruusuies, mu. oun uan iu i _i aa:o4 zuci rage -i ID:vgWgkLM89b_5SJglyNvyjHzHH5m- rd?cEihEZaB78j?a2gyb9OFk6lklkA?zMnEHZzwmcJ 2-1-11 2-1-11 Scale = 1:10.2 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP120.14 Matrix -MP Weight: 9 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-5, 4=Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-27(LC 12), 2=-204(LC 12) Max Grav 3=37(LC 17), 2=182(LC 1), 4=32(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. or 2-1-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to 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=204. January 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 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 ANSI117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 26/5 WATERSTONE T22401122 2597992 Z02 Jack -Open Truss 3 1 Jab Reference o tional ttuuders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 11:39:55 2021 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-S1BNpajJ?1i2111C7mBB8NZREWN2mBQ9BOXnp?zwmcl -1-4-0 2-0-0 1-4-0 2-0-0 Scale = 1:10.3 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=124(LC 12) Max Uplift 3=-29(LC 12), 2=-186(LC 12) Max Grav 3=39(LC 17), 2=170(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=186. January 11,2021 A 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 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 PlyTJb 5 WATERSTONE T22401123 2597992 Z03 Jack -Open Truss 2 erence (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 1011:39:55 2021 Page 1 ID:vq WgkLM89b_5SJg 1 yNvyjHzHH5m-S1 BNpajJ?ti211IC7m BBSNZREWOOm BQ9BOXnp?zwm cl -1-4-0 1-4-8 ' 1-4-0 1-4-8 Scale = 1:8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020rrPI2014 Matrix -MP Weight: 7 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-8 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=105(LC 12) Max Uplift 3=-12(LC 9), 2=-200(LC 12) Max Grav 3=18(LC 17), 2=158(LC 1), 4=31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=200. January 11,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/; 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. 4 ? orientation, locate _- 'lie' 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. Effi Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C1-2 C2.3 0 WEBS q� 4 � m O= O U a� _ EL U O a ~ c7-6 c6a cs s 00 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek` MiTek Engineering Reference Sheet: MII-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 ANSVTPI 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. s