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HomeMy WebLinkAboutTrussPI MEMEIIIII>•EREENE r7�y��ENEEl�i�l■�I��I, ll .1_ ISO 6"A INA .1- 'im II MOWN -'-.-_ OWN _ 1 gym®® ®� - 11 r I 1 �r•t�-.� 11 1• II IfWkEVIEWED ❑ REVIEWED WITH NOTATIONS ❑ iNOTSEE �VI�� j ❑ REVISE AND RESUBMIT 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 of construction, coordinating his work with that of all other trades and performing his work in a safe and sai: dory manner. 7 FLORIDA DESIGN SOLUTION NC. Date By Submittal BO._.....Project No. 1 Eng —' project Name: VERIFY ALL DIMENSIONS AND CEIUNG CONDInONS PRIOR TO APPROVAL SOME CEILING FRAMING REGXRED IN FIELD BY MWER MANVNNFORCERESIST SYSTEMIC4H MDWINOASCE7.10 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCYCATEGORTV This Drawing Must Be App roved And WIND LOAD16NCE Returned Before Fabrication Will WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT MTN ANY OTHER WE 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 By Date BCDL: 10 PSF BCDL: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections, ROOF PITCH: 6112 CEILING PITCH: 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: FBC2017 BEARING HEIGHT SCHEDULE J BUILDER: Adams Homes PROJECT: Single Family MODEL: 1820 B ADDRESS. 5338 SAN BENEDETTO PL LOT I BLOCK: 11915 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: K SANCHEZ JOB # : 1 2261973 DATE: 10212612090 1 SCALE: I NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. 6,BumiMem ■ .E tSou e 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 Altamonte Springs, Florida 32701 DB 249 Maitland Avenue, Suite 3000 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES March 11, 2020 Building Department Ref: Adams Homes Lot: Lot 119 Blk 5 Subdivision: Fort Pierce - Waterston Address: 5338 San Benedetto Pl. Model: 1820 B LHG KA # 20-1547 Truss Company: Builders First Source Date of drawings: 2/27/20 Job No.: 2261973 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have an questions, lease do not hesita `t c� 1� F 1 �Qs Y Y q p � � 41 A8t_p ` tee, Sincerely, N lv,� 87884 • ftP d rgOP Z 7F OR I D �.•'••�i�0�` 3/11/2020 Carl A. Brown, P.E. Luis Pablo Toi's,:r eo�°° Todd M. Born, P.E. FL. # 56126 FL. # 87864 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" � c � MiTek RE: 2261973 119/5 WATERSTONE Site Information: Customer: Adams Homes Port St Lucie Lot/Block: 119/5 Address: 5338 SAN BENEDETTO PL City: Fort Pierce MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Project Name: 2261973 Model: 1820 B Subdivision: Waterstone-St Lucie County State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 31 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 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 T19536090 A01 2/27/2020 21 T19536110 C3V 2/27/2020 2 T19536091 A02 2/27/2020 22 T19536111 C5 2/27/2020 3 T19536092 A03 2/27/2020 23 T19536112 C5V 2/27/2020 4 T19536093 A04 2/27/2020 24 T19536113 D02 2/27/2020 5 T19536094 A05 2/27/2020 25 T19536114 E3 2/27/2020 6 T19536095 A06 2/27/2020 26 T19536115 E7 2/27/2020 7 T19536096 A07 2/27/2020 27 T19536116 E7V 2/27/2020 8 T19536097 A08 2/27/2020 28 T19536117 E7VP 2/27/2020 9 T19536098 A09 2/27/2020 29 T19536118 H3 2/27/2020 10 T19536099 A10 2/27/2020 30 T19536119 H7 2/27/2020 11 T19536100 All 2/27/2020 31 T19536120 1-17V 2/27/2020 12 T19536101 Al2 2/27/2020 13 T19536102 B02 2/27/2020 14 T19536103 B03 2/27/2020 15 T19536104 B04 2/27/2020 16 T19536105 B05 2/27/2020 17 T19536106 C1 2/27/2020 18 T19536107 C1P 2/27/2020 19 T19536108 C1V 2/27/2020 20 T19536109 C3 2/27/2020 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, 2021. 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 ANSI/TPI 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 these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. loft 1� '" Q IN 68182 i ATE OF ,c4 Ft 1 a P \�`�. A% iin Velez PE Nd. 8182 �USA, Inc: FL C 6634 grk East Blv Tampa FL 33610 Velez, J February 27, 2020 Job Truss Truss Type Qty Ply 119/5 WATERSTONE is T19536090 2261973 A01 SPECIAL 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:41 2020 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-1 RgGN6iH8eHVKTUINATrcHbL?W3xs5CKB_zW6bzgyFu T 4-0, 6-3-0 11-11-12 19-10-0 27-8-4 33=5-0 _ 39-8-0 41-0-0 -4-0 6-3-0 5-8-12 7-10-4 7-10-4 5-8-12 6-3-0 1-4-0 ' 5x6 = 6.00 12 Scale=1:72.4 0 0 Iy N O 4x10 MT20HS % 3.00 12 4x10 MT20HS 8-8-0 17-6-8 22-1-8 31-0-0 39-8-0 8-8-0 8-10-8 4-6-15 8-10-8 8-8-0 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [8:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.60 12-14 >798 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -1.00 10-11 >475 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.56 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 197 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. 2-14,8-10: 2x4 SP M 31 WEBS 1 Row at midpt 6-11, 4-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-433(LC 8) Max Uplift 2=-797(LC 10), 8=-797(LC 10) Max Grav 2=1540(LC 1), 8=1540(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5015/2708, 3-4=-4724/2545, 4-5=-2447/1526, 5-6=-2447/1526, 6-7=4632/2545, 7-8=4908/2708 BOT CHORD 2-14=-2261/4844, 12-14=-1480/3327, 11-12=-656/1914, 10-11=-1480/3087, 8-10=-2261/4433 WEBS 5-11=-450/970, 6-11=-1297/858, 6-10=-708/1631, 7-10=-271/284, 5-12=-450/1024, 4-12=-1 385/858, 4-14=-708/1789, 3-14=-257/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-10-6, Exterior(2) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=797, 8=797. Joaquin'VelezOE N6:6818& MiTek USX Inc.;F,L•'Cer68634: W0.4 Parke East Blvd. Tampa FL'33610 Date: February 27,2020 ®wARN/NG--drydesign paramefers andREAD NOTES ON 7MS AND INCLUDED MITEK REFERENCEPAGEAW-7473 rev. 1WO312015 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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATER TONE c ti T19536091 2261973 A02 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:42 2020 Page 1 I D:193QG WBBpX3jR187zeOm7kz5?ad-VdNebSivuyPMyd3Uxu_48V8XywOUbWQUPej4el zgyFt 1-4-0 6-3-0 11-11-12 19-0-0 0-8-0 27-8-4 33-5-0 39-8-0 1-0-0 4 0 6-3-0 5-8-12 7-0-4 1-8-0 7-0-4 5-8-12 6-3-0 -40 6.00 12 5x8 % 3.00 12 3x4 = 5x6 = 5x6 = 5 6 5x8 Scale=1:74.1 8-8-0 15-7-7 19-10-0 24-0-9 31-0-0 39-8-0 8-8-0 8-11-7 42-9 4-2-9 6-11-7 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [4:0-4-0,0-3-0], [5:0-4-0,0-2-8], [6:0-4-0,0-2-8], [7:0-4-0,0-3-0], [9:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.61 11-12 >787 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.91 11-12 >522 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.57 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 218 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-16,9-11: 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=-417(LC 8) _ Max Uplift 2=-797(LC 10), 9=-797(LC 10) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4905/2771', 3-4=-4621/2604, 4-5=-2726/1736, 5-6=-1932/1427, 6-7=-2726/1736, 7-8=-4621/2604,8-9=-4905/2771 BOT CHORD 2-16=-2318/4717, 15-16=-1511/3216, 13-15=-741/1929, 12-13=-740/1929, 11 -1 2=-1 510/3090, 9-11=-2318/4431 WEBS 3-16=-282/293, 4-16=-739/1735, 4-15=-1216/789, 5-15=-569/1133, 5-13=-269/321, 6-13=-265/321, 6-12=-571/1066, 7-12=-1138/789, 7-11=-740/1605, 8-11=-296/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 15-0-6, Exterior(2) 15-0-6 to 24-7-10, Interior(1) 24-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) Joaquin Velez PE Nti:68182. 2=797; 9=797. MiTek USA; Iiic.,FL Cert 6634,. 6@04 Parke:EastBlyd. Tampa FL 3$610 "Date: February 27,2020 ® WARNING -Verify design parameters and READ NOTES ON TRISAND INCLUDED MITEK REFERENCEPAGE AM-7473 rev. 1WO32015 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 ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE K I T19536092 2261973 A03 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:43 2020 Page 1 I D:193QG WBBpX3jR187ze0m7kz5?ad-zpxl oojXfFXDZnegVbVJhihhWKl6KwQdelSdATzgyFs 1-4-0 6-3-0 11-11-12 17-0-0 22-8-0 27-8-5 33-5-0 39-8-0 1-0-0 4-0 6-3-0 5-8-12 5-0-5 5-8-0 5-0-4 5-8-12 6-3-0 4-0 Scale = 1:74.6 6.00 12 5x6 = 5x8 = 5x8 4x10 MT20HS 3.00 12 8-8-0 17-0-0 22-8-0 31-0-0 39-8-0 8-8-0 8-4-0 5-8-0 8-4-0 8-8-0 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:0-3-0,0-3-0], [5:0-3-0 0-2-0] [6:0-6-0,0-2-8], [7:0-3-0,0-3-0], [9:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.60 11-12 >789 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.98 11-12 >485 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.56 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. BOT CHORD 2x4 SP M 31 *Except* WEBS 1 Row at midpt 4-14, 6-14 13-15,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3. WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=376(LC 9) Max Uplift 2=-797(LC 10), 9=-797(LC 10) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5012/2919, 3-4=-4688/2731, 4-5=-2510/1689, 5-6=-2198/1600, 6-7=-2509/1689, 7-8=-4623/2731, 8-9=4924/2919 BOT CHORD 2-15=-2454/4800, 14-15=-1588/3237, 12-14=-968/2197, 11-12=-1588/3060, 9-11=-2454/4450 WEBS 3-15=-307/324, 4-15=-783/1792, 4-14=-1241/791, 5-14=-415/824, 6-14=-251/253, 6-12=-415/915, 7-12=-11681791, 7-11=-783/1646, 8-11=-319/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 13-0-6, Exterior(2) 13-0-6 to 26-7-10, Interior(1) 26-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = I O.Opsf. 7) Bearing at joint(s) 2, 9 considets parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=797, 9=797. Joaquin Velezj?E tJo:68182: MiTek USA; Inc.,Ktert 6634 -890.4 Parke -East Blvd. Tampa FL,33611)' Date: February 27,2020 ®WARNING-Vedfydesign paameters and READNO7ES ON THIS AND INCLUDED 0 17EKREFERENCEPAGEMI-7473 rev. 1010312015 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 ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE 4 t T19536093 2261973 A04 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:45 2020 Page! I D:193QG WBBpX3jRl87zeOm7kz5?ad-wC3nDTInBtnxp4o3cOXnm7m3i8QYoxXw5cxkFMzgyFq i1-4-0 5-11-1 9-6-9 15110 19-10-0 248-0 30-1-7 33-8-15 39-8-0 41-0-0, 4-0 5-11-1 3 7-9 5-5-7 4-10-0 4-10-0 5-5-7 3-7-9 5-11-1 4-0 0 5x8 \1 5x8 3.00 12 6.00 12 5x6 = 3x4 = 5x6 = 25 6 26 7 5x8 ZZ 5x8 // Scale=1:73.4 8-8-0 15-0-0 24-8-0 31-0-0 39-8-0 8 8-0 6-4-0 9-8-0 6 4-0 8-8-0 Plate Offsets (X,Y)— [2:0-2-3,Edge], [2:0-2-7,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-2-7,Edge], [10:0-2-3,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 0.79 Vert(LL) 0.57 13 >841 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.80 Vert(CT) -0.98 13-15 >484 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.56 10 n/a n/a. BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-335(LC 8) Max Uplift 2=-797(LC 10), 10=-797(LC 10) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4956/2969, 3-4=-4745/2875, 4-5=-2838/1878, 5-6=-2498/1782, 6-7=-2498/1782, 7-8=-2838/1878, 8-9=-4672/2875, 9-10=-4858/2969 BOT CHORD 2-16=-2491/4734, 15-16=-2098/4048, 13-15=-1332/2614, 12-13=-2098/3819, 10-12=-2491/4411 WEBS 4-16=-598/1328, 4-15=-164611009, 5-15=-513/980, 7-13=-513/980, 8-13=-1538/1009, 8-12=-598/1238, 6-15=-339/196, 6-13=-339/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 11-0-0, Exterior(2) 11-0-6 to 18-11-10, Interior(1) 18-11-10 to 20-8-6, Exterior(2) 20-8-6 to 28-7-10, Interior(1) 28-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 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 100 lb uplift at joint(s) except Qt=lb) 2=797, 10=797. Joaquin' Velez;PE No;88182 MiTek USA,. lnc.:FL°Cert 8834: 6904 Parke East -Blvd. Tempa,FL 33610 Date: February 27,2020 ,&WARIli1NG-Verify design parameters and READ NOTES ON 771ISANDI117CLUDEV AUEKREFERENCE PAGE MII-7473 rev. 10103,2015BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 119/5 WATERSTONE t T19536094 2261973 A05 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:46 2020 Page 1 I D:193QG WBBpX3jR187zeOm7kz5?ad-OOd9QplPyAvnQEN FAj3OJLJCyXkeXJf3KGhHnozgyFp i1-4-0, 6-8-0 13-0-0 19-10-0 28-8-0 _ 33-0-0 39-8-0 4-0 6-8-0 6 4-0 6-10-0 6-10-0 6 4 0 6-8-0 5x6 i 3 1.5x8 STP = 21 ro 2 0 1 5x8 3.00 12 5x8 = 6.00 12 3x4 = 4 23 24 5 22 14 13 12 6x12 MT20HS = 3x4 = 46 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-797(LC 10), 8=-797(LC 10) Max Grav 2=1540(LC 1), 8=1540(LC 1) 15-7-5 24-0-11 5x8 = 25 266 7 27 5x6 "z 7 11 10 3x4 = 6x12 MT20HS = Scale = 1:73.4 T 0 v 28 1.5x8 STP = 0 0 8 9 �; N Iv 0 5x8 zzz CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) 0.62 10-11 >762 240 MT20 244/190 BC 0.94 Vert(CT) -0.96 11-13 >498 180 MT20HS 187/143 WB 0.80 Horz(CT) 0.59 8 n/a n/a Matrix-MSH Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4919/3081, 3-4=-4613/2900, 4-5=-3036/2066, 5-6=-3036/2066, 6-7=-4613/2900, 7-8=-4919/3081 BOT CHORD 2-14=-2601/4556, 13-14=-146812821, 11-13=-1739/3223, 10-11=-1468/2821, 8-1 0=-2601/4445 WEBS 3-14=-371/405, 4-14=-1034/1926, 4-13=-156/535, 5-13=-399/285, 5-11=-399/285, 6-11 =-1 56/535, 6-1 0=-1 034/1815, 7-10=-378/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 22-8-6, Exterior(2) 22-8-6 to 30-7-10, Interior(1) 30-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to.prevent water ponding. 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 at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=797, 8=797. Joaquih'Velez PE k6:68182 :MiTek USA;Inc. FL,Cert 6634 8904 Parke-East'Blvd.,Tampa.FL 33610 Date: February 27,2020 ®wARN/NG- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMB-7473rev. 1010312015 BEFORE USE '' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE 1 T19536095 2261973 A06 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL - ssbbf, a.zwu s reu r zuzu wa r eK Ir1ou5u1e5, uw. I nu reu cr r cze:yr ZVZU rdye ID:193QG W BBpX3jR187zeOm7kz5?ad-saBXe9m2jU 1 e2OxSkRaFrYrN1 x8uGggDZwQrJ EzgyFo 1-4-0 5-11-1 11-0-0 17-0-0 22-8-0 28-8-0 33-8-15 39-8-0 1-0-0 4 0 5-11-1 5-0-15 6-0-0 5-8-0 6-0-0 5-0-15 5-11-1 4-0 Scale = 1:72.0 5x6 = 6.00 12 1.5x8 STP = 22 2x4 11 5x6 = 5x6 = 24 25 5 6 26 27 7 Sx8 5x8 3.00 12 8-8-0 16-10-11 22-9-5 31-0-0 39-8-0 8-8-0 8-2-11 5-10-11 8-2-11 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edoe] [4:0-3-8 0-2-4], [6:0-3-0,0-3-0], [7:0-3-8,0-2-4], [9:0-2-7,Edge] [11:0-7-0,0-3-91, [15:0-7-0,0-3-9] 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 0.93 Vert(LL) 0.73 12-14 >656 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.03 14-15 >464 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.58 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. BOT CHORD 2x4 SP M 31 *Except* 13-15,11-13: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-797(LC 10), 9=-797(LC 10) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/3132, 3-4=-4608/2864, 4-5=-4142/2720, 5-6=-4142/2720; 6-7=-4145/2722, 7-8=-4608/2863, 8-9=-4916/3132 BOT CHORD 2-15=-2653/4483, 14-15=-1780/3279, 12-14=-2270/4158, 11-12=-1781/3281, 9-11=-2652/4442 WEBS 3-15=-333/396, 4-15=-752/1516, 4-14=-550/1116, 5-14=-321/319, 6-12=-381/321, 7-12=-550/1117, 7-11=-749/1461, 8-11=-342/396 0 M 0 0 0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 24-8-6, Exterior(2) 24-8-6 to 32-7-10, Interior(1) 32-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3), Provide adequate drainage to prevent water ponding. 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 at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquie'Velez,PE No:6$182 2=797, 9=797. MiTek USA, Iric.,FL'Cert 6634 , 6904 Parke East Blvd. .Tampa FL[336,1`6 Date: February 27,2020 ® WARNING -Verily design parameters and READNOTES ON TNISAND INCLUDED MITEKREFERENCEPAGE 11411-7473rev. 10N312015 BEFORE USE. '' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE t ) T19536096 2261973 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2711:29:48 2020 Page 1 ID:193QG WBBpX3jR187ze0m7kz5?ad-KnlwrVngUo9VgYWeH85U0m0a8LXz?GRMoaAOshzgyFn 11-4-0 4 6-5 9-0-0 15-10 8 23-9-8 30-8-0 35-1-11 4-0 4 6-5 45-11 6-10-8 7-10-15 6-10-8 4 5-11 Scale = 1:72.0 5x6 = 3x4 = 5x8 = 5x6 = 6.00 12 4 27 2829 5 6 3031 32 7 3x4 i 3x4 1.5x8 STP = 3 26 833 N 25 34 1.5x8 STP = Ic 2 17 16 15 14 13 12 910 m1N 0 1 18 5x6 = 3x4 = 3x6 = 5x6 = 5x6 = 11 Io 2x4 II 3x4 = 2x4 II 3x6 3.00 12 3x6 zz 4 6-5 8-8-0 12-8-0 12-$ 14 19-10-0 26-0-0 31-0-0 35-1-11 39-8-0 4-6-5 T 4 1-11 4-0-0 0-0-14 7-1-2 6-2-0 5-0-0 4 1-11 4 6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.21 15-16 >745 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 15-16 >942 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 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 Qt=length) 16=0-4-0, 13=04-0. (lb) - Max Horz 2=212(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-288(LC 10), 9=-302(LC 10), 16=-686(LC 10), 13=-715(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=451(LC 15), 9=527(LC 16), 16=1125(LC 19), 13=1185(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/504, 3-4=-338/121, 4-5=-318/669, 5-6=-58/715, 6-7=-340/707, 7-8=-471/203, 8-9=-1083/577 BOT CHORD 2-18=-280/979, 17-18=-284/986, 16-17=-23/293, 15-16=-328/159, 13-15=-426/281, 12-13=0/332,11-12=-351/945, 9-11=-346/937 WEBS 3-17=-599/493, 4-17=-50/419, 4-16=-986/605, 5-16=-792/733, 5-15=-520/206, 6-15=-489/297, 7-12=-70/391, 8-12=-588/485, 6-13=-773/717, 7-13=-997/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 26-8-6, Exterior(2) 26-8-6 to 34-7-10, Interior(1) 34-7-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, 9 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 288 lb uplift at joint 2, 302 lb uplift at joint 9, 686 lb uplift at joint 16 and 715 lb uplift at joint 13. 8) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 Except: Joaquin Veliezk k.o.68182 ViTak USA,' Iric.;FL Cert 6634, 6904 Parke,East Blvd. Tampa,FL 33610 'Date: February 27,2020 ®WARNING-Ved/y design parametersandREAD NOTES ON THIS AND INCLUDED MITEX REFERENCEPAGENN-7473 rev- 10/03/2015 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 M building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing AiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATER TONE r 1 T19536096 2261973 A07 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t3.Z4U S reD t zuzu MI i eK Inaustrles, Inc. t nu reD Zi i i:zv:4o Zulu rage Z I D:193QGWBBpX3jR187zeOm7kz5?ad-KnlwrVngUo9VgYWeH85UOmOa8LXz?GRMoaAOshzgyFn LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 17-19=-20, 12-17=-20, 12-22=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=116. 2-25=70, 25-26=47, 4-26=70, 4-28=64, 28-31=53, 7-31=64, 7-33=70, 33-34=47, 9-34=70, 9-10=116, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Horz: 1-2=-125, 2-25=-78, 25-26=-56, 4-26=-78, 7-33=78, 33-34=56, 9-34=78, 9-10=125 5) Dead + 0.6 C-C Wind (Neg. Intemal).Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-41, 4-7=-36, 7-9=-41, 9-10=3, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=-17, 2-4=27, 7-9=-27, 9-10=17 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-4=13, 4-29=45, 29-32=26, 7-32=16, 7-9=31, 9-10=21, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Harz: 1-2=-50, 2-4=-22, 7-9=39, 9-10=29 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-4=31, 4-27=16, 27-30=26, 7-30=45, 7-9=13, 9-10=42, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Horz: 1-2=-29, 2-4=-39, 7-9=22, 9-10=50 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-36, 4-7=-16, 7-9=5, 9-10=15, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=12, 2-4=22, 7-9=19, 9-10=29 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=5, 4-7=-16, 7-9=-36, 9-10=-26, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=-29, 2-4=-19, 7-9=-22, 9-10=-12 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel:.Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-4=45, 4-7=45, 7-9=45, 9-10=74, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Horz: 1-2=-82, 2-4=-54, 7-9=54, 9-10=82 11) Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=16, 4-7=16, 7-9=16, 9-10=45, 17-19=-10, 16-17=-10, 13-16=20(F=30), 12-13=-10, 12-22=-10 Horz: 1-2=-53, 2-4=-25, 7-9=25, 9-10=53 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=-16, 7-9=-16, 9-10=-5, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-16, 4-7=-16. 7-9=-16. 9-10=-5, 17-19=-20, 16-17=-20, 13-16=10(F=30), 12-13=-20, 12-22=-20 Horz: 1-2=-9, 2-4=2, 7-9=-2, 9-10=9 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-61, 4-7=-45, 7-9=-30, 9-10=-22, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=9, 2-4=17, 7-9=14, 9-10=22 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-30, 4-7=-45, 7-9=-61, 9-10=-53, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=-22, 2-4=-14, 7-9=-17, 9-10=-9 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=-7, 2-4=1, 7-9=-1, 9-10=7 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-7=-45, 7-9=-45, 9-10=-37, 17-19=-20, 16-17=-20, 13-16=61(F=81), 12-13=-20, 12-22=-20 Horz: 1-2=-7. 2-4=1. 7-9=-1. 9-10=7 AkWARN/NG-Ven7y design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERMCEPAGEM11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 11915 WATERSTONE r I T19536097 2261973 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:50 2020 Page 1 ID:193QGWBBpX3jR187zeOm7kz5?ad-G9sgGBpwOPPDvsg1 PZ7yTBTww96CT5HfFufVwZzgyFl 11-4-0, 7-0-0 12-3-1 16-0-8 19-10-0 22-5-14 , 26-3-5 3%:8;2 39-8-0 i 4 0 7-0-0 5-3-1 3-9-8 3-9-8 2-7-14 3-9-8 6 4 11 7-0-0 5x6 = 6.00 12 3x6 :.,- 3.00 12 3x8 = 3x6 = 2x4 II 5x6 = 5x12 = 5x6 = 24 25 4 2627 28 5 29 30 6 31 7 32 833 34 35 9 3x8 = Scale = 1:72.0 do „It' 0 3x6 Zz 7-1-8 12-3-1 12_ -0 19-10-0 26-2-0 26-P-5 32-6-8 39-8-0 7-1-8 5-1-9 0-2-i5 7 4 0 6-4-0 0- -5 6-3-3 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-0,0-2-0], [4:0-3-8,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-2-8], [9:0-3-0,0-2-0], [10:0-0-10,Edge], [12:0-8-0,0-0-8], [13:0-3-8,0-3-0], LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL.. in (loc) I/deft Ud TC 0.83 Vert(LL) 0.2414-16 >696 240 BC 0.90 Vert(CT) -0.2714-16 >630 180 WB 0.95 Horz(CT) 0.06 10 n/a n/a Matrix-MSH PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-12 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 16=0-4-0, 13=0-4-0. (lb) - Max Horz 2=-171(LC 6) Max Uplift All uplift 100 lb or less at joints) except 2=-356(LC 8), 10=-429(LC 8), 16=-1695(LC 8), 13=-1859(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=612(LC 1), 10=697(LC 1), 16=2263(LC 1), 13=2397(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/434, 3-4=-1038/444, 4-5=-573/923, 5-6=-856/1302, 6-7=-856/1302, 7-8=-866/1022, 8-9=-1360/708, 9-1 0=-1 598/729 BOT CHORD 2-17=-263/1089, 16-17=-923/751, 14-16=-529/321, 13-14=-435/248, 12-13=-1022/891, 10-12=-507/1412 WEBS 3-17=-102/288, 4-16=-1311/939, 5-16=-1398/1438, 5-14=-602/680, 6-14=-421/437, 7-14=-775/753, 7-13=-1427/1490, 8-13=-1441/1137, 9-12=-14/366, 4-17=-1017/2098, 8-12=-1419/2494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint 2, 429 lb uplift at joint 10, 1695 lb uplift at joint 16 and 1859 lb uplift at joint 13. 8) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they Joaquin Velez PE No:68162 are correct for the intended use of this truss. ,MiTek USA; Inc: FL Cert6634' 6904 Parke East Blvd. Tampa, FL 3S610 Date: February 27,2020 ®WARNING- Verify design parameters and READ NOTES ON TMSAND INCLUDED MITEKREFERENCE PAGENN-7473 rev. 101032015 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE r I T19536097 2261973 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t3.Z4D s t-eD i zuzu MI I ek Inausrnes, mc. I nu reD .Z1 .i 1-.za:0U zuzu rage/ ID:193QGWBBpX3jR187zeOm7kz5?ad-G9sgGBpwOPPDvsg1 PZ7yTBTww96CT5HfFufvwZzgyFl NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)175 Ib down and 159 Ib up at 7-0-0, 111 Ib down and 197 Ib up at - 9-0-12, 111 Ib down and 197 Ib up at 11-0-12, 111 Ib down and 197 Ib up at 13-0-12, 111 Ib down and 197 Ib up at 15-0-12, 111 Ib down and 197 Ib tip at 17-0-12, 111 Ib down and 197 Ib up at 19-0-12, 111 Ib down and 197 Ib up at 20-7-4, 111 Ib down and 197 Ib up at 22-7-4, 111 Ib down and 197 Ib up at 24-7-4, 111' Ib down and 197 Ib up at 26-7-4, 111 Ib down and 197 Ib up at 28-7-4, and 111 Ib down and 197 Ib up at 30.7-4, and 175 Ib down and 356 Ib up at 32-8-0 on top chord, and 353 Ib down and 128 Ib up at 7-1-8, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 92 Ib down at 13-0-12, 92 Ib down at 15-0-12, 92 Ib down at 17-0-12, 92 Ib down at 19-0-12, 92 Ib down at 20-7-4, 92 Ib down at 22-7-4, 92 Ib down at 24-7-4, 92 Ib down at 26-7-4, 92 Ib down at 28-7-4, and 92 Ib down at 30-7-4, and 353 Ib down and 128 Ib up at 32-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 17-18=-20, 12-17=-20; 12-21=-20 Concentrated Loads (lb) Vert: 3=-175(B) 7=-111(B) 9=-175(B) 17=-330(B) 15=-46(B) 12=-330(B) 24=-111(B) 25=-111(B) 26=-111(B) 28=-111(B) 29=-111(B) 30=-111(B)'31=-111(B) 32=-111(B)33=-111(B)34=-111(B)35=-111(B)36=-46(B)37=-46(B)38=-46(B)39=-46(B)40=-46(B)41=-46(B)42=-46(B)43=-46(B)44=-46(B)45=-46(B) 46=-46(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-3=13,,3-27=45, 27-34=26, 9-34=16, 9-10=31, 10-11=21, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10 Horz: 1-2=-50, 2-3=-22, 9-10=39, 10-11=29 Concentrated Loads (lb) Vert: 3=130(B) 7=156(B) 9=257(B) 17=108(B) 15=-23(B) 12=108(B) 24=136(B) 25=136(B) 26=136(B) 28=156(B) 29=156(B) 30=156(B) 31=156(B) 32=1 56(B) 33=156(B) 34=156(B) 35=165(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 41=-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-3=31, 3-25=16, 8-25=26, 8-9=45, 9-10=13, 10-11=42, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10 Horz: 1-2=-29, 2-3=-39, 9-10=22, 10-11=50 Concentrated Loads (lb) Vert: 3=159(B) 7=156(B) 9=246(B) 17=108(B) 15=-23(B) 12=108(B) 24=165(B) 25=156(B) 26=156(B) 28=156(B) 29=156(B) 30=156(B) 31=156(B) 32=156(B) 33=1 36(B) 34=1 36(B) 35=1 36(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 41 =-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-36, 3-9=-16, 9-10=5, 10-11=15, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=12, 2-3=22, 9-10=19, 10-11=29 Concentrated Loads (lb) Vert: 3=54(B) 7=197(13) 9=315(B) 17=128(B) 15=-13(B) 12=128(B) 24=197(B) 25=197(B) 26=197(B) 28=197(B) 29=197(B) 30=197(B) 31=197(B) 32=197(B) 33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=5, 3-9=-16, 9-10=-36, 10-11=-26, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=-29, 2-3=-19, 9-10=-22, 10-11=-12 Concentrated Loads (lb) Vert: 3=54(B) 7=197(B) 9=356(B) 17=128(B) 15=-13(B) 12=128(B) 24=197(B) 25=197(B) 26=197(B) 28=197(B) 29=197(B) 30=197(B) 31=197(B) 32=197(B) 33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41'=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-3=45, 3-9=45, 9-10=45, 10-11=74, 17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10 Horz: 1-2=-82, 2-3=-54, 9-10=54, 10-11=82 Concentrated Loads (lb) Vert: 3=1 30(B) 7=1 36(B) 9=214(B) 17=1 08(B) 15=-23(B) 12=1 08(B) 24=1 36(B) 25=1 36(B) 26=1 36(B) 28=1 36(B) 29=1 36(B) 30=136(B) 31=136(B) 32=136(B) 33=136(B) 34=136(B) 35=136(B) 36=-23(B) 37=-23(B) 38=-23(B) 39=-23(B) 40=-23(B) 41 =-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-3=16, 3-9=16, 9-10=16, 10-1 1=45,17-18=-10, 16-17=-10, 13-16=49(F=59), 12-13=-10, 12-21=-10 Horz: 1-2=-53, 2-3=-25, 9-10=25, 10-11=53 Concentrated Loads (lb) Vert: 3=116(B) 7=165(B) 9=271(B) 17=108(B) 15=-23(B) 12=108(B) 24=165(B) 25=165(B) 26=165(B) 28=165(B) 29=165(B) 30=165(B)31=165(B)32=165(B)33=165(B)34=165(B)35=165(B)36=-23(B)37=-23(B)38=-23(B)39=-23(B)40=-23(B) 41 =-23(B) 42=-23(B) 43=-23(B) 44=-23(B) 45=-23(B) 46=-23(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=-5, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9 Concentrated Loads (lb) Vert: 3=72(B) 7=197(B) 9=335(B) 17=128(B) 15=-13(B) 12=128(B) 24=197(B) 25=197(B) 26=197(B) 28=197(B) 29=197(B) 30=197(B) 31=197(B) 32=197(B) 33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-3=-16, 3-9=-16, 9-10=-16, 10-11=-5, 17-18=-20, 16-17=-20, 13-16=39(F=59), 12-13=-20, 12-21=-20 Horz: 1-2=-9, 2-3=2, 9-10=-2, 10-11=9 ® WARNING -VMlydeslgnparamefersand READ NOTES ON 7H/SANDINCLUDED MITEKREFERENCEPAGEMY-7473rev 100312015BEFOREUSE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP•11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply 119/5 WATERSTONE i t T19536097 2261973 A08 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tf.z4u s reD t zuzu not I eK maustnes, Inc. I nu reD ZI I ]:za:Du ZULD rage a ID:193QGWBBpX3jR187zeOm7kz5?ad-G9sgGBpwOPPDvsg1 PZ7yTBTww96CT5HfFufVwZzgyFl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=72(B) 7=197(B) 9=335(B) 17=128(B) 15`-13(B) 12=128(B) 24=197(B) 25=197(B) 26=197(8) 28=197(B) 29=197(B) 30=197(B) 31=197(B) 32=197(B) 33=197(B) 34=197(B) 35=197(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-61, 3-9=-45, 9-10=-30, 10-11=-22, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20 Horz: 1-2=9, 2-3=17, 9-10=14, 10-11=22 Concentrated Loads (lb) Vert: 3=-19(B) 7=145(B) 9=232(B) 17=76(B) 15=-13(B) 12=76(B) 24=145(B) 25=145(B) 26=145(B) 28=145(B) 29=145(B) 30=145(B) 31=145(B) 32=145(B) 33=145(B) 34=145(B) 35=145(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-3=-30, 3-9=-45, 9-10=-61, 10-11=-53, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20 Horz: 1-2=-22, 2-3=-14, 9-10=-17. 10-11=-9 Concentrated Loads (lb) Vert: 3=-19(B)7=145(B)9=262(B)17=76(B)15=-13(B)12=76(B)24=145(B)25=145(B)26=145(B)28=145(B)29=145(B)30=145(B)31=145(B)32=145(B) 33=145(B) 34=145(B) 35=145(B) 36=-13(B) 37=-13(B) 38=-13(B) 39=-13(B) 40=-13(B) 41=-13(B) 42=-13(B) 43=-13(B) 44=-13(B) 45=-13(B) 46=-13(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-9=-45, 9-10=-45, 10-11=-37, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20 Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=-5(B) 7=1 45(B) 9=247(B) 17=76(B) 1 5=-1 3(B) 12=76(B) 24=1 45(B) 25=1 45(B) 26=1 45(B) 28=1 45(B) 29=1 45(B) 30=1 45(B) 31 =1 45(B) 32=1 45(B) 33=145(B)34=145(B)35=145(B)36=-13(B)37=-13(B)38=-13(B)39=-13(B)40=-13(B)41=-13(B)42=-13(B)43=-13(B).44=-13(B)45=-13(B)46=-13(B) 1'6) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=45, 3-9=-45, 9-10=-45, 10-11=-37, 17-18=-20, 16-17=-20, 13-16=24(F=44), 12-13=-20, 12-21=-20 Horz: 1-2=-7, 2-3=1, 9-10=-1, 10-11=7 Concentrated Loads (lb) Vert: 3=-5(B) 7=1 45(B) 9=247(B) 17=76(B) 1 5=-1 3(B) 12=76(B) 24=1 45(B) 25=1 45(B) 26=1 45(B) 28=1 45(B) 29=1 45(B) 30=1 45(B) 31 =1 45(B) 32=1 45(B) 33=1 45(B) 34=1 45(B) 35=1 45(B) 36=-1 3(B) 37=-1 3(B) 38=-1 3(B) 39=-1 3(B) 40=-1 3(B) 41 =-1 3(B) 42=-1 3(B) 43=-1 3(B) 44=-1 3(B) 45=-1 3(B) 46=-1 3(B) ®WARNING -Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEMO.7473 rev. 10ION2015 BEFORE USE 'S Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE I T19536098 2261973 A09 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:51 2020 Page 1 ID:193QG W BBpX3jR187zeOm7kz5?ad-kMQ2TXpYnjX4X?FDzHeB0003hYRpCakoUY02SOzgyFk 11-4-0, 6-8-0 13-0-0 , 19-10-0 21-0-q 23-10-0 26-B-0 33 O.-O 39-8-0 41-0-0 -4-0 6-B-0 6 4-0 6-10-0 -2-0 2-10-0 2-10-0 6 4-0 6-8-0 Scale = 1:74.5 5x8 = 5x6 i 3x6 = 6x12 MT20HS 5x8 3.00 12 5x8 8-8-0 15-7-5 24-0-11 31-0-0 39.8-0 8-8-0 6-11-5 8-5-6 6-11-5 8-8-0 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [3:0-3-0,0-3-0] [4:0-5-0 0-2-0], [7:0-3-0,Edge], [9:0-3-0 0-3-0], [10:0-2-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.63 12-13 >757 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.96 13-15 >497 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0,81 Horz(CT) 0.60 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 199 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. Except: 3-4,8-9: 2x4 SP M 31, 1-3,9-11: 2x4 SP No.1 1 Row at midpt 6-8 BOT CHORD 2x4 SP M 31 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-351(LC 8) Max Uplift 2=-797(LC 10), 10=-797(LC 10) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/3074, 3-4=-4613/2894, 4-5=-3032/2041, 5-6=-3037/1996, 6-8=-2899/1874, 8-9=-4664/2799,9-10=-4929/2938 BOT CHORD 2-16=-2641/4620, 15-16=-1500/2827, 13-15=-1739/3209, 12-13=-1439/2856, 10-12=-2470/4456 WEBS 3-16=-368/403, 4-16=-1046/1945, 4-15=-132/484, 5-15=-339/256, 5-13=-415/322, 8-13=-181/531, 8-12=-962/1816, 9-12=-298/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 9-0-6, Exterior(2) 9-0-6 to 16-11-10, Interior(1) 16-11-10 to 21-0-7, Exterior(2) 21-0-7 to 26-4-1, Interior(1) 26-4-1 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 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 797 lb uplift at joint 2 and 797 lb uplift at Joaquifi Yelez,PE No:68182 joint 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc.;FL,Cert 6634' NO'Oarke East Blvd. Tampa.FL 3361q Date: February 27,2020 ®WARNING-Veritydesfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGEMIF7473rev. 101032015BEFORE 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE r T19536099 2261973 A10 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:52 2020 Page 1 ID:193QG W BBpX3jR187zeOm7kz5?ad-CY_QhtgAYOfx89gPW_9QYcZDiyrDx5syiC8c?SzgyFj 1-4-0 5-11-1 11-0-0 16-10-1 19-0-0 22-9-15 2 -10 28 0-0 33-8-15 39.8-0 -4-0 5-11-1 5-0-15 5-10-1 2-1-15 3-9-15 -0-1 410-0 5-0-15 5-11-1 -4-0 m 0 5x6 = 6x12 MT20HS 31 5x8 :::: 3.00 12 5x8 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,10-13: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except` 16-18,14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-351(LC 8) Max Uplift 2=-797(LC 10), 12=-797(LC 10) Max Grav 2=1540(LC 1). 12=1540(LC 1) 39-8-0 8-2-11 Scale=1:75.1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 1.00 Vert(LL) 0.6815-17 >704 240 MT20 244/190 BC 0.67 Vert(CT) -0.95 17 >499 180 MT20HS 187/143 WB 0.56 Horz(CT) 0.55 12 n/a n/a Matrix-MSH Weight: 228 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. Except: 1 Row at micipt 6-7, 7-10 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. JOINTS 1 Brace at Jt(s): 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4912/3208, 3-4=-4607/2944, 4-5=-4155/2812, 5-6=-4155/2812, 6-7=-3887/2669, 7-9=-3697/2514, 9-10=-3697/2514, 10-11=-4713/2877, 11-12=-4921/3038, 6-8=-336/255, 8-10=-359/263 BOT CHORD 2-18=-2764/4606, 17-18=-1875/3299, 15-17=-2246/3973, 14-15=-1827/3338, 12-14=-2564/4446 WEBS 3-18=-326/390, 4-18=-786/1550, 4-17=-599/1023, 5-17=-457/448, 7-17=-167/405, 7-15=-293/300, 10-15=-480/888, 10-14=-707/1474, 11-14=-229/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 7-0-6, Exterior(2) 7-0-6 to 14-11-10, Interior(1) 14-11-10 to 19-10-6, Exterior(2) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 at joint(s) 2, 12 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 797 lb uplift at joint 2 and 797 lb uplift at joint 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and%or bottom chord. T 0 m Joaqui6V6Iez;0E 140:68182 MiTek USA, Idc. FL Cert 8634 8804 Parke Ent Blvd. Tampa FL 33610 Date: February 27,2020 ®wARN➢VG-Verily design paramefers and READ NOTES ONTMSAND INCLUDED M?EKREFERENCEPAGEM➢-7473 rev. 1010312015 BEFORE USE -i 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 wt 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply 119/5 WATERSTONE t T19536100 2261973 All SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:54 2020 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-9x6B6YsR4evfOT_oePCuel eYkmTUPwLFAWdi3LzgyFh i1-4-0, 6-3-0 9-0-0 17-0-0 20-1-8 23-10-0 31-6-0 39-8-0 41-0-0, 4-0 6-3-0 2-9-0 8-0-0 3-1-8 3-8-8 7-8-0 8-2-0 i-4 0' 3x6 % 3.00 12 5x6 = 14 13 -_ ._ 4x6 = 6x8 = 3x6 = 8-8-0 13-5-4 20-1-8 201-0 29-6-4 _ _ 39-8-0 8-8-0 4-9-4 6-8-4 0-0-8 9-4-4 10-1-12 Plate Offsets (X,Y)— [2:0-1-14,0-0-7], [4:0-4-0 0-2-8], [8:0-4-0,0-3-0] [13:0-3-8,0-3-0] Scale = 1:73.7 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.29 11-13 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.44 11-13 >528 180 BCLL 0.0 Rep Stress,lncr YES WB 0.88 Horz(CT) -0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* BOT CHORD 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-4-0, 9=0-8-0 Max Horz 2=351(LC 9) Max Uplift 2=-495(LC 10), 13=-614(LC 10), 9=-482(LC 10) Max Grav 2=796(LC 19), 13=1539(LC 15), 9=881(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2041/1512, 3-4=-172911312, 4-5=-1085/947, 5-6=-247/299, 6-7=-207/436, 7-8=-1115/803, 8-9=-1238/763 BOT CHORD 2-17=-1218/2080, 16-17=-829/1621, 15-16=-485/692, 13-15=-867/730, 9-11=-452/1032 WEBS 3-17=-307/321, 4-17=-356/738, 4-16=-490/284, 5-16=-120/622, 5-15=-961/841, 7-13=-685/224, 7-11=-473/971, 8-11=-525/508 Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-5-0 oc bracing: 13-15 1 Row at midpt 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-7-10, Interior(1) 2-7-10 to 5-0-6, Exterior(2) 5-0-6 to 12-11-10, Interior(1) 12-11-10 to 19-10-6, Extedor(2) 19-10-6 to 27-9-10, Interior(1) 27-9-10 to 37-0-6, Exterior(2) 37-0-6 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pohding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 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 495 lb uplift at joint 2, 614 lb uplift at joint 13 and 482 lb uplift at joint 9. Joaquili"Velez;PE N6.68182'. 'MiTek USA, Inc.�F.L,Cert BOX. Parke.EastBlvd. Taropa.FL.3S610 Date: February 27,2020 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMX7473 rev. 1010212015 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 �pp IVI!Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE r• I T19536101 2261973 Al2 SPECIAL 1 1 Job Reference (optional) t3uuoers Firstbource (Plant Glty, FL), Plant city, I-L - 33567, 8.240 s Feb 7 2020 MITek Industries, Inc. Thu Feb 27 11:29:55 2020 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-d7gZJus3rx2W?dZ_C6j7AEBnBAgc8QROPAMGcnzgyFg 1-4-0 7-0-0 9-2-2 12 8-0 15-0-0 17-1-13 20-1-8 22-4-0 25-4-0 31-0-2 35 4 2 39-8-0 1 0 0 4 0 7-0-0 2-2-2 3-5% 2-4-0 2-1-13 2-11-11 2-2-8 3-0-0 5-8-2 4-3-15 4 3-14 4-0 5x6 = 5x8 = 3x4 19 10 8 46 -5- 5x8 = 3x4 = 3x4 5x6 = 7 6.00 12 3 4 5 2 1.5x8 STP = 0 20 cr 1 2 25 24 23 34 21 502 II 0 6x8 = 5x8 = 3x4 4x6 = 3x8 \\ 8x12 = 19 18 17 5x6 3.00 12 6x12 MT20HS = 3x4 = 7-1-8 4-1-4 4-4-4 0-0-8 5-2-0 5x6 11 2x4 12 16 15 3x6 = 3x6 = Scale = 1:73.4 1.5x8 STP = 0 13 cL 0 —�� 14 to 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CS1. TC 0.73 BC 0.88 WB 0.70 Matrix-MSH DEFL. in Vert(LL) 0.25 Vert(CT) -0.33 Horz(CT) -0.03 (loc) I/deft Ud 24 >981 240 24 >751 180 18 n/a n/a PLATES MT20 MT20HS Weight: 237 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-23: 2x8 SP 240OF 2.OE, 20-22: 2x6 SP M 26, 8-18: 2x4 SP M 31 4-10-8 oc bracing: 2-25 WEBS 2x4 SP No.3 5-0-4 oc bracing: 24-25 WEDGE 6-5-10 oc bracing: 23-24. Left: 2x4 SP No.3 5-10-0 oc bracing: 18-20 WEBS 1 Row at midpt 10-18 REACTIONS. (size) 2=0-8-0, 18=0-4-0, 13=0-8-0 Max Horz 2=321(LC 7) Max Uplift 2=-691(LC 8), 18=-932(LC 8), 13=-406(LC 8) Max Grav 2=1187(LC 1), 18=2161(LC 1), 13=787(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3450/1751, 3-4=-3077/1697, 4-5=-2993/1733, 5-6=-3360/1924, 6-7=-1098/877, 7-8=-223/736, 8-9=-192/586, 9-10=-137/471, 10-11=-422/262, 11-12=-1076/465, 12-13=-1222/516 BOT CHORD 2-25=-1429/3117, 24-25=-1405/3091, 23-24=-847/1665, 21-22=-938/1657, 18-20=-1196/748, 8-20=-307/255, 15-17=-164/714, 13-15=-336/1048 WEBS 3-25=424/1159, 3-24=-321/23, 4-24=-176/251, 22-24=-632/1451, 6-22=-801/1838, 6-21 =-1 5051917, 7-21=-797/1542, 7-20=-1074/642, 9-18=-290/80, 10-18=-901/343, 10-1 7=-1 88/531, 11-17=-616/383, 11-15=-64/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 at joint(s) 2 considers parallel to grain value using ANSlrrPI 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 691 lb uplift at joint 2, 932 lb uplift at joint 18 and 406 lb uplift at joint 13. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 164 lb up at 7-0-0, and 115 lb down and 182 lb up at 9-0-12, and 115 lb down and 182 lb up at 11-0-12 on top chord, and 343 lb down and 129 lb up at 7-1-8, and 81 lb down at 9-0-12, and 81 lb down at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin'VeleziFE 46:68182. :MiTek USA;' Inc. FL Cert 6634, 880A Par ke;East Blvd. Tampa.FL, 3,610 Date: February 27,2020 ® WARNING- Verify design parameters and REW NOTESON7H/SAND MCLUDED MITEK RFFERENCEPAGENIII-7473mv. 7010=015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T19536101 2261973 Al2 SPECIAL 1 1ob [19/5WATER§T0NE Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTeK Industries, Inc. I hu Feb 27 11:Z9:bb 2UZU Page z I D:3xt7Yd6RbYnX016Sf6ghjjz4cnz-d7gZJus3rx2 W1dZ_C6j7AEBnBAgcBQROPAMGcnzgyFg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-64, 6-9=-54, 9-10=-54, 10-14=-54, 25-26=-20, 23-25=-20, 20-22=-20, 18-19=-20, 18-29=-20 Concentrated Loads (lb) Vert: 3=-179(F)25=-343(F)24=-59(F)4=-115(F)32=-115(F)34=-59(F) ®WARNING -Verily design parameters andREADNOTES ON TR/SAND INCLUDED MITEKREFERENCEPAGEMII-7473 mv.'1010MO15 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 119/5 WATERSTONE T19536102 2261973 B02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:56 2020 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-5JExXEthbFANdn7AIgEMjSjygZ8itsqXdq6p8DzgyFf 4-10-5 8-1-8-0-0, 14-8-0 21-1-2 27-8-0 29-0-0 , 4-10-5 3-3-3 10-8 5-8-0 6-5-2 6-8-14 1-4-0 Scale = 1:49.9 3x4 = 3x6 i 5x8 = 23 13 3x4 = .- - 3x4 = 6x12 MT20HS = 3x4 = 2x4 11 8-0-0 8- 8 14-8-0 21-1-2 27-8-0 8-0-0 0- -8 6-6-8 6-5-2 6-6-14 Plate Offsets (X,Y)-- [1:0-04,Edge), [4:0-2-0,0-2-81, 15:0-6-0,0-2-8j, [6:0-3-0,0-3-0), [12:0-3-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.10 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.16 10-12 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 7 n/a n/a. BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 141 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 3-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 12=0-4-0, 7=0-8-0 Max Horz 12=-242(LC 8) Max Uplift 12=-694(LC 10), 7=-376(LC 10) Max Grav 12=1463(LC 1), 7=739(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-222/444, 2-3=-369/658, 3-4=0/272, 4-5=-75/385, 5-6=-497/294, 6-7=-1061/511 BOT CHORD 1-14=-364/290, 12-14=-841/698, 3-14=-567/515, 10-12=0/378, 9-10=-250/891, 7-9=-248/895 WEBS 2-14=-295/331, 5-10=-199/544, 5-12=-952/632, 6-9=0/267, 6-10=-676/466 Structural wood sheathing directly applied or 5-3-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-14. 2-2-0 oc bracing: 12-14 1 Row at midpt 5-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-11-10, Interior(1) 3-11-10 to 5-0-6, Exterior(2) 5-0-6 to 18-7-10, Interior(1) 18-7-10 to 25-0-6, Exterior(2) 25-0-6 to 29-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 12 and 376 lb uplift at joint 7. Iv 0 JoaquinYelezjPE No:68182 •MiTek USA,' Inc. FL Cert 6634 6804 ParkEastBlvd. Tampa FL 336t0 Date: February 27,2020 A WARNING- Verily design parameters and READ N07ES ON THIS AND INCLUDED MITEK REPERENCEPAGEMII-7473mv. 10103MO15 BEFOREUSE 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 ANS11rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATER TONE ' T19536103 2261973 B03 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:57 2020 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-ZW nJkauJMZI EFwiNJXIbFfG9rzY6cK1 hsUrNgfzgyFe 7-0-0 -10-0 12-3-0 16-M 21-3-6 27-8-0 29-00 7-0-0 -10-0 4-5-0 4-5-0 47_6 6-4-10 1450 6.00 12 3x4 % 3x4 11 4x6 = 3x4 = 2 3 23 4 24 25 26 5 7a 3x6 = axy — 1.5x8 STP = 3x8 = 2x4 I 6x8 = i 1-0-0 4-0-0 7.8-0 7-1p,-0 16-0-0 213-6 _ 27.8-0 1-0-0 2-10-14 3-8-0 0- -0 8-10-0 4-7-6 6-4-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress [nor YES WB 0.63 BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 7=0-8-0, 1=0-4-0 Max Horz 1=-201(LC 8) Max Uplift 12=-435(LC 10), 7=-498(LC 10), 1=-444(LC 10) Max Grav 12=950(LC 1), 7=874(LC 16), 1=370(LC 19) Scale=1:48.7 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.21 14-22 >448 240 MT20 244/190 Vert(CT) 0.1814-22 >541 180 MT20HS 1871143 Horz(CT) -0.06 12 n/a n/a Weight: 138 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. Except: 6-0-0 oc bracing: 12-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-239/471, 2-3=-220/531, 3-4=-197/457, 4-5=-780/768, 5-6=-907/778, 6-7=-1324/947 BOT CHORD 12-14=-349/441, 3-14=-276/204, 10-12=-251/463, 9-10=-636/1108, 7-9=-636/1108 WEBS 4-10=-84/380, 4-12=-666/425, 6-10=-522/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 10-11-10, Interior(1) 10-11-10 to 12-8-6, Exterior(2) 12-8-6 to 20-7-10, Interior(1) 20-7-10 to 25-0-6, Exterior(2) 25-0-6 to 29-0-0 zone; cantilever left exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 12, 498 lb uplift at joint 7 and 444 lb uplift at joint 1. m o Io _o N Joaquifi veleik NoX6 162' -MiTek OSA; Ino.,FL Cert8834 6804 ParkeEt asBlvd. Tampa,FL 30610 Date: February 27,2020 ® WARNING -Vedlydesign parameters and READNOTES ON THUS AND INCLUDED MREK REFERENCEPAGE MM-7473 rev- 101032015 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 nPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ,available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City I Ply 119/5 WATERSTONE `I T19536104 2261973 B04 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:58 2020 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-1 iLhxwvx7sQ5s4HZtFGgotpNSNphLI0g58bwC6zgyFd -1-4-0 5-0-0 7-10-0 13-3-0 18-B 0 21-4-10 27-8-0 20-0-0 1-4-05-0-0 2-10-0 55-0 5-5-0 2-8-10 6-3.6 1.4-0 3x4 = 6.00 12 Scale = 1:50.7 2x4 II 3x4 = 4x6 = 4 22 5 23 24 25 6 1.5x8 STP = 11 12 46 = 3x8 3x4 = 6xB = 1-0-0 5-0-0 i 7-8-0 7-1pr0 18-8-0 27-U 4-0-0 2-8-0 0- -0 10-10-0 9-M LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 7.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-12: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 8=0-8-0, 2=0-4-0 Max Horz 2=175(LC 9) Max Uplift 12=-492(LC 10), 8=-477(LC 10), 2=-51O(LC 10) Max Grav 12=934(LC 1), 8=831(LC 16), 2=450(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-225/393, 3-4=-197/411, 4-5=-168/366, 5-6=-864/777, 6-7=-997/824, 7-8=-11951917 BOT CHORD 12-13=-352/466, 4-13=-287/269, 10-12=-354/642, 8-10=-609/1027 WEBS 5-1 0=-1 7/328, 6-1 0=-1 48/313, 7-10=-340/357, 5-12=-756/526 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL)-0.2910-12 >804 240 MT20 244/190 Vert(CT)-0.5910-12 >403 180 Horz(CT) -0.05 12 n/a n/a Weight: 130 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-0-0 oc bracing: 12-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 8-11-10, Interior(1) 8-11-10 to 14-8-6, Exterior(2) 14-8-6 to 22-7-10, Interior(1) 22-7-10 to 25-0-6, Exterior(2) 25-0-6 to 29-0-0 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 5) ' This truss has been designed for a live load of 20.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 492 lb uplift at joint 12, 477 lb uplift at joint 8 and 510 lb uplift at joint 2. r7 0 jo -o N Joaquifi Velez;PE 46.68182 MiTek USA, lhq..FL Cert 8634, 6904 Parke.East Blvd. Tampa FL 33.67t1. Date: February 27,2020 AWARN/NG-Verify design parameters and READ NOTES ON TIIISAND INCLUDED AUTIX REFEPENCEPAGEMH-7473 rev. 701=2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply 119/5 WATERSTONE T19536105 2261973 B05 SPECIAL 1 1 _ Job_ Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:29:59 2020 Page 1 I D:3xt7Yd6RbYnX016Sf6ghjjz4cnz-Vuv49GwZuAYxUEsIRyn4L4LUInEp41P_JoKTIYzgyFc -1-4-0 3-0-0 7-10-0 14-3-0 20.8-0 27-8-0 29-0-0 1 4-0 3-0-0' 4-10-0 6-5-0 6-5-0 7-0-0 1 4-0 Scale=1:50.7 = 6.00 14x6 2 5x6 = 2x4 II 5x8 = 3 21 22 4 23 5 6 1.5x8 STP = 11 '- 12 3x4 = 3x8 = 2x4 II 3x4 = 3x6 11 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.18 13-14 >529 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.15 13-14 >650 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 12=0-8-0, 7=0-8-0 Max Horz 2=134(LC 7) Max Uplift 2=-563(LC 8), 12=-655(LC 8), 7=-485(LC 8) Max Grav 2=405(LC 1), 12=1002(LC 1), 7=810(LC 1) PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. Except: 5-8-0 oc bracing: 12-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/657, 3-4=-344/626, 4-5=-966/668, 5-6=-966/668, 6-7=-11861614 BOT CHORD 2-14=-480/332, 13-14=-498/344, 12-13=-936/673, 4-13=-847/502, 9-1 0=-377/1 000, 7-9=-379/993 WEBS 6-9=0/288, 5-10=-373/303, 4-10=-386/1001 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 563 lb uplift at joint 2, 655 lb uplift at joint 12 and 485 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 60 lb up at 3-0-0, and 62 lb up at 5-0-12, and 62 lb up at 7-0-12 on top chord, and 40 lb down and 139 lb up at 3-0-0, and 15 lb down and 60 lb up at 5-0-12, and 15 lb down and 60 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 13-15=-20, 12-18=-20 Concentrated Loads (lb) Vert: 3=2(F) 14=-20(F) 21=4(F) 22=4(F) 24=-8(F) 25=-8(F) T A IT -o a N J6a4uin'Velez;PE 1401ill82' MiTek USA, Inc.:FL Cert 6634' 6804 Parke!East'Blvd. Tampa,FC 336111 'Date: February 27,2020 �A WARNING -Verifydesignparame[ers and READ NOTES ONTMS AND INCLUDED MITEKRFFERENCEPAGEMB-7473 rev. 1e/03118158EFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type QtY Ply 119/5 WATERSTONE ' T19536106 2261973 C1 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:00 2020 Page 1 ID:3xt7Yd6RbYnXO16Sf6ghjjz4cnz-z4TSMcwBfUgo6ORy_gJJtlumCAkzpgc7YS41 H_zgyFb 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 195 lb uplift at joint 2 and 15 lb uplift at joint 4. J6aquin'Velez,PE N0:68182 MiTek USA, Inc..FL Cert 6634' , 6904 Parke,East Blvd. Tampa FL 33610 Date: February 27,2020 ® WARNING -V dry designparamel. dREADIVOTESONTMSAND INCLUDED AUMREFERENCEPAGEMH-7473rev. VV03/2815BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE • T19536107 2261973 C1P Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:01 2020 Page 1 I D:193QG W BBpX3jR187zeOm7kz5?ad-SH 1 gayxgQnofIY08YNqYQVQxya4CYHsHn5papRzgyFa -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4=-23(LC 15) Max Grav 3=15(LC 10), 2=158(LC 1), 4=32(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 213 lb uplift at joint 2 and 23 lb uplift at joint 4. JoaquihVelez;PE 96.68182: MiTek USA; Int . FL'Cert 6684, 69OParke East'Blvd.7Ampa.FL 3t6f0- Date: February 27,2020 AWARN/NG -Verify design parametersandREAD NOTES ON THIS AND INCLUDED 1,1I1EKREFERENCEPAGENID-7473rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Intiomation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type my Ply 119/5 WATERSTONE T19536108 2261973 C1V SPECIAL 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:01 2020 Page 1 I D:193QG WBBpX3jR187zeOm7kz57ad-SH 1 gayxgQnofjYO8YNqYQVQxya4DYHsHn5papRzgyFa -1-4-0 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 DEFL. in ([cc) I/deft L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 181 lb uplift at joint 2 and 14 lb uplift at joint 4. Joaquin Velazk No:68182 MiTek USA;(nc.A-Cert6834, 60 Parke nt Blvd. Tampa.FL 3Wd.' Date: February 27,2020 AWARNING- Verifydesign parametersand READ NOTES ON THISAND INCWDED WTEK REFERENCEPAGEM11-7473 rev. 1010312015 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?PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type CIty Ply 119/5 WATER TONE T19536109 2261973 C3 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:02 2020 Page 1 I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-wTbCnHySB5wWLibK65Lnyjz6i_OeHk6ODIZBLtzgyFZ 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X,Y)— [2:0-4-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 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 FBC2017ITP12014 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=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 157 lb uplift at joint 2. Joaquifi VeleziPE 46:68182' ,ryliTek USA, Inc.FLCert 6634' '6904 Parke East Blvd.,Tampa FL 33610 'Date: February 27,2020 ®WARNING-Vedry design parameters and READ NOTES ON TN/SANDINCLUDED MITEKREFE'RENCEPAGEMO--7473 rev. 10103/2015 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 andproperlyincorporate this design Into the overall building design. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89.and BCS/ Building Component 6904 Parke East Blvd. Safety /nlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE T19536110 2261973 C3V SPECIAL • 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:03 2020 Page 1 ID:193QG W BBpX3jR187zeOm7kz5?ad-Of9a?dz4yP2NzrAWgosOVwWHSOkrOBLZEPlhuJzgyFY -1-4-0 2-11-4 r 1 4-0 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20:0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10). 2=-149(LC 10) Max Grav 3=74(LC 16), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 m ro o d DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(CT) , -0.01 4-7 >999 180 Horz(CT) 0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 149 lb uplift at joint 2. Joaquifi'VeleziPE No;68182 iMiTek USA, Iric.;FL'Cer1l6634, . •6804 Parke:East Blvd.,Tampa FL33610 ,.Date: February 27,2020 AWARNING- Verhydesign parameters and READNOTES ON THIS AND INCLUDED MITER REFERENCEPAGEMD-7473 rev. 1010312015 BEFORE USE �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 119/5 WATERSTONE ' T19536111 2261973 C5 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 20LO Mi I eK Industries, Inc. I nu FeD z t 11:3u:116 Zuzu rage 1 ID:3xt?Yd6RbYnX016Sf6ghjjz4cnz-0f9a?dz4yP2NzrAWgosOVwW Ej0g00BLZEPlhuJzgyFY 1-4-0 4-11-4 j 1-4-0 4-11-4 3x4 = 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 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 FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 167 lb uplift at joint 2. .Joaquie Velezlk k6X8182 -MiTsk USA;' Iii6.:FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610' Date: February 27,2020 ®WARNING- Vedrydesrgn parameters andREADNO7ES ON THIS AND INCLUDED MITEKREFERENCEPAGEM11-7473rev. 1010312015 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTeW 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City. Ply 119/5 WATERSTONE I T19536112 2261973 C5V SPECIAL 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 Jx4 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:04 2020 Page 1 I D:193QGWBBpX3jR187zeOm7kz5?ad-ssizCzzijiAEa?IjDVNF2820xoOdlebjT32EQlzgyFX 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.05 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 4-7 >999 180 BCLL C.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD. 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 161 lb uplift at joint 2. Joaquin Velez;PE No.68182 :MiTek USA 16c..FL,cert.ee3¢ 6984 Parke,East Blvd. Tampa,FL 33610 'Date: February 27,2020 AWARNING -Vedfydesign parameters andREAD NOTES ON TIRS AND INCLUDED d11TEK REFERENCEPAGE 114I1-7473 rev, 101032015 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type t Qty, Ply 119/5 WATERSTONE T19536113 2261973 D02 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:05 2020 Page 1 ID:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-K2GLQJ_KU015C9KvnDuUaLbRfBF1 UljsijnoyCzgyFW 1 4-0 7-0-0 13-0-0 19-11-4 21-3-4 1 4-0 7-0-0 6-0-0 6-11-4 1 4-0 I 5x8 = 16 17 46 = 3x6 = 2x4 II 4x6 = 3x4 = 3x6 = 7-0-0 13-0-0 19-11-4 7-0-0 6-0-0 6-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.14 9-12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.19 9-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 'Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-171(LC 6) Max Uplift 2=-784(LC 8), 5=-804(LC 8) Max Grav 2=1422(LC 1), 5=1426(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2542/1275, 3-4=-2217/1247, 4-5=-2531/1309 BOT CHORD 2-9=-974/2206, 7-9=-977/2229, 5-7=-1003/2193 WEBS 3-9=-80/686, 3-7=-298/60, 4-7=-56/694 Scale=1:36.8 PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 784 lb uplift at joint 2 and 804 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 87 lb up at 7-0-0, 86 Ib down and 162 Ib up at 9-0-12, and 86 Ib down and 162 Ib up at 10-11-4, and 116,lb down and 290 lb up at 13-0-0 on top chord, and 374 Ib down and 163 Ib up at 7-0-0, 65 Ib down at 9-0-12, and 65 Ib down at 10-11-4, and 374 lb down and 163 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-116(B)4=-116(B)9=-374(B)7=-374(B)16=-86(B)17=-86(B) 18=-40(B) 19=-40(B) Io. Joaquin1/elez,PE No:68182 MiTek USA, Iric.FL'Cert 6634. 6904 Parke East•Blvd. Tampa.FL 38610 Date: February 27,2020 QWARN/NG-Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED WI EKREFERENCEPAGEMII-7473 rev. 1010312015 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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type , , CIA Ply 119/5 WATERSTONE T19536114 2261973 E3 JACK 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2711:30:06 2020 Page 1 I D:3xt?Yd6RbYnXOIBSf6q hjjz4cnz-o Egjdf?yFKQygJ u5LwQj 7Z8ohblk DY50wNXLUezgyFV 1-4 0 3-0-0 1 4-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.14 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 FBC2017/TPI2014 Matrix7MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=133(LC 10) Max Uplift 3=-64(LC 10), 2=-213(LC 10), 4=-42(LC 7) Max Grav 3=66(LC 15), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift afjoint 3, 213 lb uplift at joint 2 and 42 lb uplift at joint 4. Joaquifi Veleik 46:68182 MiTek USA Inc. FL Cart 6634', 6604Parke:East Blvd. Tampa FL M10" Date: February 27,2020 ®WARNING - Verily design parameters and READ NOTES ON THISANDINCLUDED MITEKREFERENCE PAGEMB-7473 rev. 10103r2015 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.lrusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qtyr Ply 119/5 WATERSTONE T19536115 2261973 E7 JACK 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 2 8,240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2711:30:06 2020 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-oEgjdf?yFKQygJu5LwQj7Z8fNbcj DY5OwNXLUezgyFV 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.19 4-7 >436 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-184(LC 10) Max Grav 3=198(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 3 and 184 lb uplift at joint 2. Joaquin'VeI& PE No.68182 MiTek USA,' Idc.,FL Cert 6634' 0 Parke East Blvd.Tampa FL 33610 Date: February 27,2020 A wARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED WrISKREFERENCEPAGEMO-7473rev. 1010312015 BEFORE USE ' Design valid for use only with MilTek® 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 ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type r Qt� Ply 119/5 WATERSTONE T19536116 2261973 E7V SPECIAL 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:07 2020 Page 1 I D:193QG WBBpX3jR187ze0m7kz5?ad-GROSq?OaOdYpRTTlvexyfmgpO?x9y?L991 Gul4zgyFU -1-4-0 7-0-0 1 4 0 7-0-0 2 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.21 4-7 >405 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.21 4-7 >388 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-166(LC 10), 2=-179(LC 10) Max Grav 3=200(LC 15), 2=341(LC 15), 4ml24(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.8 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) fog truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 3 and 179 lb uplift at joint 2. Joaquin Velez k No68182 . MiTek USA, Iric..FL°Cert 6634 OD4 Parke East Blvd. Tampa.FL 33610 Date: February 27,2020 ®WARMNG-Verffydesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEMO-7473mv. 1010312015 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 ANSIITP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type S city, Ply 119/5 WATERSTONE T19536117 2261973 E7VP SPECIAL 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, I 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:08 2020 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-kdyT2LI Dnxgg3d2USLSBC—DzZPFchSblOhOSZXzgyFT 7-0-0 Scale = 1:22.6 Plate Offsets (X,Y)— [2:0-6-7,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.24 4-7 >347 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.22 4-7 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a' BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD, Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=308(LC 10) Max Uplift 3=-150(LC 10), 2=-307(LC 10), 4=-153(LC 10) Max Grav 3=156(LC 15), 2=336(LC 1), 4=142(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=16ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 3, 307 lb uplift at joint 2 and 153 lb uplift at joint 4. Joagdih VeleziPE yo;68182 MiTek USA; Inc. FL,Cert 6634 W.4 Parke1ast Blvd. Tampa FL 33610 Date: February 27,2020 AL WARNING -Verify design parameters and READ NOTES ONTH/SAND INCLUDED M/TEKREFERENCEPAGEM➢-7473rev. 101012015 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 ANS11FPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type f Qt* Ply 11915 WATERSTONE T19536118 2261973 H3 JACK 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:08 2020 Page 1 I D:3xt?Yd6RbYnXO16Sf6ghjjz4cnz-kdyT2L1 Dnxgg3d2USLSBC_D71 PRyhSblOhOSZXzgyFT 4-2-3 4-2-3 Scale = 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-8, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-58(LC 8), 2=-246(LC 8), 4=-48(LC 5) . Max Grav 3=73(LC 1), 2=234(LC 1), 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3, 246 lb uplift at joint 2 and 48 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, and 56 lb down and 62 lb up at 1-5-12 on top chord, and 22 lb up at 1-5-12, and 22 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=46(F=23, B=23) 9=22(F=11, B=11) Joaquin1/eleziPE 46:68182 �MiTpk USA Inc..' L°Cert'6634 6904'Parke:EastBlgd.,Tampa,FL 338,1I)' Date: February 27,2020 ®WARNING -Verify design parameters andRE4DNOTES ON TMS AND INCLUDED MITEK REFERENCEPAGEMll-7423 rev. 1010312015 BEFORE USE '' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` . is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type y E to Ply 119/5 WATERSTONE T19536119 2261973 H7 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:09 2020 Page 1 I D:3xt?Yd6RbYnX016Sf6ghjjz4cnz-DpWsFh1 rYFoXhmdg03zQkBmBmpd?QplSdLI?5zzgyFS 1-10-10 4-6-7 9-10-1 1-10-10 4-6-7 5-3-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.74 BCLL 0.0 Rep Stress Incr NO WB 0.39 BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH 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=240(LC 8) Max Uplift 4=-166(LC 8), 2=-226(LC 8), 5=-78(LC 8) Max Grav 4=159(LC 1), 2=443(LC 1), 5=300(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/233 BOT CHORD 2-7=-330/681, 6-7=-330/681 WEBS 3-7=0/322, 3-6=-719/349 Scale = 1:22.0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.07 6-7 >999 240 MT20 244/190 Vert(CT) -0.15 6-7 >788 180 Horz(CT) 0.01 5 n/a n/a Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 4, 226 lb uplift at joint 2 and 78 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 62 lb up at 1-5-12, 56lb down and 62 lb up at 1-5-12, 5 lb down and 68 lb up at 4-3-11, 5lb down and 68 lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 22 lb up at 1-5-12, 22 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 3=36(F=18, B=18) 7=-11(F=-5, B=-5) 11=46(F=23, B=23) 12=-99(F=-50, B=-50) 13=22(F=11. B=11) 14=-51(F=-25, B=-25) Joaquifi'Wink N6.68182 MiTek 111SA, Iric.iFL Cert 6634 6904 Parke,East Blvd.,Tempa FL.33610 Date: February 27,2020 ®WARNING -Verify design parameters andREAD N07ES ON TMS AND INCLUDED M?EKREFERENCEPAGEMII-7473 rev. 1010312015 BEFORE USE �- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANS11TPl1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0. tN Ply 119/5 WATERSTONE T19536120 2261973 H7V SPECIAL 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.24U s I-eb f 2U2U MI I eK Inaustrles, Inc. I nu reD'Lf l l:Ju:lu LULU rage l I D:193OGWBBpX3jR187zeOm7kz5?ad-hO4ET02TIYwOlwCtamUfHPINTC?z9HIbRVZdPzgyFR -1-10-10 5-4-1 9-10-1 0-1 1-10 5-4-1 4-6-0 3x4 5-4-1 9-10-1 J 5-4-1 4-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.09 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.12 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-170(LC 8), 2=-248(LC 8), 5=-163(LC 5) Max Grav 4=141(LC 1), 2=439(LC 1), 5=300(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-998/624 BOT CHORD 2-7=-689/933, 6-7=-699/932 WEBS 3-7=0/293, 3-6=-918/685 Scale = 1:22.1 PLATES GRIP MT20 2441190 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 5-8-1 oc purlins. Rigid ceiling directly applied or 6-10-7 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 4, 248 lb uplift at joint 2 and 163 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 52 lb up at 1-5-12, 67lb down and 52 lb up at 1-5-12, 80 lb up at 4-3-11, 80 lb up at 4-3-11, and 50 lb down and 174 lb up at 7-1-10, and 50 lb down and 174lb up at 7-1-10 on top chord, and 23lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb down and 7 lb up at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Joaquin'Velez(PE No.68182 -MiTek USA, Inc..FL Cert 6634, , 6004 Parke:East Blvd. Tampa FL 83610 Date: February 27,2020 AWARNING-Verffyclesign parameters andREADN07ES ON TIRS AND INCLUDED TMTEKREFERENCEPAGEMO-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type I ty) Ply 119,15 WATERSTONE T19536120 2261973 1-17V SPECIAL 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 27 11:30:10 2020 Page 2 ID:193QG WBBpX3jRl87zeOm7kz5?ad-h04ET02TIYwOlwCtamUfHPINTC?z9Hlbr?VZdPzgyFR LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=49(F=24, B=24)12=36(F=18, B=18) 13=-99(F=-50, B=-50)14=23(F=11, B=11) 15=-11(F=-5, B=-5)16=-51(F=-25, B=-25) WARNING- Verify designparamefersand READNOTES ON 7H/SANDINCLUDEDMITEKREFERENCEPAGEM9-7473 rev- 10103UD15BEFOREUSE. 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 ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_14r -. For 4 x 2 orientation, locate plates 0- yid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 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. 10/03/2016 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria.