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HomeMy WebLinkAboutTruss.a 258 Southhall Lane, Suite 200 t Maitland, Florida 32751 Fos P: (321)972-0491 1 F: (407)880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES September 2, 2020 Building Department Ref: Adams Homes Lot: Lot 32 Blk 2 Subdivision: Fort Pierce - Waterstone Address: 8104 Amalfi Cir. Model: 2265 3CF B LHG KA # 20-6268 Truss Company: Builders First Source Date of drawings: 8/31/20 Job No.: 2455373 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, ,tpbeeaaa.aa. P, 0 s Cc••.✓r at • No 864 •°N9/2020 Carl A. Brown, P.E. Luis Pabla%�es, To.8431.4 Born, P.E. FL. # 56126 FL. # 87864r-t�'..c� TE 0F F�/126 b°° "�`"o� `S•. �.� F� I � F:•.• ear "Doing Business with a Service`ttjse�lid ��agr�Detail" � p'®ecaAaaLe.ttta�w CONNECTORS SCHEDULE ROOF TRUSS QT4 ID MODEL ROOF UPLIFT SYM 0 A-11 LUS24 / JUS24 895 / 835 4901510 ILA. 11 7 A HTU26 / THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 / THD28 4680 / 6040 2140 / 2330 DLB 0 C HTU26-2 / THD26-2 3600 / 3365 2175 / 2340 1 La 0 D HTU28-2 / THD28-2 4680/5005 3485 / 2595 10 0 E HGUS26-2 / THDH26-2 5320 / 6245 2155 / 2340 11E 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH26-3 5230 / 6245 2155 / 2340 1 LG 0 H HGUS28-3 / THDH283 7460 / 7835 1323514370 1 LH 0 J THASR-L29 / 9100 / 8990 114095 / 4370 1 U 28 3X8NOP 11 1�]' Reviewed and Approved 0 Revise and Resubmit Q Reviewed with Notations 0, Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Dated 69/02/2020 By:1ES Submittal No Project No.: 20 6268 ` Project En Luis Tor 67 ®'' I Project Name: !Adams Homes - Fort Pierce Waterston ,Lot32 Blk.2 VERIFYALL DIMENSIONSANDCEIUJ CONUMOMPRIORMAPPROVAL SOME CEIUNG FRAMING REOUIRED IN FIEM BY BUILDER MAIN WIND FORCE RESISTING SYSTEMICC HYBRID NAND ASCU40 ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY 0 WD1D LOAD 160 MPN WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LR/E LOAD NONOONCURRENT WDH ANY OTNER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCOL: 10 PSF BCDL• 10 PSF BCDL: 6 PSF TOTAL 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-191 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING 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: 6/12 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 Hatch Legend /j// 10'-00" BRG WALL BUILDER: Adams Homes PROJECT: Single Family 2265 B 3CAR DDRESS: 8104 AMALFI CIR LOT / BLOCK: 3212 SUBDIVISION: WATERSTONE CITY: I FORT PIERCE DRAWN BY: K SANCHEZ JOB N : 1 246073 DATE: 08/31/2020 1 SCALE: NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. ! FhftM YStSoume 4408 Airport Road Plant City, FL 33663 Ph.(813) 305.1300 Fax (813) 306.1301 T< P. 1 to M IT6.k` RE: 2455373 MiTek USA, Inc. LOT 32/2 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie Pro1'ect Name: 2455373 Lot/Block: 32/2 Model: 2265 B 3Car Address: 8104 AMALFI CIR Subdivision: Port St Lucie -Torino City: FT PIERCE 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 50 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 T21166783 A01 8/31/2020 21 T21166803 D11 8/31/2020 2 T21166784 A01 A 8/31/2020 22 T21166804 D 13 8/31/2020 3 T21166785 A02 8/31/2020 23 T21166805 D15 8/31/2020 4 T21166786 A04 8/31/2020 24 T21166806 D17 8/31/2020 5 T21166787 B7 8/31/2020 25 T21166807 D19 8/31/2020 6 T21166788 B9 8/31/2020 26 T21166808 D21 8/31/2020 7 T21166789 B11 8/31/2020 27 T21166809 E7 8/31/2020 8 T21166790 B13 8/31/2020 28 T21166810 E7G 8/31/2020 9 T21166791 B15 8/31/2020 29 T21166811 E7S 8/31/2020 10 T21166792 B17 8/31/2020 30 T21166812 E7V 8/31/2020 11 T21166793 B19 8/31/2020 31 T21166813 E22 8/31/2020 12 T21166794 B21 8/31/2020 32 T21166814 G1 8/31/2020 13 T21166795 C1 8/31/2020 33 T21166815 G7 8/31/2020 14 T21166796 C1 V 8131 /2020 34 T21166816 G9 8/31/2020 15 T21166797 C3 8/31/2020 35 T21166817 G11 8/31/2020 16 T21166798 C3V 8/31/2020 36 T21166818 G13 8/31/2020 17 T21166799 C5 8/31/2020 37 T21166819 G15 8/31/2020 18 T21166800 C5V 8/31/2020 38 T21166820 G17 8/31/2020 19 T21166801 D7 8/31/2020 39 T21166821 G19 8/31/2020 20 T21166802 D9 8/31/2020 40 T21166822 GX 8/31/2020 w 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: Finn, Walter 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 of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1, 2020 1 of 2 MOTek," MiTek USA, Inc. RE: 2455373 -LOT 32/2 WATERSTONE 6904 Parke East Blvd. . Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2455373 Lot/Block: 32/2 Subdivision: Port St Lucie -Torino Address: 8104 AMALFI CIR City, County: FT PIERCE State: FL No. Seal# Truss Name Date 41 T21166823 M 8/31/2020 42 T21166824 M 1 8/31 /2020 43 T21166825 M2 8/31/2020 44 T21166826 MG 8/31/2020 45 T21166827 NIX 8/31/2020 46 T21166828 PB 8/31/2020 47 T21166829 PB1 8/31/2020 48 T21166830 R2 8/31/2020 49 T21166831 R7 8/31/2020 50 T21166832 VR7 8/31/2020 2 of 2 Job } Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166783 2455373 A01 PIGGYBACK BASE TRUSS 4 1 Job Reference o tional l3ullders F1rst5ource (Plant Gly, FL), Plant Oily, FL - 33567, 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:02 2020 Page 1 .1 I D:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-g3KGNt_Ii8p8l KYMgsG6PSJbsbuFblmMTiKYn9yi KkJ 1-4-0 5-1 8-11-0 15-1-6 21-0.0 25-8-0 31-1-13 36-2-11 42-7-8 4-0- 4-0 5-7-6 3-3-10 6-2-6 5-10-10 4-8-0 5-5-13 5-0-13 6 4-13 4-8 Scale = 1:80.5 0-1-8 MINIMUM BEARING 5x6 5x6 = AS REQUIRED BY CODE TYPICAL 6.00 F12 s 7 4x6 i 3x4 1 526 8 5x6 i 4 2x4 3 1.5x8 STP =25 7 r> 1 2 5x6 = 28 29 16 30 15 31 14 32 33 1312 3x4 = 3x6 = 3x8 34 = 18 4x6 = 3x6 4 6x8 = 25.8-0 33-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.37 18-21 >281 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.29 18-21 >362 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=421(LC 8) Max Uplift 2=-467(LC 10), 18=-862(LC 10), 10=-709(LC 10) Max Grav 2=395(LC 19). 18=1737(LC 15), 10=1424(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/487, 3-4=-279/421, 4-5=-239/484, 5-6=-1469/1250, 6-7=-1373/1192, 7-8=-1564/1228, 8-9=-2288/1485, 9-10=-2484/1534 BOT CHORD 2-18=-382/230, 17-18=-1592/689, 4-17=-328/252, 16-17=-665/1338, 14-16=-503/1268, 12-14=-900/1710, 10-12=-1153/2144 WEBS 3-18=-275/386, 5-17=-1761/754, 5-16=-2/257, 6-16=-155/256, 6-14=-85/389, 7-14=-223/426, 8-14=-707/520, 8-12=-159/540, 9-12=-350/297 5x6 9 cJ 1.5x8 STP = d 0 27 10In 1 to 3x6 = a PLATES GRIP MT20 2441190 Weight: 237 lb FT = 20 Structural wood sheathing directly applied or 3-3-8 oc purlins, except 2-0-0 oc purins (4-11-4 max.): 6-7. Rigid ceiling directly applied or 4-4-5 oc bracing. 1 Row at midpt 5-17, 6-16 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 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-1-13, Interior(1) 3.1-1-13 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; 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 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 wilhfit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=467, 18=862, 10=709. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7IP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ) Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166784 2455373 A01A PIGGYBACK BASE TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:05 2020 Page 1 A ID:6gD IOH2OVeg1 Nk1 sxoNemzyuU LB-Ee000vOB?2BiuoGxL_pp15x4bowuo6Yo9gZCOUyiKkG 1-4-0 4-4-7 8-0-12 14-6-1 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 4-0= -4-0 4-4-7 3-8-5 6-5-5 6-5-15 4-8-0 5-5-13 5-0-13 6-4-13 -4-8 3x6 = Scale = 1:80.5 5x6 = 5x6 = 18 3x8 = 6x8 = 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 25.8-0 33-7-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.74 Vert(LL) 0.2218-21 >428 240 MT20 2441190 BC 0.85 Vert(CT) -0.3614-16 >999 180 WB 0.88 Horz(CT) 0.08 10 We n/a Matrix-MSH Weight: 236 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc puriins, except 2-0-0 oc puffins (4-10-4 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 1 Row at midpt 5-17 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-8 Max Horz 2=421(LC 8) Max Uplift 2=-422(LC 10), 10=-720(LC 10), 18=-864(LC 10) Max Grav 2=357(LC 19), 10=1452(LC 16), 18=1746(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/462, 3-4=-306/433, 4-5=-269/434, 5-6=-1593/1298, 6-7=-1431/1219, 7-8=-1628/1258, 8-9=-2348/1515, 9-10=-2544/1565 BOT CHORD 2-18=-383/232, 17-18=-1651/776, 4-17=-385/298, 16-17=-742/1512, 14-16=-541/1360, 12-14=-927/1766,10-12=-1179/2108 WEBS 5-16=-55/286, 6-16=-176/348, 6-14=-82/366, 7-14=-243/469, 8-14=-704/521, 8-12=-159/536, 9-12=-350/297, 5-17=-1870/856, 3-18=-259/374 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 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2)15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS 41 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 wiltfit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=422, 10=720, 18=864. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI elk' 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/TPI7 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166785 2455373 A02 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:08 2020 Page 1 w ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-fDiXex23lzZHIF? WO7N WfjZX50yRTXErens?pyi KkD �1-4-0, 6-3-0 12-1%1 21-0-0 25.8-0 28-1%0 34-11-0 42-3-8 A4-0-0 h 4-0' 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 6-1-0 7-8-8 5x6 = 6.00 12 5x6 = 20 14 13 12 11 3x6 = 3x6 II 2x4 II 5x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Cade FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-20,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 Scale = 1:82.3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.98 Vert(LL) -0.22 15-16 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.3915-16 >999 180 WB 0.86 Horz(CT) 0.08 11 n/a n/a Matrix-MSH, Weight: 266 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc puffins (4-9-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-16, 6-16 REACTIONS. (size) 2=0-8-0, 20=0-3-0, 11=0-3-8 Max Harz 2=-424(LC 8) Max Uplift 2=-325(LC 10), 20=-853(LC 10), 11=-766(LC 10) Max Grav 2=275(LC 19), 20=1679(LC 15), 11=1477(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/448,3-4=-1966/1313, 4-5=-1657/1239,5-6=-1392/1240, 6-7=-1952/1559, 7-8=-1932/1376, 8-9=-1616/1064, 9-11 =-1 407/1121 BOT CHORD 19-20=-1681/953, 3-19=-1613/978, 16-18=-902/1844, 15-16=-583/1416, 7-15=-295/392 WEBS 3-18=-931/1794, 4-16=-410/373, 5-16=-109/453, 6-15=-539/872, 12-15=-726/1442, 8-15=-96/460, 8-12=-718/529, 9-12=-711/1336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=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 2-8-0, Interior(1) 2-8-0 to 15-4-2, Extedor(2) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 40-0-0, Extedor(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS forleactions 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=325, 20=853, 11=766. 7) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk" always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. Satelyinformalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job >1 Truss Truss Type Cty Ply LOT 32/2 WATERSTONE T21166786 2455373 A04 PIGGYBACK BASE TRUSS 1 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:12 2020 Page 1 A ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-X?x2U I6aLC3jDtJHFyRSpZjD1 dKIxG?gmG148ayiKkg 1-4-0 6-3-0 12-10-0 21-0-0 25-8-0 28-10.0 34-11-0 42-3-8 4-0 6-3-0 6-7-0 8-2-0 4-8-0 3-2-0 6-1-0 7-4-8 M 0 Scale = 1:78.0 5x6 = 6.00 12 5x6 = 19 13 12 11 10 3x6 — 3x6 II 2x4 II 5x8 = 3x6 II 12-1 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-19,7-12: 2x4 SP No.3 WEBS 2x4 SP ND.3 IA CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.98 Vert(LL) -0.22 14-15 >999 240 MT20 2441190 BC 0.77 Vert(CT) -0.3914-15 >999 180 WB 0.90 Horz(CT) 0.08 10 nla n/a Matrix-MSH Weight: 263 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudins (4-9-7 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=400(LC 9) Max Uplift 2=-287(LC 10), 19=-896(LC 10), 10=-623(LC 10) Max Grav 2=275(LC 19), 19=1669(LC 15), 10=1375(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/419, 3-4=-197011312, 4-5=-1662/1253, 5-6=-1397/1253, 6-7=-1959/1586, 7-8=-1942/1413, 8-9=-1624/1073, 9-10=-1306/932 BOT CHORD 18-19=-1672/1012, 3-18=-1604/1037, 15-17=-996/1828, 14-15=-698/1399, 7-14=-285/366 WEBS 3-17=-1015/1780, 4-15=-412/358, 5-15=-116/455, 6-14=-560/876, 11-14=-854/1466, 8-14=-89/447, 8-11=-735/596, 9-11=-789/1357 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 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 zone; porch left exposed;C-C for members and forces & M1yt(FRS 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, with BCDL = 10.Opsf. 6) Pr'bvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=287,19=896,10=623. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 31,2020 A WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1rPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166787 2455373 B7 HIP TRUSS 1 2 Job Reference (optional) muncers rirsLJource trlant t.Ry, t-L), riant l.ny, rL - 6J301, o.z w s mar U ZUZU mi I eK Inousines, Inc. mon Aug J-I iz:'IU:JJ ZUZU rage 1 +l ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-Q1 i_uUMI PfjkF5PJ_tJNA_StoSRQMm6wb1 LhMsyiKjq 1-4-0 _ 3-9-4 7.0-0 13-5-6 19.10.12 28-4-2 32-9-8 36-2-12 39-1-11 39 e 0 42-11-7 46-8-0 8-0-0 •40 3.2-12 6.5-6 6-5-6 8-5-8 6-5-6 3-5-4 2-10-15 0. 3-8-9 -40 5x6 = 5x8 = 2x4 II 5x6 = 4x6 = 6.00 12 5x8 = 4. 28 29 5 30 31 32 33 346 35 36 37 738 39 40 41 42 843 44 45 9 2x4 1 3 1.5x�--- 1 2 0 21 46 4720 19 48 49 50 4x6 = 3x8 3x8 MT20HS = 2x4_ II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 51 18 5217 53 54 5516 56 57 58 15 3x8 =3x8 = 4x6 = 3x6 I 3.50112 39-1-11 Scale = 1:84.8 2x4 zz 10 c 1.5x8 STP = o IIo � 1112 I41N O 46 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.72 Vert(LL) 0.2918-19 >999 240 MT20 244/190 BC 0.98 Vert(CT) -0.4418-19 >908 180 MT20HS 187/143 WB 0.84 Horz(CT) 0.10 15 n/a n/a Matrix-MSH Weight: 470 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1035(LC 8), 15=-1501(LC 8), 11=-415(LC 8) Max Grav 2=2307(LC 1), 15=3691(LC 1), 11=814(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1896, 3-4=-4415/1827, 4-5=-3994/1703, 5-6=-5490/2411, 6-7=-5490/2411, 7-8=-3759/1708, 8-9=-157/468, 9-10=-2146/707, 10-11=-2329/901 BOT CHORD 2-21 =-1 567/4029, 19-21=-2174/5560, 18-19=-2174/5560, 16-18=-1502/3825, 14-15=-3465/1452, 8-14=-2638/1299, 13-14=-483/2266, 11-13=-701/2220 WEBS 3-21=-276/142, 4-21=-446/1478, 5-21 =-1 799/821, 5-19=0/469, 6-18=-642/503, 7-18=-763/1912, 7-16=-1609/925, 8-16=-1754/4398, 9-13=-118/1132, 10-13=-488/225, 9-14=-2804/804 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bojtom chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1035, 15=1501, 11=415. Continued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 31,2020 'Job J. Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166787 2455373 B7 HIP TRUSS 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:34 2020 Page 2 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-uDGM5q NNAzrbsF_WYarciCe2YVnf5DM3gh4EvlyiKjp NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 Ib down and 103 Ib up at 7-0-0, 87 Ib down and 108 Ib up at 9-0-12, 87 Ib down and 108 Ib up at 11-0-12, 87 Ib down and 108 Ib up at 13-0-12, 87 Ib down and 108 Ib up at 15-0-12, 87 Ib down and 108 Ib up at 17-0-12, 87 Ib down and 108 Ib up at 19-0-12, 87 Ib down and 108 Ib up at 21-0-12, 87 Ib down and 108 Ib up at 23-0-12, 87 Ib down and 108 Ib up at 23-7-4, 87 Ib down and 108 Ib up at 25-7-4, 87 Ib down and 108 Ib up at 27-7-4, 87 Ib down and 108 Ib up at 29-7-4, 87 Ib down and 108 Ib up at 31-7-4, 115 Ib down and 118 Ib up at 35-7-4, and 115 Ib down and 118 Ib up at 37-7-4, and 179 Ib down and 198 Ib up at 39-8-0 on top chord, and 364 Ib down and 85 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 Ib down at 13-0-12, 65 Ib down at 15-0-12, 65 Ib down at 17-0-12, 65 Ib down at 19-0-12, 65 Ib down at 21-0-12, 65 Ib down at 23-0-12, 65 Ib down at 23-7-4, 65 Ib down at 25-7-4, 65 Ib down at 27-7-4, 65 Ib down at 29-7-4, 65 Ib down at 31-7-4, 121 Ib down and 113 Ib up at 33-7-8, 83 Ib down at 35-7-4, and 83 Ib down at 37-7-4, and 424 Ib down and 72 Ib up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 15-22=-20, 13-14=-20, 13-25=-20 Concentrated Loads (lb) Vert: 4=-125(F) 15=-121(F) 21=-364(F) 9=-179(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 32=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 39=-87(F) 41=-87(F) 42=-87(F) 44=-115(F) 45=-115(F) 46=-40(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=-40(F) 51=-40(F) 52=-40(F) 53=-40(F) 54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-40(F) 59=-61(F) 60=-61(F) 61=-424(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeke 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 BCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 1, Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166788 2455373 B9 HIP TRUSS 1 1 Job Reference (optional) bunaers hlrst5ource tviant uity, rL), Hlant Lary, I-L - 33bb f, 6:24U s Mar 9 2U2U Mid eK Inaustnes, Inc. Mon Aug 31 12:1 U:39 2U2U Page l ID:6gDIOH2OVegl NklsxoNemzyuULB-FB4F8XQW_VTuzOtTL7QnPFLsjWWbmUho_yo?aWyiKjk -1-4-0 4-9-4 9-0-0 17-3-1 25-6-2 33-9-4 37-8-0 41-11-7 46-8-0 8-0- -4-0 4-9-4 4-2-12 8-3-1 8-3-1 8-3-2 3-10-12 4-3-7 4-8-9 -4-0 5x6 = 6.00 12 4 (7 1 O 5x8 = 5x6 = 3x4 II 5x6 = 28 29 5 30 6 31 32 733 '8 19 18 17 16 15 14 46 = 3x8 = 3x8 = 2x4 11 3x8 MT20HS = 3x6 = 6x8 = 4x6 3.50 12 17-3-1 Scale = 1:84.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.88 BC 0.87 WB 0.90 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.22 17 >999 240 Vert(CT) -0.34 19-22 >999 180 Horz(CT) 0.11 14 n/a n/a PLATES MT20 MT20HS Weight: 235 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. 7-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-19, 5-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=213(LC 9) Max Uplift 2=-699(LC 10), 10=-350(LC 10), 14=-791(LC 10) Max Grav 2=1298(LC 19), 10=552(LC 16), 14=1804(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1704, 3-4=-2065/1496, 4-5=-1820/1429, 5-6=-1652/1318, 6-7=-60/307, 8-9=-782/585, 9-1 0=-1 287/1083 BOT CHORD 2-19=-1332/2079, 17-19=-132412311, 15-17=-1324/2311, 14-15=-884/1634, 13-14=-756/561, 7-13=-370/387, 12-13=-65/325, 10-12=-812/1151 WEBS 3-19=-347/383, 4-19=-271/602, 5-19=-660/371, 5-17=0/311, 5-15=-760/496, 6-15=-156/612, 6-14=-1977/1159, 8-13=-617/354, 8-12=-218/533, 9-12=-498/601 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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2) 3-4-2 to 1*7-14, Interior(1) 14-7-14 to 32-0-2, Exterior(2) 32-0-2 to 43-3-14, Interior(1) 43-3-14 to 44-0-0, Exterior(2) 44-0-0 to 48-0-0 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 atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=699, 10=350, 14=791. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this designinto 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 ANSWP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job P Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166789 2455373 B11 Hip Truss 1 1 Job Reference o lional liuuaers rlrst5ource (mant uty, t-L), viant uity, VL - 33bb1, 8.24U s mar 9 zuzu mi I eK Inaustrles, Inc. Mon Aug 31 12:1 U:lb 2UZU rage 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-yadA6K8Se7SH4K1 sx5?9RBLpwgM68d_GSD_klvyiKk6 1-4-0 59-4 11-0-0 18-3-3 2SS5 33-9-4 356-0 39-1-11 0.10-9 % 5 46-8-0 -452-12 7-3-3 7-3-3 8-2-15 -10.12 3-511 -8-13 1-9% 3-11-11 5x8 = 2x4 II 6.00 12 4 28 29 5 5x8 = 3x4 II 5x6 = 6 30 31 32 7 8 46 —_ 2x4 II 3x6 = 3x8 3x8 = 2x4 11 6x8 = 4x6 3x8 = 3.50 12 Scale = 1:84.6 M 0 TP = 0 10 1V 4 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.68 BC 0.73 WB 0.88 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.17 16-18 >999 240 -0.29 13-14 >999 180 0.09 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 245 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT'CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. - 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=245(LC 9) Max Uplift 10=-241(LC 10), 2=-697(LC 10), 13=-804(LC 10) Max Grav 10=482(LC 16), 2=1346(LC 15), 13=1814(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-2401/1618, 3-4=-1947/1415, 4-5=-1864/1486, 5-6=-1864/1486, 6-7=-74/295, 8-9=-864/729, 9-10=-1255/1062 BOT CHORD 2-19=-1318/2253, 18-19=-1318/2253, 16-18=-944/1799, 14-16=-735/1435, 13-14=-735/1435, 12-13=-772/606, 7-12=-387/386, 10-11=-876/1122 WEBS 3-18=-530/430, 4-1 8=-1 45/446, 4-16=-1631385, 5-16=-419/429, 6-16=-424/648, 6-14=01345, 6-13=-1820/1035, 8-12=-425/272, 9-11=-449/551, 8-11=-547/844 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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2) 5-4-2 to 1$-7-14, Interior(1) 16-7-14 to 29-11-11, Exterior(2) 29-11-11 to 41-0-13, Intericr(1) 41-0-13 to 42-8-0, Exterior(2) 42-8-0 to 46-8-0 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, with BCDL = 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=241, 2=697, 13=804. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511 W020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job P Truss Truss Type Qty Ply 2455373 B13 Hip 1 1ob [OT32/2WATERSTONET21166790 Reference o tional Cuuaers mrsiz ource trlam Lity, I-L), rlam Glty, I-L - 3J0°r, d.z4U s Mar u zuzu MI I eK Inausines, Inc. Mon Aug J1 lz:l U:ld zuzu rage 1 I D:6gD l0H2OVeg 1 Nkl sxoNemzyuULB-M81JkLAKx2gsyom RcDYs3gzKN2P9L_yj9BCOLEyiKk3 -1-4-0 6-9-4. 13-0-0 19-11-4 26-8-12 331 39-1-11 46-8-0 -4-0 6-9-4 6-2-12 6-11-4 6-9-8 6-1.4 5-5-11 7-6-5 Scale = 1:86.2 6.00 12 5x8 = 4 27 5x6 = 5x8 = 5x6 ll 28 29 5 6 30 31 32 7 rP = 9 18 11 16 6O 10 14 dO 13 12 4x6 = 2x4 II 3x8 = 3x6 = 3x8 = 3x8 = 3x6 = 3x6 II 4x6 3.50 112 6-9-4 13-0-0 19-11-4 26.8-12 33-7-12 33- -8 39-1-11 46-0-0 6-9-4 6-2-12 6-114 6-9-8 6-11-0 0-1- 2 5-4-3 7-6-5 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], 14:0-6-0,0-2-8], [5:0-3-0,0-3-0], [7:0-2-13,Edge], [9:0-1-0 Edge], [11:0-2-4 0-2-0] 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 0.67 Vert(LL) 0.14 10-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.17 10-21 >928 180 BCLL 0.0 Rep Stress [nor YES WB 0.87 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. 7-12: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-11 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Horz 2=286(LC 9) Max Uplift 9=-170(LC 10), 2=-670(LC 10), 12=-902(LC 10) Max Grav 9=348(LC 16), 2=1311(LC 15), 12=1994(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2276/1479, 3-4=-1708/1244, 4-5=-1418/1188, 5-6=-1418/1188, 6-7=-82/529, 7-8=-209/646, 8-9=-452/300 BOT CHORD 2-18=-1177/2161, 16-18=-1178/2158, 14-16=-744/1591, 13-14=-343/894, 11 -1 2=-1 932/1340, 7-11=-542/443, 10-11=-130/307, 9-1 0=-1 43/364 WEBS 3-18=0/271, 3-16=-661/500, 4-16=-174/518, 5-14=-395/399, 6-14=-517/837, 11-13=-365/927, 6-11=-1580/1074, 8-11=-916/720, 8-10=-14/320 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=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2) 7-4-2 to 18;7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2) 28-0-2 to 39-3-14, Interior(1) 39-3-14 to 42-8-0, Exterior(2) 42-8-0 to 46-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provideadequate 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, with BCDL = 10.Opsf. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=170,2=670,12=902. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 32/2 WATERSTONE T21166791 2455373 B15 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:23 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-j66Cn3ETIaS92ZeOPm81 mtg6A3170LwSITw91 RyiKk_ 1-4-0. 5-7-6 8-11 61 15-0-0 23-4-0 31-8-0 35-2-9 41-5-0 -4-03-3-10 6-1-0 8-4-0 8.4-0 3-6-9 6-2-8 3x6 i 5x8 = 6.00 FIT 5x8 = 5x8 = 5 27 6 28 29 30 7 17 6x8 = 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 FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 31-8.0 41 Scale = 1:76.5 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.92 Vert(LL) 0.3817-24 >278 240 MT20 244/190 BC 0.98 Vert(CT) -0.32 17-24 >331 180 WB 0.50 Horz(CT) 0.07 10 n/a n/a Matrix-MSH Weight: 217 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10=-578(LC 10), 2=-421(LC 10), 17=-897(LC 10) Max Grav 10=1238(LC 16), 2=386(LC 19), 17=1554(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/353, 3-4=-131/267, 4-5=-1332/1070, 5-6=-1829/1540, 6-7=-1829/1540, 7-8=-1746/1384, 8-1 0=-1 882/1462 BOT CHORD 2-17=-362/211, 16-17=-1415/835, 4-16=-1365/860, 13-15=-671/1131, 11-13=-932/1519, 10-11=-1130/1585 WEBS 3-17=-271/361, 4-15=-550/1199, 5-15=-266/283, 5-13=-585/907, 6-13=-520/551, 7-13=-270/480, 7-11=-94/336, 8-11=-142/280 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. Il;,E,xp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Exterior(2) 26-0-2 to 41-5-0 zone; 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 live loads. 5) ' 111is 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 10=578,2=421,17=897. August 3,1,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166792 2455373 B17 HIP TRUSS 1 1 Job Reference (optional) t3unaers Plrs[JOurce (Piant city, I-L), Plant la[y, t-L - 33bb I, 8.240 s Mar 9 2U2U Mi I eK Industries, Inc. Mon Aug 31 12:113:26 202U Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-7hnKQ5GM2VgkvONz4uhkO W IcTG3HDfuu_R8pdmyiKjx 8-11-0 17-M 23-4-0 29-8-0 35-4 2 41-5-0 -0 5-7-6 3-3-10 8-1-0 6.4-0 5-8-12 6-0-4 M 0 1.5x8 STP = 26 1 2� 18 3x6 - 6x8 = 5x8 = 6.00 12 5 2x4 11 5x8 = 286 29 30 31 7 33 15 14 36 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) BCDL 10.0 Code FBC2017frP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-18: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=31O(LC 9) Max Uplift 10=-578(LC 10), 2=-421(LC 10), 18=-897(LC 10) Max Grav 10=1249(LC 16), 2=384(LC 19), 18=1584(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/346, 3-4=-171/315, 4-5=-1402/1122, 5-6=-1515/1380, 6-7=-1515/1380, 7-8=-167211336,8-10=-1921/1432 BOT CHORD 2-18=-353/202, 17-18=-1467/852, 4-17=-1392/892, 14-16=-688/1196, 13-14=-859/1407, 11-13=-1126/1629, 10-11=-1126/1629 WEBS 3-18=-239/314, 4-16=-467/1143, 5-14=-366/587, 6-14=-385/409, 7-14=-1201274, 7-13=-124/376, 8-13=-302/319 Scale = 1:77.5 3x4 8 32 4x6 1 m 9 0 10 L� 0 0 12 11 0 3x6 = 2x4 II 4x12 II w 4-12 41-5-0 in (loc) I/defl L/d PLATES GRIP 0.3818-25 >277 240 MT20 244/190 -0.3218-25 >330 180 MT20HS 187/143 0.07 10 n/a n/a Weight: 230 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-6-4 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; gxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterjor(2) 24-0-2 to 35-4-12, Interior(1) 35-4-12 to 37-5-0, Exterior(2) 37-5-0 to 41-5-0 zone; 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=578, 2=421, 18=897. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tek• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi i Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 s Type TRUSS 32/2 WATERSTONE T21166793 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:28 2020 Page 1 ID:6gD10H2OVeg 1 Nkl sxoNemzyuU LB-34v5gm Ica74R8KXMBJkCTxOy_4lhhbdBSldwhfyiKjv 1-4-0 5-7-6 8-11-0 14-0.8 19-0-0 27-8-0 34-4-12 41-5-0 4-0 5-7-6 3-3-10 5-1-8 4-11-8 8-8-0 6-8-12 7-0-4 6.00 12 3x6 i 17 6x8 = 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 'Except* 7-15: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 2-6-0 5x6 = 8x10 27 7 Scale = 1:77.5 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.98 Vert(LL) 0.3717-24 >281 240 MT20 244/190 BC 0.95 Vert(CT) -0.59 15-16 >669 180 WB 0.53 Horz(CT) 0.10 10 n/a n/a Matrix-MSH Weight: 225 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-15 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=351(LC 9) Max Uplift 10=-580(LC 10), 2=-429(LC 10), 17=-886(LC 10) Max Grav 10=1258(LC 16), 2=387(LC 19), 17=1639(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/387, 3-4=-200/363, 4-5=-172/865, 5-6=-1344/1173, 6-7=-1156/1142, 7-8=-1578/1262, 8-10=-1939/1400 BOT CHORD 2-17=-395/214, 16-17=-1491/757, 4-16=-299/223, 15-16=-729/1096, 13-15=-757/1304, 11-13=-1087/1641, 10-11=-1087/1641 WEBS 3-17=-280/392, 5-16=-1539/865, 5-15=0/293, 6-15=-70/336, 7-15=-333/145, 7-13=-141/486, 8-13=-438/388 NOTES- 1) Uoalanced 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 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 37-5-0, Extedor(2).37-5-0 to 41-5-0 zone; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=580, 2=429, 17=886. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek0 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job > Truss Truss Type City Ply LOT 32/2 WATERSTONE T21166794 2455373 B21 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Aug 31 12:10:30 2020 Page 1 + ID:6gDIOH2OVegl NklsxoNemzyuULB-OS1rFSKs6kL90ehkJkmgYMTOotSj9PbUv36lmXyiKjt 1.4-0 5-7-6 8-11-0 15-1-6 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 -4-D 5-7-6 3-3-10 6-2-6 5-10-10 4-8-0 5-5-13 5-0-13 6-4-13 Ann 17 3x6 i 6x8 = 5x6 = 5x6 = 25-M 33-7-0 Scale = 1:80.2 P = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.64 BC 0.85 WB 0.89 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in floc) I/defl Ud 0.37 17-20 >281 240 0.29 17-20 >362 180 0.07 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. 4-17: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=0-7-8 Max Horz 2=405(LC 9) Max Uplift 2=-441(LC 10), 17=-895(LC 10), 10=-602(LC 10) Max Gra , 2=395(LC 19), 17=1729(LC 15), 10=1350(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/414, 3-4=-270/400, 4-5=-233/413, 5-6=-1470/1243, 6-7=-1375/1198, 7-8=-1566/1233, 8-9=-2299/1535, 9-10=-2486/1595 BOT CHORD 2-17=-387/230, 16-17=-1584/734, 4-16=-328/252, 15-16=-721/1329, 13-15=-572/1256, 11 -1 3=-992/1722, 10-11 =-1 29112164 WEBS 3-17=-275/388, 5-16=-1750/821, 6-15=-139/259, 6-13=-96/391, 7-13=-223/427, 8-13=-711/542, 8-11=-210/551, 9-11=-358/340 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 2-8-0, Interior(1) 2-8-0 to 15-4-2, Extedor(2) 15-4-2 to 31:1-13, Interior(1) 31-1-13 to 38-7-8, Exterior(2) 38-7-8 to 42-7-8 zone;, 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 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 win fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=441,17=895,10=602. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWP/f Quality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Safety, information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 32/2 WATERSTONE T21166795 �2455373 C1 JACK -OPEN TRUSS 8 1 Job Reference o tional 13Ullaers rlrstSource (Plant Glty, FL), Plant tarty, I-L - 33bb 6.24U S Mar 9 2UZU MITex Inclustries, Inc. Mon Aug 31 12:1 U:47 2U2U Page 1 ID:ZYc6AO G NbVAfFo43ovpJT9ypvsQ-OkYGgGXX6yUlwFUOppZfkxgONkSQeJf_pCkQs2yiKjc 0-11-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) 0.00 5 >999 240 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/TPI2014 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=-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. Scale = 1:7.6 PLATES GRIP MT20 244/190 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 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this designinto the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type City Ply LOT 32/2 WATERSTONE T21166796 2455373 C1 V JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:47 2020 Page 1 • ID:6gDIOH2OVeglNklsxoNemzyuULB-OkYGgGXX6yUlwFUOppZfkxgONkSReJf pCkQs2yiNc -1-4-0 0-11-4 1-4-0 0-11-4 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 FBC2017ITP12014 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 7), 2=-179(LC 10), 4=-14(LC 1) Max Grav 3=15(LC 10), 2=158(LC 1), 4=34(LC 10) Scale = 1:7.6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 BC 0.04 Vert(CT) 0.00 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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) 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=179. August 31,2020 A WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saterylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166797 2455373 C3 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, • -1-4-0 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 FBC2017/TPI2014 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 Harz 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. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:51 2020 Page 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-uVonfea 19B_BPsnn2febunr4MLpZa6eZkgie7pyiKjY 2-11-4 Scale = 1:12.7 N 19 DEFL. in (loc) I/defl L/d 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 n1a Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 100 lb uplift at joint(s) 3 except Qt=lb) 2=157. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 32/2 WATERSTONE • T21166798 2455373 C3V JACK -OPEN TRUSS 2 1 Job Reference (optional) tiunoers mrstaource Imam city, IL.), rnant t ay, rL - dd0b i, 15.Z4U S mar a zuzu ml I etc Inaustrles, Inc. mon Aug i I 'IZ:l U:nz zuzu rage l ID:6gDIOH2OVegl NklsxoNemzyuULB-MhMgt_bfWV621 OM2bMggR7NF6l8nJZujzURBXGyiKjX -1-4-0 2-11.4 1-4-0 2-114 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 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 FBC2017(TP12014 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=-58(LC 10), 2=-148(LC 10) Max Grav 3=74(LC 15). 2=195(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 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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. 11; 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=148. . August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTelc® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type City Ply LOT 32/2 WATERSTONE T21166799 2455373 C5 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:55 2020 Page 1 I D:ZYc6AO G N b VAfFo43ovpJT9ypvs Q-n G 1 IV?dYDQU cuT5YHUjX3d?iey6fwwe9fSg r8byi KjU -1-4-0 4-11-4 ' 1-4-0 4-11-4 3x4 = Scale = 1:17.6 4-11-4 4-11-4 Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 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 FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) '3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. 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 Extedor(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 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=167. August 31,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI! Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T21166800 PEN TRUSS 12 1 1 FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:10:57 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-jf92wheoll kK7nFxOvl78251TmoP_g7S6m9yDTyiKjS i -1.4-0 4-11-4 1-4-0 4-11-4 1 3x4 Plate Offsets (X,Y)-- [2:0-1-13,0-0-8 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=-160(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. 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp,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 100 lb uplift at joint(s) except Qt=lb) 3=112, 2=160. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPi1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type 32/2 WATERSTONE T21166801 455373 D7 IHalf Hip Truss 1 2 IJob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:15 2020 Page ' ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-B6Fsirs5WZ?nHYdOSh4EtrgOndo6Cma5FZWvrQyiKjA 1 4-0 7-0.0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 4-0 7-0-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 6.00 12 4x6 = 5x8 = 3x4 = 3 18 419 5x8 = 2x4 II 5 20 6 21 5x6 = Scale = 1:74.8 5x8 = 14 13 12 11 10 9 2x4 11 6x12 MT20HS = 3x4 = 6x12 MT20HS = 21-1-12 28-1-12 5x8 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.76 12 >662 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.93 12-13 >543 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 428 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2, 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,4-12,5-11,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Hors 2=243(LC 8) Max Uplift 2=-1941(LC 8), 9=-1976(LC 8) Max Grav 2=3789(LC 13), 9=3801(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7709/3819, 3-4=-10549/5440, 4-5=-11620/6010, 5-6=-10280/5324, 6-7=-10316/5355, 7-8=-6457/3346, 8-9=-3656/2031 BOT CHORD 2-14=-3489/6860, 13-14=-3498/6899, 12-13=-5487/10612, 11-12=-6027/11629, 10-11=-3422/6576 WEBS 3-14=-220/961, 3-13=-2178/4176, 4-13=-1572/1149, 4-12=-587/1170, 5-12=-228/418, 5-11 =-1 527/795, 6-11=-888/758, 7-11=-2168/4194, 7-10=-2912/1853, 8-10=-3694/7133 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) And: 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection. (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1941,9=1976. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at Contl7r&Q an 0040M chord. The design/selection of such connection device(s) is the responsibility of others. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeI(• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/17P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 31,2020 Job r Truss Truss Type city Ply LOT 32l2 WATERSTONE T21166801 2455373 D7 Half Hip Truss 1 Job Reference (optional) oultaers mrstoource (rlant uny, hL), mant L;ity, hL - 33bbt, 8.24U s Mar 9 2U2U MiTek Industries, Inc. Mon Aug 31 12:11:15 2020 Page 2 • ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-B6Fsirs5WZ?nHYdOSh4EtrgOnOo6Cma5FZWvrQyiKjA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 „Uniform Loads (plf) Vert: 1-3=-54, 3-8=-118(F=-64), 14-15=-20, 9-14=-44(F=-24) Concentrated Loads (lb) Vert: 14=-475(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/]Pif Quality Criteria, DSB-09 and SCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166802 2455373 D9 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:16 2020 Page 1 • ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-fJpEvBtjHt8eviCa?PbTP3NAnQ7bxGEFUDFSOtyiKj9 1 4-0 4-6-10 9-0-0 17-6-0 25-7-12 33-9-8 42-3-8 -4-0 4-6-10 4-5-7 8-6-0 8-1-12 8-1-12 8-6-0 5x8 = 4 21 22 23 5x8 = 2x4 II 5 6 24 25 Scale = 1:74.8 5x8 = 5x6 = 7 26 8 0 v 15 14 13 12 11 10 9 4x6 = 3x4 = 4x6 = 3x6 = 5x8 = 46 = 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.46 12-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 12-13 >742 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,7-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-13,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-829(LC 10), 9=-754(LC 10) Max Grav 2=1633(LC 1), 9=1558(LC 1) PLATES GRIP MT20 244/190 Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-13, 5-12, 7-12, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3060/2071, 3-4=-2808/1851, 4-5=-3587/2364, 5-6=-350512219, 6-7=-3505/2219, 7-8=-2385/1490, 8-9=-1482/1029 BOT CHORD 2-15=-2091/2711, 13-15=-1747/2474, 12-13=-2377/3601, 10-12=-1518/2421 WEBS 3-15=-346/383, 4-15=-73/414, 4-13=-700/1348, 5-13=-474/412, 6-12=-404/387, 7-12=-806/1248, 7-10=-1105/893, 8-10=-1668/2673 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 Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 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 atjoint(s) 9 considers parallel to grain value using ANSi1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=829, 9=754. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 32/2 WATERSTONE ` T21166803 2455373 D11 HALF HIP TRUSS 1 1 Job Reference (optional) ouuuers rlrstautlrce triant silty, rLl, runt city, rL - 0000/, a.z4u s mar a Zulu ml I etc Inousines, Inc. Mon Aug o i 'Iz:IU:Dts zuzu rage l • ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-Brj R71 fQW LsBlxg7ydGEhGd4BA_Jj3ebLQuVlvyiKjR 1-4-0 5-8-8 11-0-0 18-10-12 26-7-12 34-4-12 42-3-8 4-0 5-8-8 5-3-9 7-10-12 7-9-0 7-9-0 7.10-12 Scale = 1:75.1 r 5x6 = 4 19 20 3x4 = 5x6 = 21 5 6 22 23 4x6 = 3x4 II 7 24 8 _o 14 - 1. — - <r 1, w 1. — 9 4x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x4 = 5x6 II 21 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) -0.34 12-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.63 12-14 >804 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT'CHORD WEBS 2x4 SP No.3 `Except` WEBS 5-14,7-9: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 10) Max Uplift 2=-823(LC 10), 9=-760(LC 10) Max Grav 2=1685(LC 15), 9=1568(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3089/1999, 3-4=-2733/1742, 4-5=-2434/1664, 5-6=-3066/1931, 6-7=-2284/1367 BOT CHORD 2-14=-2068/2811, 12-14=-2029/3040, 10-12=-1827/2831, 9-10=-1192/1853 WEBS 3-14=-448/463, 4=14=-360/889, 5-14=-872/449, 6-12=-153/346, 6-10=-828/674, 7-10=-417/1021, 7-9=-2241/1449 PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-3-6 oc bracing. 1 Row at midpt 5-14, 7-9 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 Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 54-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 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 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, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=823, 9=760. August 31,2020 ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. �- Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design: into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI?PIl Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty]Ply LOT 32/2 WATERSTONE T21166804 L+ D13 Hip Truss 1 1 Job Reference (optional) tsunuers rlrsioource trlanr laty, rLj, rlan[ L ny, rL - JJobl, ts.z4u s Mar B zuzu MI I eK InausmeS, Inc. Man Aug Jl 1Z:11:UU ZUZU rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-7ErBYjhh2y7y_FzV31limhiU4zh5BzSupkNcpoyiKjP 1 4-0 6-1-0 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 -4-0 6-1-0 5-1-0 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 �1 0 Scale = 1:76.4 6.00 12 5x6 = 2x4 II 6x12 MT20HS = 5x8 = 2x4 11 5 26 27 6 28 29 7 8 20 19 '" 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.71 BC 0.89 WB 0.92 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.45 16-17 >999 240 -0.84 16-17 >603 180 0.31 11 n/a. n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc,pudins, 5-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 cc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 8-15, 9-11 17-20,10-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 , Max Horz 2=236(LC 9) Max Uplift 2=-826(LC 10), 11=-729(LC 10) Max Grav 2=1659(LC 1), 11=1588(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3113/2002, 3-4=-4149/2782, 4-5=-4110/2890, 5-6=-3790/2635, 6-7=-3790/2635, 7-8=-3244/2294, 8-9=-1937/1414 BOT CHORD 2-20=-1788/2759, 4-17=-183/251, 16-17=-1960/3148, 15-16=-1994/3292, 7-15=-680/553, 11-12=-935/1337 WEBS 3-20=-993/773, 17-20=-1905/2968, 3-17=-517/918, 5-17=-850/1382, 5-16=-394/899, 6-16=-468/487, 7-16=-355/644, 12-15=-1035/1794, 8-15=-1348/2201, 8-12=-901/577, 9-12=-94/534, 9-11 =-1 893/1358 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 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Extedor(2) 28-0-2 to 42-1-12 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=826, 11=729. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi fek® connectors. This design Is based only upon parametersshown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPli Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply WATERSTONE T21166805 2455373 D15 HIP TRUSS 1 1 �LOT,3212 Job Reference (optional) CUuoers Flfstsource (Nlant uity, I-L), Hlant Uity, FL - 33bb f, - 6.24U S Mar 9 2U2U MI I eK Inclustrles, Inc. Mon Aug 31 12:11:U3 ZUZU rage 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-YpWKBkjZLtV Urii4lAsPOJK_ZBjTOJ7KVhcGQ7yiKjM 1-4-0 6-1-0 11-2-020-10-0 28-10-0 31-8-0 36-9-14 42-3-8 5-1-0 3-10-0 5-10-0 8-0-0 2-10-0 5-1-14 5-5-11 Scale = 1:76.4 5x6 = 2x4 II 6x12 MT20HS — 6x8 = 6.00 12 5 6 27 28 7 8 21 20 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 I 2x4 II 6x8 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC 0.83 BC 0.85 WB 0.99 Matrix-MSH DEFL. Vert(LL) Vert(CT). Horz(CT) in (loc) I/defl Ud -0.44 16-18 >999 240 -0.90 16-18 >562 180 0.32 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 265 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 'Except' except end verticals. 2-19: 2x4 SP No.2, 4-20,7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 13-15 18-21: 2x4 SP No.2 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=277(LC 9) Max Uplift 2=-826(LC 10), 11=-729(LC 10) Max Grav 2=1729(LC 15), 11=1659(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3225/1985, 3-4=-4402/2784, 4-5=-4468/2967, 5-6=-3185/2267, 6-7=-3185/2267, 7-8=-2801/2063, 8-9=-2021/1470 BOT CHORD 2-21 =-1 758/3014, 4-18=-299/374, 16-18=-1690/2974, 15-16=-1698/2920, 7-15=-606/483, 11-12=-1043/1514 WEBS 3-21 =-1 097/752, 18-21=-1853/3238, 3-18=-564/1010, 5-18=-1077/1839, 5-16=-241/632, 6-16=-413/441, 7-16=-206/452, 12-15=-1233/2299, 8-15=-1514/2572, 8-12=-1541/900, 9-12=-26/421, 9-11=-1956/1409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wand: 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 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2) 9-4-2 to 20-10-0, Interior(1) 20-10-0 to 26-0-2, Exterior(2) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-1-12, Extedor(2) 38-1-12 to 42-1-12 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 100 lb uplift at joint(s) except.Qt=lb) 2=826, 11=729. August 31,2020 A WARNING -Verify design parameters and READ NOTESON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Type Qty Ply LOT 32/2 WATERSTONE FHp T21166806 2455373 D17 uss 1 1 Job Reference (optional) ouuucrs nrsrauurce tr IIL l uy, rLl, rlant Idly, rL - JJOD/, o.24U s mar y ZUZU col I eK InaUSlrles, Inc. mon Aug J'I 'I Z:11:Ub ZUZU rage l ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-yNCSpmlRdot2iARfQIP6?yySNOjMbfgnBfgw1 SyiKjJ 1-4-0 5-3-8 7-7-8 11-4-9 17-0-0 23-4-0 29-8-0 35-6-4 42-3-8 -4-0 5-3-8 2-4-0 5-7-7 6-4-0 6.4-0 5-10-4 6-9-4 Scale = 1:78.0 5x8 = 2x4 11 5x12 Zz 6_nn Fi-9 6 277 28 29 30 8 22 21 — 14 13 12 11 3x6 — 6x8 = 2x4 II 2x4 II 5x8 = 3x6 II 23-4-0 27-1-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.90 WB 1.00 Matrix-MSH DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.55 20 >911 240 -0.9418-19 >537 180 0.38 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-1 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. Except: WEBS 2x4 SP No.3 *Except` 10-0-0 oc bracing: 19-21, 13-15 3-19,19-22: 2x4 SP No.2 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=078-0, 11=0-3-8 Max Horz 2=318(LC 9) Max Uplift 2=-822(LC 10), 11=-725(LC 10) Max Grav 2=1726(LC 15), 11=1627(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3242/1965, 3-4=-6507/3884, 4-5=-6572/3931, 5-6=-2966/2032, 6-7=-2630/1999, 7-8=-2630/1998,8-9=-2531/1814,9-10=-1924/1328,10-11=-1560/1133 BOT CHORD 2-22=-1748/3064, 18-19=-2313/3944, 16-18=-1460/2726, 15-16=-1257/2267, 8-15=-158/574 WEBS 5-19=-1459/2911, 5-18=-1464/1019, 6-18=-459/1029, 6-16=-159/312, 7-16=-388/430, 8-16=-405/675, 9-12=-985/776, 10-12=-1070/1674, 12-15=-1093/1756, 9-15=-216/799, 3-22=-2736/1627, 3-19=-1629/2948, 19-22=-2316/4127 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 2-8-0, Interior(1) 2-8-0 to 11-3-6, Exterior(2) 11-3-6 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2) 24-0-2 to 35-6-4, Interior(1) 35-6-4 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 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 jive 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=822,11=725. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek®oonnectors. This design is based only upon parametersshown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and.bracing of trusses and truss systems, see ANSYTPIf Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166807 2455373 D19 Hip Truss 1 1 Job Reference (optional) t5unaers mrstsource Imam uity, FL), Plant uny, l tL - JJbb f, 8.24U s Mar 9 2uzu MI I eK Industries, Inc. Mon Aug 31 12:1129 2U20 Page 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-MyubRooKwjFdZd9E5Qzpdaa_lblUoOgDtd3benyiNG 1-4-0 4-0-0 5-7-8 12-3-12 19-0-0 23.4-0 27-8-0 2 -10- 35-5-0 42-3-8 4-11 -4-0 4-0-0 1-7-86-8-4-2-0 6-10-8 1-8-8 5x6 = 6.00 12 6 3x4 = 5x6 = 4x6 1 7 830 9 Scale = 1:78.0 24 23 5x8 = 15 14 13 12 3x6 — 2x4 II 5x8 = 3x4 I 5x8 = 3x6 II 4-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.87 BC 0.94 WB 0.99 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) 0.79 22 >644 240 Vert(CT) -1.08 22 >468 180 Horz(CT) 0.51 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-23,19-21: 2x4 SP No.1, 9-14: 2x4 SP No.3 2-2-0 oc bracing: 21-23 WEBS 2x4 SP No.3 *Except` 10-0-0 oc bracing: 14-16 5-21,7-17: 2x4 SP No.2, 3-21: 2x4 SP No.1 WEBS 1 Row at midpt 5-21, 5-18, 7-17, 7-18 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=359(LC 9) Max Uplift 2=-826(LC 10), 12=-734(LC 10) Max Grav 2=1682(LC 15), 12=1578(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3147/1910, 3-4=-7481/4428, 4-5=-7731/4628, 5-6=-2543/1842, 6-7=-2240/1761, 7-8=-2027/1642, 8-9=-2281/1857, 9-10=-2486/1812, 10-11 =-1 896/1299, 11-12=-1513/1108 BOT CHORD 2-24=-1719/3024, 23-24=-1719/3024, 21-23=-1420/2591, 20-21=-2107/3654, 18-20=-2106/3657, 17-18=-1264/2238, 16-17=-1244/2118, 9-16=-340/479 WEBS 5-21=-2318/4248, 5-20=0/288, 5-18=-1554/1013, 6-18=-465/827, 7-17=-434/279, 8-17=-762/916, 9-17=-657/721, 13-16=-1083/1661, 10-16=-238/686, 10-13=-937/768, 11-13=-1034/1658, 3-21=-3700/6582, 3-23=-3676/2075, 7-18=-170/267 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 2-8-0, Interior(1) 2-8-0 to 13-4-2, Extedor(2) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 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 chard and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 2=826, 12=734. August 31,2020 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, notMF a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall n A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ItlliTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166808 2455373 D21 Hip.Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:13 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-Fk75H9rq_yl32ET?KGI InQleeD81 ksJpoF1 onYyiKjC 1-4-0 '6-3-0 12-10-0 21-0-0 25-8-0 28-134-112-3-8 -4-0 6-3-0 6-17 8-2-0 4-8-0 3-2-00-0 6-1-0-0 4- 7-4-8 5x6 = 6.00 12 5x6 = Scale = 1:78.0 19 13 12 11 10 3x6 — 3x6 II 2x4 II 5x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-19;7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/dell Lld PLATES GRIP TC 0.98 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.39 14-15 >999 180 WB 0.88 Horz(CT) 0.08 10 n/a n/a Matrix-MSH Weight: 263 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-14 cc bracing. Except: 10-0-0 cc bracing: 12-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=512(LC 9) Max Uplift 2=-337(LC 10), 19=-841(LC 10), 10=-628(LC 10) Max Grav 2=275(LC 19), 19=1682(LC 15), 10=1380(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/453, 3-4=-1970/1333, 4-5=-1662/1257, 5-6=-1397/1256, 6-7=-1956/1582, 7-8=-194011409, 8-9=-1648/1110, 9-1 0=-1 311/940 BOT CHORD 18-1 9=-1 685/944, 3-1 8=-1 617/969, 15-17=-886/1849, 14-15=-570/1423, 7-14=-285/367 WEBS 3-17=-919/1799, 4-15=-409/375, 5-15=-117/456, 6-14=-551/870, 11-14=-755/1435, 8-14=-49/455, 8-11=-729/554; 9-11=-757/1357 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 zone; cantilever left and right exposed ; end vertical left and Fight 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except(jt=lb) 2=337, 19=841, 10=628. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design. into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177P11 Quality Criteria, DSB-89 and BCSI Building Component • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ob Truss Truss Type Qty Ply �LOT32J2WATERSTONE T21166809 2455373 E7 JACK -OPEN TRUSS 34 1 Job Reference (optional) t7uuaers rtrstoource trlant ury, t-Lj, rlant ury, rL- JJoo 2 b.z4u s Mar u zuzu MI I eK InaustneS, Inc. Mon Aug 31 12:11:11 2UZU Nage 1 I D:ZYc6AO GNbVAfFo43ovpJT9ypvsQ-7V Mc7Xu L2AG UXs n nZ66 iyGwNVgWpgt4Ojt? OwJyi Kj 8 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.19 4-7 >436 240 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 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=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(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. Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 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. II; Ezp 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=162, 2=185. August 31,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21166810 2455373 E7G Monopitch Truss 1 1 �IOTKJ2WATERSTONE Job Reference (optional) tsullaers t-Irstsource (t'lant city, I-L), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:18 2020 Page 1 ID:6gDI0H2OVegl NklsxoNemzyuULB-chw_KtvzpUOL8OLz7pdxUUSfnEpBPCXYyXkZSlyiKj7 4-0-13 7-0-0 4-0-13 2-11.3 Scale = 1:23.3 2 5x6 = 4x12 II 8x10 = 1.5x8 STP = 4-0-13 7-0-0 4-0-13 2-11-3 Plate Offsets (X,Y)-- [1:0-2-4,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 5-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.90 Vert(CT) -0.07 5-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-586(LC 8), 4=-669(LC 8) Max Grav 1=1268(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 1-2=-1600/711 BOT CHORD 1-5=-763/1429, 4-5=-763/1429 WEBS 2-5=-687/1480, 2-4=-17551937 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=4511; 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 100 lb uplift at joint(s) except Qt=lb) 1s586, 4=669. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 348 lb up at 1-4-12, and 670 lb down and 348 lb up at 3-4-12, and 670 lb down and 348 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) Ira 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, 1-4=-20 Concentrated Loads (lb) Vert: 8=-670(F) 9=-670(F) 10=-670(F) August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166811 2455373 E7S JACK -OPEN TRUSS 1 1 Job Reference o tional twiloefs v rstSource (rlant laity, f-L), f'lam L;ity, VL - 33b6 I 3x6 = 8.240 s Mar 9 2020 MITek Industries, Inc. Mon Aug 31 12:11:19 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-4uUNYCvbZoW CmAwghX8A1 h?iEdAQ8nahABU7_CyiKj6 7-0-0 7-0-0 3 Scale = 1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.22 3-6 >372 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.22 3-6 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Hors 1=186(LC 10) Max Uplift 1=-75(LC 10), 2=-168(LC 10), 3=-2(LC 10) Max Gram 1=265(LC 15), 2=202(LC 15), 3=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-5 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) 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 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=168. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 QualityCriteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166812 2455373 E7V JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), I fl Plant City, FL - 33567, 8.240 s Mar 9 2020 MI I ek Industries, Inc. Mon Aug 31 12:11:19 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-4uUNYCvbZoWCmAw9hX8A1 h?kedEi8mAhABU7_CyiKj6 -1-4-0 5-8-8 1 4-0 5-8-8 1-3-8 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 6-9 >286 240 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 6-9 >335 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL ' 10.0 Code FBC2017/TPI2014 Matrix -MP 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=241(LC 10) Max Uplift 4=-48(LC 10), 2=-178(LC 10), 5=-116(LC 10) Max Grav 4=118(LC 15), 2=341(LC 15), 5=171(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-111/304 Scale = 1:22.6 C. 6 A r) O PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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) Ptovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 2=178, 5=116. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166813 2455373 E22 Jack -Open Truss 1 1 ,. _ Job Reference o tional inuuaers rirstaource triant any, raj, ream ury, rL - ocoof, 2x4 = 2-2-8 2-2-8 2-2-8 t1.Z4U 5 Mar a ZUZU MI.I eK Inaustrles, Inc. Mon Aug o I iz: I I: it ZUZU rage l I D:ZYc6AO G N bVAfFo43ovpJT9ypvsQ-7VMc7Xu L2AGUXs nnZ66iyGwYuggogt4Ojt?OwJ yi Kj 8 Scale = 1:10.1 Plate Offsets (X,Y)-- [1:0-1-4,Edge) LOADING (psD SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 90.0 Code FBC2017/TPI2014 Matrix -MP Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 10) Max Uplift 1=-22(LC 10), 2=-47(LC 10), 3=-6(LC 10) Max Grav 1=82(LC 15), 2=58(LC 15), 3=38(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; 13=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 100 lb uplift at joint(s) 1, 2, 3. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucklingof individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166814 2455373 131 Special Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:20 2020 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Y4211YwDK5e3OJVLEEfPavY_U1XNtBTrPrDgXeyiKj5 -1-4-0 4-9-6 9-4-0 13-10-10 18-8-0 1 4-0 4-9-6 4-6-10 4-6-10 4-9-6 Scale = 1:33.2 46 = 3x6 = 5x8 = 3x6 = 9-4-0 18-8-0 9-4-0 9-4-0 Plate Offsets (X,Y)—[2:0-2-12,0-1-8),[6:0-6-0,0-0-21,[7:0-4-0,0-3-01 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 0.43 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.26 7-10 >866 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=211(LC 9) Max Uplift 6=-324(LC 10), 2=-431(LC 10) Max Grav 6=688(LC 1), 2=765(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-1162/882, 3-4=-875/670, 4-5=-876/673, 5-6=-1170/926 BOT CHORD 2-7=-672/1073, 6-7=-732/1032 WEBS 4-7=-283/531, 5-7=-416/449, 3-7=-403/382 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 Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-0, Exterior(2) 5-4-0 to 13-4-0, Interior(1) 13-4-0 to 14-8-0, Extedor(2) 14-8-0 to 18-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'vTll fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=324, 2=431. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'(e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type LOT 32/2 WATERSTONE T21166815 2455373 G7 JQtylPly Special Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:30 2020 Page 1 • ID:6gDIOH2OVegl NklsxoNemzyuULB-F?D(rz2V_AueasGGgLrl_Oya83vgDWgJiOeCs3yiKix -1-4-0 7-0-0 9-0-12 9-11-4 12-0-0 17-0-0 19-4-0 23-8-12 28-8-0 30-0-0 1-4-0 7-0-0 2-0-12 d-16-S' T -12 ' S-0-0 2-4-0 4-4-12 4-11-0 5x8 = 4x6 11 6x12 MT20HS 2x4 11 5x8 = V 4x10 MT20HS = 5x8 = 8x10 = 12-0.0 Scale = 1:52.4 4x6 = Plate Offsets (X,Y)-- [2:0-1-11,Edge] [13:0-4-8,0-2-81, [14:0-1-12 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) 0.38 13-14 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.51 13-14 >675 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 152lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-11 cc purlins. 1-3: 2x4 SP M 31, 3-6: 2z4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. BOT CHORD 2x4 SP M 31 *Except* WEBS 1 Row at micipt 6-11 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-14: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-219(LC 6) Max Uplift 2=-1483(LC 8), 9=-993(LC 8) Max Grav 2=2683(LC 1), 9=1845(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528512801, 3-4=-5443/2954, 4-5=-5556/2959, 5-6=-5553/2957, 6-7=-3191/1690, 7-8=-3239/1674,8-9=-3501/1816 BOT CHORD 2-15=-2329/4650, 14-15=-2345/4681, 13-14=-2719/5463, 11-13=-2102/4396, 9-11 =-1 487/3105 WEBS 3-15=-388/742, 3-14=-763/1520, 4-14=-513/291, 5-13=-268/227, 6-13=-772/1504, 6-11=-2826/1563, 7-11 =-I 325/2626, 8-11=-394/297, 4-13=-3541615 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasil=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1483, 9=993. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 699 lb down and 499 lb up at 7-0-12, and 316 lb down and 205 lb up at 9-0-12, and 1248 lb down and 606 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 16-19=-20 Continued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an 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 iviiTek• 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 31,2020 Job r Truss Truss Type Ply LOT 3212 WATERSTONE ];G7 T21166815 2455373 Special Truss JQty 1 1 Job Reference o liana/ Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:30 2020 Page 2 • I D:6gD10H2OVeg 1 Nkl sxoNemzyuU LB-F?fXrz2V_AueasGGgLrI_Oya83vgD WgJiOeCs3yiKix LOAD CASE(S) Standard Concentrated Loads (lb). Vert:15=-699 14=-316 24=-1248 ® WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design.into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building, Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply�li OT 32/2 WATERSTONE T21166818 2455373 G9 Hip Truss 1 ob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:31 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-j BDv3J371UOVCOrTO2M_W DVrCTFly8jSx201 PVyiKiw 1-1-4-0 4-6-10 9-0-0 14-4-0 19-8-0 24-1-7 28-8-0 30-0-0 1-4-0 ' 4-6-10 4-5-7 5-4-0 5-4-0 4-5-6 4-6-9 1-4-0 M 0 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 46 = 3x8 = 4x6 = 3x4 = 46 = 21 5 22 6 3x8 = CSI. DEFL. in (loc) I/deft L/d TC 0.46 Vert(LL) -0:2210-12 >999 240 BC 0.96 Vert(CT) -0.4710-12 >730 180 WB 0.31 Horz(CT) 0.08 8 n/a n/a 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) 2=0-8-0, 8=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-603(LC 10), 8=-603(LC 10) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/1543, 3-4=-1704/1295, 4-5=-1485/1246, 5-6=-1485/1246, 6-7=-1704/1295, 7-8=-1979/1543 BOT CHORD 2-12=-1195/1787, 10-12=-1029/1668, 8-1 0=-1 195/1749 WEBS 3-12=-378/428, 4-12=-267/505, 5-12=-335/284, 5-10=-335/284, 6-10=-267/505, 7-10=-379/428 Scale = 1:51.5 3x6 = PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20 Structural wood sheathing directly applied or 4-0-2 oc purlins. Rigid ceiling directly applied or 2-2-0 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) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 3-4-2, Exterior(2) 3-4-2 to 25-3-14, Interior(1) 25-3-14 to 26-0-0, Extedor(2) 26-0-0 to 30-0-0 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) Phis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=603, 8=603. August 31,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFOREUSE. ot 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Ply LOT 3212 WATERSTONE T21166817 2455373 G11 Hip. Truss �Qty 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:22 2020 Page 1 I D:ZYc6AO G NbVAfFo43ovpJT9ypvs Q-U SAVA EyUsj and dfkMfitf Kd H QrBY L4p7s9i n b W yi Kj3 -1-4-1 6-6-0 11-0-0 15-0-0 1 -9- 18-5-8 22-5-15 28-8-0 30-0-0 1 4-0 6-6-0 4-6-0 4-0-0 -9-8 2-8-0 4-0-6 6-2-2 5x6 = Scale = 1:54.0 4x6 = 23 5 64x6 = 4x6 = 3x6 3x4 = v 3x4 = 3x8 = 3x6 1 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.59 BC 0.94 WB 0.29 - Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.25 11-20 >999 240 -0.5311-20 >650 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-254(LC 8) Max Uplift 2=-603(LC 10), 9=-603(LC 10) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1409, 3-4=-1683/1328, 4-5=-1363/1220, 5-6=-1474/1295, 6-7=-1384/1189, 7-8=-1599/1250,8-9=-1881/1441 BOT CHORD 2-14=-1037/1700, 13-14=-677/1295, 11-13=-797/1446, 9-11 =-1 076/1650 WEBS 3-14=-386/426, 4-14=-269/514, 5-13=-347/435, 6-13=-549/448, 7-11=-322/520, 8-11=-412/440 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 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2) 5-4-2 to 24-1-6, Interior(1) 24-1-6 to 26-0-0, Exterior(2) 26-0-0 to 30-0-0 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 fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=603,9=603. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek«O connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For. general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty 32/2 WATERSTONET21166818 ]P11yJL00T G13 S2455373 pecial Truss 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:24 2020 Page 1 I D:ZYc6AOG NbVAfFo43ovpJT9ypvsQ-QrlObwzkOK8Vsxp7T4kLkliaBetspyrQKSBtgPyiKj 1 i-1-4-0 6-9-4 13-0-0 17-9-8 20-5-8 28-8-0 30-0-0 6-9-4 6-2-12 4-9-8 2-8-0 8-2-8 1-4-0 Scale = 1:52.7 4x6 = 6.00 12 21 3x4 i 3x4 = 4x6 = 5x8 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.22 10-12 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.88 Vert(CT) -0.41 10-12 >849 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-603(LC 10), 7=-603(LC 10) Max Grav 2=1143(LC 15), 7=1135(LC 16) PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-1888/1302, 3-4=-1701/1256, 4-5=-2001/1632, 5-6=-1717/1347, 6-7=-1829/1276 BOT CHORD 2-12=-906/1839, 10-12=-506/1224, 9-10=-879/1561, 7-9=-878/1554 WEBS 3-12=-430/422, 4-12=-301/717, 4-10=-802/1137, 5-1 0=-1 013/882, 6-10=-1531459 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=5.0psf; 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 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 17-9-8, Exterior(2) 17-9-8 to 24-5-8, Interior(1) 24-5-8 to 26-0-0, Exterior(2) 26-0-0 to 30-0-0 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=603, 7=603. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek0 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job / Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166819 2455373 G15 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:26 2020 Page 1 • ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-NEPOOc?_wxOD6EzVbVmppAnv4SbCHgPjnmg_klyiKj? -1-4-0 6-9-4 13-0-0 19-9-8 22-5-8 28-8-0 30-0-0 1 4-0 6-9-4 6-2-12 6-9-8 2-8-0 6-2-8 1-4-0 5x6 = 6.00 12 Scale=1:52.7 3x6 = 3x4 = 3x4 = 5x8 = 2x4 II 3x4 = 10-2-0 19-9-8 22-5-8 28-8-0 10-2-0 9-7-8 2-8-0 6-2-8 LOADING it SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-603(LC 10), 7=-603(LC 10) Max Grav 2=1144(LC 15), 7=1140(LC 16) CSI. DEFL, in (loc) I/deft L/d TC 0.81 Vert(LL) -0.29 10-12 >999 240 BC 0.76 Vert(CT) -0.5310-12 >652 180 WB 0.51 Horz(CT) 0.06 7 n/a n/a Matrix-MSH PLATES GRIP MT20 244/190 Weight: 139 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc.purlins. BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1872/1277, 3-4=-1618/1161, 4-5=-2507/1874; 5-6=-2095/1512, 6-7=-1924/1329 BOT CHORD 2-12=-887/1830, 10-12=-493/1239, 9-10=-957/1663, 7-9=-955/1658 WEBS 3-12=-448/427, 4-12=-225/6M, 4-1 0=-1 021/1493, 5-1 0=-1 358/1101, 6-10=-365/736 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 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2) 9-0-0 to 17-0-0, Inte6or(1) 17-0-0 to 19-9-8, Exterior(2) 19-9-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) P'rovide 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 chard 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=603,7=603. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekOO 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 MITe'Ca 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?PI! Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166820 2455373 G17 Special Truss 1 1 Job Reference (optional) t3uuaers mrstsource trlam ary, t-Ly, rlant ary, I-L - sa001. 14-0 ' 6-94 6-2-12 5-5-11 4x6 6.00 12 4 n.L4U s mar s LULU mI 1 eK Inausines, Inc. man Aug a i I L: I l:Lr Lulu rage I 3-3-13 2-8-0 4-2-8 Scale = 1:52.7 3x4 = 3x6 = 3x4 = 3x4 i 5x8 = 2x4 11 3x4 = 8-11-5 17-4-1 21-9-8 24-5-8 28-8-0 8-11-5 6-4-13 4-5-7 2-8-0 4-2-8 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [3:0-3-0,0-3-01, [7:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.22 12-14 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.83 Vert(CT) -0.39 12-14 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 145 lb FT = 20% 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) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-603(LC 10), 8=-603(LC 10) Max Grav 2=1135(LC 15), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/1243, 3-4=-1712/1217, 4-5=-1927/1420, 5-6=-2874/1986, 6-7=-2474/1689, 7-8=-2017/1326 BOT CHORD 2-14=-881/1825, 12-14=-483/1209, 11-12=-1016/1863, 10-11=-994/1766, 8-10=-994/1760 WEBS 3-14=-429/420, 4-14=-317/720, 4-12=-625/1068, 5-12=-703/617, 5-11=-728/1048, 6-11=-1365/969, 7-11=-587/932 Structural wood sheathing directly applied or 3-3-2 oc pudins. Rigid ceiling directly applied or 5-10-0 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) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 21-9-8, Exterior(2) 21-9-8 to 30-0-0 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=603, 8=603. August 31,2020 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 +� Tampa, FL 36610 I Job A Truss Truss Type City Ply LOT 3212 WATERSTONE T21166821 2455373 G19 Special Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ,-1-4-0 , 5-0-6 8-4-11 4x6 = 6.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:28 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-JcXmQHOFSZexLY6uiwpH ubtE9GFLIclOF495oAyiKiz 18-4-12 23-9-8 26-5-8 28-8-0 30-0-0 5-4-12 5-4-12 2-8-0 2-2-8 - 1-4-0 Scale = 1:52.7 2x4 11 4 7x10 5x6 i 6 3 6x8 = 5x8 = 7 1.5x8 STP = 2 9 101,4 is 22 14 23 13 12 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 i 3x8 = 3x6 = 3x4 = 8-4-11 16-7-n SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-294(LC 23) Max Uplift 2=-618(LC 8), 9=-776(LC 8) Max Grav 2=1147(LC 1), 9=1298(LC 1) 11 5x12 = 2x4 II 3x4 = CSI. DEFL. in (loc) I/deft lid PLATES GRIP TC 0.83 Vert(LL) 0.3812-13 >903 240 MT20 244/190 BC 0.85 Vert(CT) -0.5412-13 >635 180 WB 0.96 Horz(CT) 0.07 9 n/a n/a Matrix-MSH Weight: 150 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-0 cc bracing. WEBS 1 Row at micipt 6-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1975/971, 3-4=-1770/886, 4-5=-179411013, 5-6=-1891/1037, 6-7=-4515/2339, 7-8=-3748/1882, 8-9=-2425/1312 BOT CHORD 2-15=-729/1909, 13-15=-353/1226, 12-13=-823/1941,'11-12=-1069/2151, 9-11=-1064/2138 WEBS 3-15=-277/216, 4-15=-266/245, 5-15=-352/800, 5-13=-471/1055, 6-13=-755/536, 6-12=-1332/2530, 7-12=-2155/1192, 8-12=-843/1784 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, with BCDL = 1 O.Opsf. 6) Rrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=618, 9=776. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 222 lb up at 26-5-8 on top chord, and 61 lb down and 41 lb up at 26-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-7=-54, 7-8=-54, 8-10=-54, 16-19=-20 Concentrated Loads (lb) Vert: 8=-119 11=-61 August 31,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 n:v. 5/1912020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/f Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job J. Truss Truss Type Qty Ply T21166822 2455373 GX Special Truss 1 �10T`3212WATERSTONE 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:32 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-BOmHGf4l Wn9Mg9QfxmtD3R14Utm WhercAi7JxxyiKiv -1-4-0 9-4-0 18.M 1 4 0 9-4-0 i 9-4-0 4x6 = Scale = 1:33.8 Io 1/ lti lb 14 13 12 11 ono = 2x4 I 2x4 II 2x4 II 5x6 = 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate,Gdp DOL 1.25 TIC 0.23 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 1 n/r 180 MT20 244/190 Vert(CT) 0.00 1 n/r 180 Horz(CT) 0.00 10 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (lb) - Max Horz 2=211(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 16,12 except 2=-156(LC 10), 15=-100(LC 10), 17=-117(LC 10), 13=-105(LC 10), 11=-166(LC 10) Max Grav All reactions 250 lb or less atjoint(s) 10, 2, 14, 15, 16, 13, 12 except 17=261(LC 15), 11=290(LC 16), FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-94/357, 6-7=-94/357 WEBS 5-15=-145/315, 3-17=-192/307, 7-13=-145/318, 9-11=-205/420 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=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 5-4-0, Comer(3) 5-4-0 to 13-4-0, Exterior(2) 13-4-0 to 14-8-0, Corner(3) 14-8-0 to 18-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-O.oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) .This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates maybe used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16, 12 except Qt=lb) 2=156, 15=100, 17=117, 13=105, 11=166. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi fek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safell Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 32/2 WATERSTONE T21166823 2455373 M Common Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:33 2020 Page 1 ID:6gD10H2OVeg1 Nkl sxoNemzyuU LB-faKfU?4NG5HDRJ?rVTOSbeaB9H3do5clOMtsTOyi Kiu -1-4-0 5-0-0 10-0-0 11-4-0 5-0-0 5-0-0 1-4-0 46 = 3x4 = Scale=1:23.1 IT 0 5-0-0 10-0-0 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 6-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.39 Vert(CT) 0.06 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size), 2=0-4-0, 4=0-3-8 Max Horz 2=130(LC 9) Max Uplift 2=-467(LC 10), 4=-467(LC 10) Max Grav 2=442(LC 1), 4=442(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/1050, 3-4=-500/1050 BOT CHORD 2-6=-731/402, 4-6=-731/402 WEBS 3-6=-522/225 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=5.0psf; 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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2==467, 4=467. August 31,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Addittonal temporary and permanent bracing w is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /�ITeke 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166824 2455373 M1 Common Truss 1 1 Job Reference (optional) euucers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:34 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-8mu2hL501 PP43Ta23Avh8s7lmgl59XQudOcP?gyivjt 1 4-0 1-10-0 5-0-0 10.0-0 11 4-0 1-4-0 1-10-0 3-2-0 5-0-0 1-4-0 4x6 = 3x6 11 Scale = 1:23.1 I� 1-8-0 1-1010 5-0-0 10-0-0 1-8-0 0- - 3-2-0 5-0-0 Plate Offsets (X,Y)-- [2:Edge,0-0-4] [5:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.17 7-14 >577 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.15 7-14 >670 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-3-8, 8=0-4-0 Max Horz 8=130(LC 9) Max Uplift 5=-362(LC 10), 8=-572(LC 10) Max Grav 5=343(LC 20), 8=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-227/499, 4-5=-220/401 WEBS 3-8=-302/615 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=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left and right exposed;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5==362, 8=572. August 31,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This designis based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI Epr k� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and. bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 job Truss Truss Type Qty Ply 32/2 WATERSTONE JL0T T21166825 2455373 M2 SPECIALTRUSS 1 ob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:35 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-czSQuh6eoiXxhd9EduRwh3fTg4jguOz2sgMzYGyiKis -1-4-0 5-0-0 8-8-0 11-4-0 1-4-0 5-0-0 3-8-0 2-8-0 2 Scale = 1:23.7 4x6 = 5-0-0 8-8-0 5-0-0 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 7.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-6: 2x4 SP No.2 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=158(LC 9) Max Uplift 2=-388(LC 10), 6=-546(LC 10) Max Grav 2=368(LC 1), 6=487(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-121/306, 3-4=-107/397, 4-6=-338/788 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.24 7-9 >418 240 MT20 2441190 Vert(CT) -0.20 7-9 >500 180 Horz(CT) -0.00 6 file n/a Weight: 45 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 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) and C-C Exterior(2) zone; end vertical right exposed; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 6 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 100 lb uplift at joint(s) except Qt=lb) 2=388, 6=546. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 32/2 WATERSTONE T21166826 2455373 MG FLAT TRUSS 1 n L Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:36 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-490o6O7GZOfoinkQAby9DHCnIU3hdPJ B4K5W4iyivir i 3-8.0 74-0 3-8-0 3-8.0 6.00 12 3x4 6 3x6 11 46 = 6x8 = 3-8-0 7.4-0 3-8-0 3-8-0 43x6 Scale=1:27.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Horz 6=199(LC 7) Max Uplift 6=-1661(LC:8), 4=-1190(LC 8) Max Grav 6=2114(LC 1), 4=1933(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1491/1006, 2-3=-1491/1006, 1-6=-1497/990, 3-4=-1497/990 WEBS 2-5=-743/1113, 1-5=-927/1503, 3-5=-952/1503 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. I11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; parch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1661, 4=1190. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1174 lb down and 587 lb up at 3-4-12, and 1176 lb down and 591 lb up at 5-4-12, and 1599 lb down and 1173 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1174(B) 7=-1176(B) 8=-1176(B) �loy1 =2�8:39:j ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" 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/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 mpaaa�j^ 33610','; August 31,2020 Jab P Truss Truss Type Cty Ply LOT 32/2 WATERSTONE T21166827 2455373 MX COMMON TRUSS 1 1 Job Reference o lional ustaource (Plant City, FL), Plant City, FL - 33bbt, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Aug 31 12:11:36 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-490o607GZOfolnkOAbygDHCiCU2YdSpB4K5W4iyiKir -1-4-0 5-0-0 10-0-0 11-4-0 1 4-0 5-0-0 5-0-0 1-4-0 4x6 = Scale=1:23.1 Ig LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.57 WB 0.13 Matrix-SH DEFL. in Vert(LL) 0.08 Vert(CT) 0.07 Horz(CT) -0.01 (loc) I/deft Ud 6-8 >999 240 6-8 >999 180 6 n/a rile PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=-130(LC 8) Max Uplift 2=-467(LC 10), 6=-467(LC 10) Max Grav 2=439(LC 1), 6=439(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-476/1266, 3-4=-425/1345, 4-5=-425/1345, 5-6=-476/1266 BOT CHORD 2-10=-860/378, 9-10=-860/378, 8-9=-860/378, 6-8=-860/378 WEBS 4-9=-713/193 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=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) s 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=467, 6=467. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 3212 WATERSTONE T21166828 2455373 PB Piggyback Truss 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Aug 31 12:11:37 2020 Page 1 ID:6gDIOH2OVegl Nkl sxcNemzyuULB-YLaAJM7uKKnfwxldkJTOmUI_UVKMw1 LJ_r3c9yiKiq 4-8-0 2-4-0 3x4 = Scale = 1:9.1 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY 2x4 = PURLINS AT 2-0-0 OC. MAX. 2x4 — TYPICAL. — 4-8-0 4-8-0 Plate Offsets (X,Y)— [3:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 n/r 180 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 180 BCLL 0.0 * Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 12.Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-41(LC 8) Max Uplift 2=-94(LC 10), 4=-94(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI71p/1 Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 0 b Truss Truss Type ty ERSTonOaNlE ' T211662 =(opti 455373 PB1 Piggyback Truss 21 uc,a rn mouuwe train c.uy, r�l, ram �,uy, r�-oowr, 3 2x4 i5.G4U 5 Mar y LULU mi I eK mUUSirIeS, Inc. Mon Aug 51 1L:11:Jd GUGU rage 1 ID:6q D IOH2OVeg1 Nkl sxoNemzyuU LB-OX8YXi8 W5dvWY4tp10_d IiH9j IrZ5NH UYead8byi Kip 2-8-0 4-8-0 N. ' - 2-0-0 46 11 2x4 = Scale = 1:9.2 4-8.0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 n/r 180 _ MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 8) Max Uplift 2=-94(LC 10), 4=-94(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-8-0 oc purlins. Rigid ceiling directly applied or 10-0-0 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; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' ' i Truss Type Qty Ply LOT32/2WATERSTONET2116683D T 2455373 Jack -Open Truss 1 1 Jab Reference (optional) ce (Fiani Chy, ra), Fiam City, FL - &sobr, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:38 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-OX8YXi8 W5dvWY4tp IO_d IiH5LIrP5NH UYead8by!Kip -1-10-10 3-11 1-10-10 3-1-8 Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d 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 0.10 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 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=113(LC 8) Max Uplift 3=-20(LC 5), 2=-196(LC 8), 4=-3(LC 1) Max Grav 3=36(LC 13), 2=173(LC 1), 4=29(LC 8) 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; 13=45ft; L=40ft; eave=5ft; Cat. ll; 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 100 lb uplift at joint(s) 3, 4 except Qt=1b) 2=196. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, and 42 lb down and 52 lb up at 1-5-4 on top chord, and 31 lb up at 1-5-4, and 31 lb up at 1-5-4 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=105(F=52, B=52) 9=35(F=17, 13=17) August 31,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Salefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21166831 2455373 R7 Jack -Open Truss 3 1 �LOT3212WATERSTONE Job Reference (optional) Huilders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:39 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTgypvsQ-Ukixk298sx1N9ES7skVsrvgGlh7Lgn4enlKAhlyiKio -1-10-10 6-3-7 9-10-13 1-10-10 6-3-7 3-7-5 Scale=1:23.4 3x4 = 6-3-7 9-10-13 6-3-7 3-7-5 Plate Offsets (X,Y)— [2:0-2-11,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MSH Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-80(LC 8), 2=-275(LC 8), 5=-178(LC 8) Max Grav 4=78(LC 1), 2=404(LC 1), 5=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-576/224 BOT CHORD 2-7=-305/530, 6-7=-305/530 WEBS 3-7=0/307, 3-6=-640/368 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=4011; 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 100 lb uplift at joint(s) 4 except Qt=lb) 2=275, 5=178. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, 42 lb down and 52 lb up at 1-5-4, 6 lb down and 83 lb up at 4-3-4, 6 lb down and 83 lb up at 4-3-4, and 45 lb down and 130 lb up at 7-1-3, and 45 lb down and 130 lb up at 7-1-3 on top chord, and 31 lb up at 1-5-4, 31 lb up at 1-5-4, 6 lb down and 9 lb up at 4-3-4, 6 lb down and 9 lb up at 4-3-4, and 34 lb down and 1 lb up at 7-1-3, and 34 lb down and 1 lb up at 7-1-3 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 (lb) Vert: 11=105(F=52, B=52) 12=-4(F=-2, B=-2) 13=-89(F=-45, B=-45) 14=35(F=17, B=17) 15=-12(F=-6, B=-6) 16=-47(F=-24, B=-24) August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. '' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criterla, DSB-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' ' Truss Type Qty Ply LOT 3212 WATERSTONET21166832 TTr 2455373 Jack -Open Truss 1 1 Job Reference (optional) usiSuurce (rlani City, FL), riam uty, FL - asoot, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 12:11:40 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-ywFJyOAmdF9EnO1 BPR0507NQF5JGZEgn?y3kDUyiKin -1-10-10 6-1-0 9-10-13 1-10-10 6-1-0 3-9-13 Scale = 1:23.2 Iv 0 3x4 rn 6 6 0 6-1-0 - 3-9-13 Plate Offsets (X,Y)-- [2:0-2-5 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.14 6-7 >850 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.19 6-7 >629 180 BCLL 0.0 Rep Stress incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix-MSH Weight: 39 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-281(LC 8), 5=-166(LC 8) Max Grav 4=120(LC 1), 2=493(LC 1), 5=378(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1281/550 BOT CHORD 2-7=-635/1200, 6-7=-626/1157 WEBS 3-7=-8/418, 3-6=-1190/637 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=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) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 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 100 lb uplift at joint(s) except Qt=lb) 4=108,2=281,5=166. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 41 lb down and 32 lb up at 11-5-4, 41 lb down and 32 lb up at 1-5-4, 10 lb down and 86 lb up at 4-3-4, 10 lb down and 86 lb up at 4-3-4, and 59'lb down and 140 lb up at '7-1-3, and 59 lb down and 140 lb up at 7-1-3 on top chord, and 32 lb up at 1-5-4, 32 lb up at 1-5-4. 9 lb down and 7 lb up at 4-3-4, 9 lb down and 7 lb up at 4-3-4, and 47 lb down at 7-1-3, and 47 lb down at 7-1-3 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 Continued on page 2 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 31,2020 Job - 0 Truss Type Qty Ply LOT 32/2 WATERSTONE TVR7 T21166832 2455373 Jack -Open Truss 1 1 Job Reference o tional •� • ••�•���o • Y. Y. - oo:,or, ts.zvu s Mar a zuzU MI I eK Inaustnes, Inc. Mon Aug 31 12:11:40 2020 Page 2 ID:6gDIOH2OVeglNklsxoNemzyuULB-ywFJyOAmdF9En01BPR0507NQF5JGZEgn?y3kDIJyiKin LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=26(F=13, B=13) 12=-13(F=-6, B=-6) 13=-118(F=-59, B=-59) 14=37(F=19, 13=19) 15=-18(F=-9, B=-9) 16=-75(F=-37, B=-37) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI11"P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk East Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole For 4 x 2 orientation, locate plates 0- ''+d' 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/TP11: 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. 0_ O 2 U EL O I- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS 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 0 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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. 21.The design does not take into account any dynamic or other loads other than those expressly stated.