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HomeMy WebLinkAboutTruss�.f 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com fiF 8 ENGINEERING ASSOCIATES January 13, 2021 Building Department Ref: Adams Homes Lot: 7 Blk. 2 Subdivision: Waterstone Address: 8520 Waterstone Blvd. Model: 2265 2CF A RH KA # 21-0158 Truss Company: Builders First Source Date of drawings: 1/11/21 Job No.: 2597955 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 1/13/2021 Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" `�ggq1l11111/ p ABLO " * • Nob 4�.'9�N' Lu�� •.� • o� PP�� FL. 8r7 4A L EIA q�.`• alrl!!!lW II N- I■,■ � 1 1 - I • PEAK' OW..■���®®1�==��= 01�1 ♦A. it ■�■ ■'■_ _■1■ NINE IN 8'-0" Ceiling .SAn �i �■� ■� 1■ co U U UI U CONNECTORS SCHEDULE ROOF TRUSS Q Ip MODEL ROOF UPLIFT SYM 0 A-11 LUS24 / JUS24 1 895 / 835 490 /510 1LA* 3 A HTU26 / THD26 3600 / 3470 1555 / 2330 ALA 0 B HTU28 /THD28 4680 / 5040 2140 / 2330 ALB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 lip 0 E HGUS26-2 / THDH26-2 15320 15245 2155 / 2340 1 A LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 1 IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 A tG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 A u+ 0 J THASR-L29 / 9100 / 8990 4095 / 4370 1 W 28 3X8NOP REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques construction, coordinating his work with that of all trades and performing his work in a safe and saris ry manner. FL RIDA DESIGNSOLUTI Date SubirM So. Project No. CONDITIONS PRIOR 70 APPROVAL RELD BY BUILDER MAIN WIND FORGE RESISTING SYSTEWC.0 HYBRID WIND ASCE7.10 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And Y•ND WORTANCE FACTOR 1.00 WIND LOAD I NCE Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 100 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WTTH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELOl I Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES HAVE TCLL: 20 PSF TCL• 40 PSF BEENDSIONS ACCNEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date TOTAL 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders Fifst Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2X4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE o BUILDER: Adams Homes PROJECT: 1 Single Family MODEL: 1 2265 A / 2CAR ADDRESS: 1 8520 WATERSTONE BLVD LOT I BLOCK. 712 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 2697965 DATE: 01/08/2021 SCALE: I NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 335W Ph.(813) 305.1300 Fax(813) 305-1301 Mffek� RE: 2597955 MiTek USA, Inc. LOT 7/2 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Melbourne - Bill R Project Name: 2597955 Lot/Block: 7/2 Model: 2265 A Address: 8520 WATERSTONE BLVD Subdivision: WATERSTONE City: FT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22400905 A 1111 /2021 21 T22400925 D9 1/11/2021 2 T22400906 Al 1/11/2021 22 T22400926 D11 1/11/2021 3 T22400907 A3 1/11/2021 23 T22400927 D13 1/11/2021 4 T22400908 A5 1/11/2021 24 T22400928 D15 1/11/2021 5 T22400909 B7 1/11/2021 25 T22400929 D17 1/11/2021 6 T22400910 B9 1/11/2021 26 T22400930 D19 1/11/2021 7 T22400911 B11 1/11/2021 27 T22400931 D21 1/11/2021 8 T22400912 B13 1/11/2021 28 T22400932 E3 1/11/2021 9 T22400913 B15 1/11/2021 29 T22400933 E7 1/11/2021 . 10 T22400914 B17 1/11/2021 .30 T22400934 E7V 1/11/2021 11 T22400915 B19 1/11/2021 31 T22400935 FG 1/11/2021 12 T22400916 B21 1/11/2021 32 T22400936 G 1/11/2021 13 T22400917 C1 1/11/2021 33 T22400937 G1 1/11/2021 14 T22400918 C1P 1/11/2021 34 T22400938 G7 1/11/2021 15 T22400919 Cl V 1/11/2021 35 T22400939 G9 1/11/2021 16 T22400920 C3 1/11/2021 36 T22400940 M 1/11/2021 17 T22400921 C3V 1/11/2021 37 T22400941 M3 1/11/2021 18 T22400922 C5 1/11/2021 38 T22400942 PB 1/11/2021 19 T22400923 C5V 1/11/2021 39 T22400943 PB1 1/11/2021 20 T22400924 D7 1/11/2021 40 T22400944 R3 1/11/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource,(Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with 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 of2 Velez, Joaquin 11, 2021 A�If Kffeko RE: 2597955 - LOT 7/2 WATERSTONE Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Project Customer: Adams Homes Melbourne - Bill R Project Name: 2597955 Lot/Block: 7/2 Subdivision: WATERSTONE Address: 8520 WATERSTONE BLVD City, County: FT PIERCE State: FL No. Seal# Truss Name Date 41 T22400945 R7 1/11/2021 42 T22400946 VR7 1/11/2021 2 of 2 Job Truss Truss Type City Ply LOT 712 WATERSTONE T22400905 2597955 A PIGGYBACK BASE TRUSS 4 1 Job Reference (optional) BWIders RrstSouroe (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:28 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Njl6XnzRE9162deS8bgnC2wfEAeaBLms4AbXtMzwo3X t1-4-q 5-7-6 8-11-0 14-11-8 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-0-0 i-4-0'3-3-10 6-0-8 6-0-8 4-8-0 5-9-12 5-10-13 5-2-15 3x6 = Ft nn `c 18 3x4 = 8-9-8 6x8 = 5x6 = 5x6 = 34-3-0 Scale =1:80A LOADING (psf) SPACING- 2-0-0 CSI. I DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.35 18-21 >304 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.25 18-21 >420 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-MSH Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc pur ins. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-18: 2x4 SP No.3 WEBS 1 Row at ini 5-17, 6-16, 8-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-460(LC 10), 18=-829(LC 10), 10=-682(LC 10) Max Grav 2=403(LC 21), 18=1970(LC 15), 10=1626(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/403, 3-4=-278/422, 4-5=-263/421, 5-6=-1647/1070,6-7=-1548/1020, 7-8=-1764/1050, 8-9=-2654/1270, 9-10=-2886/1372 BOT CHORD 2-18=-310/229, 17-18=-1742/623, 4-17=-308/240, 16-17=-540/1474, 14-16=-390/1415, 12-14=-778/1982, 10-12=-1049/2533 WEBS 3-18=-299/323, 5-17=-1927/638, 5-16=A/283, 6-16=-126/278, 6-14=-76/451, 7-14=-180/513, 8-14=-807/491, 8-12=-89/619, 9-12=-361/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(21R) 15-4-2 to 31-6-8, Interior(1) 31-6-8 to 40-0-0, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle,3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2, 829 lb uplift at joint 18 and 682 lb uplift at joint 10. r� January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with 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 into 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 ANS11rFl1 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 7/2 WATERSTONE T22400906 2597955 Al PIGGYBACK BASE TRUSS 1 1 i Job Reference o tional r.ptaers YlrsuJource Imam idly, FL), mans L ny, r-L - 3d001, i5 R6U s NOV JU LULU MI I eK Inaus[rles, Inc. OUn Jan iu -I V:uu;ze Luz? rage -I ID:6gDIOH2OVeg l Nkl sxoNemzyu U LB-rwsUk7z4?SQzgnDeiJC01GToTazHwndOJgK4Qozwo3W 14- 8-0-12 14-6-1 21-0-0 25-8-0 31-5-12 37-4-9 -4-0 8-0-12 6-5,5 6-5-15 4-8-0 5-9-12 5-10-13 5-2-15 1-4-8 6.00 12 46 i 25 4 6xl2 MT20HS i 3 1.5x8 STP = 16 1 2 5x6 = 27 17 3 i„ _ 8-0-12 3x8 MTPHIS 11 5x6 = 5x6 = 5 6 5x6 O 7 28 29 15 30 14 31 13 32 12 11 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = Scale = 1:80.4 2x4 8 1.5x8 STP = 26 g10 In jo N 3x6 = 8-0-12 16-10-6 - 25-80 34-3-0 42-7-8 8-0-12 i 8-9-10 8-9-10 8-7-0 8.4.8 Plate Offsets (X,Y)-- [3:0-6-0,Edge], [5:0-3-0 0-2-01[6:0-3-0 0-2-0] [7:0-3-0,0-3-0] 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 0.66 Vert(LL) 0.34 1.7-20 >280 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.26 17-20 >369 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 230 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Horz 2=421(LC 8) Max Uplift 2=-386(LC 10), 17=-866(LC 10), 9=-685(LC 10) Max Grav 2=336(LC 21), 17=2020(LC 15), 9=1653(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/453, 3-4=-278/346, 4-5=-1776/1081, 5-6=-1605/1030; 6-7=-1827/1061, 7-8=-2711/1282, 8-9=-2944/1383 BOT CHORD 16-17=-1967/862, 3-16=-496/425, 15-16=-567/1632, 13-15=-405/1499, 11-13=-788/2036, 9-11=-1058/2584 WEBS 4-16=-2101/776, 5-15=424/369, 5-13=-78/422, 6-13=-190/550, 7-13=-803/491, 7-11=-90/613, 8-11=-361/297 Structural wood sheathing directly applied or 3-3-1 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-16, 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-6-8, Interior(1) 31-6-8 to 40-0-0, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 386 lb uplift at joint 2, 866 lb uplift at joint 17 and 685 lb uplift at joint 9. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and.properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANS11rPl1 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 7/2 WATERSTONE JLOOT T22400907 2597955 A3 PIGGYBACK BASE TRUSS 1 b Reference (optional) umnuers rlrsiSouroe (Plant Ciiy, FL), Plant City, FL - 33567, t5,43U S NOV 30 2020 MI I eK Industries, inc. Jun Jan ill iu:00:31 202i Page i ID:6gDIOH2OVeglNklsxoNemzyuULB-nl_E9o?KX4ghv5M1pkEUghY700geOgDln8pBUhzwo3U T1-4-Q 1-2-4 13-10-6 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-0-9 7-2-4 6-8-2 7-1-10. 4-8-0 5-9-12 5-10-13 5-2-15 1-4-8 Scale = 1:80.4 5x6 = 5x6 = 5 6 6.00 12 5x6 4x6 i 25 7 4 6x12 MT20HS i 2x4 8 1.5x8 STP = 3 26 910 � 1.5x8 STP = 24 16 IT o 0 1 2 4x6 = 15 28 14 29. 13 30 12 31 11 N 27 17 3x4 = 4x6 = 3x8 4x6 = 3x4 = 3x6 = 3x6 = 4x6 II 6-10-6 7 34-3-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.77 BC 0.91 WB 0.82 Matrix-MSH DEFL. in (loc) I/defl Lid Vert(LL) 0.21 17-20 >411 240 Vert(CT) -0.58 13-15 >734 180 Horz(CT) 0.10 9 n/a n/a PLATES MT20 MT20HS Weight: 230 lb GRIP 2441190 187/143 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.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. 3-17: 2x4 SP No.3, 14-16,12-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-16, 5-13, 7-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Harz 2=421(LC 8) Max Uplift 2=-351(LC 10). 17=-854(LC 10), 9=-699(LC 10) Max Grav 2=314(LC 21), 17=1994(LC 15), 9=1689(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/434, 3-4=-313/295, 4-5=-2004/1186, 5-6=-1684/1061, 6-7=-1915/1095, 7-8=-2784/1319, 8-9=-3017/1420 BOT CHORD 16-17=-1947/865, 3-16=-484/397, 15-16=-663/1899, 13-15=-452/1606, 11-13=-820/2108, 9-11=-1091 /2650 WEBS 4-16=-2265/866, 4-15=-1051305, 5-15=-200/512, 5-13=-77/428, 6-13=-211/606, 7-13=-794/494, 7-11=-93/598, 8-11=-362/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 40-0-0, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 854 lb uplift at joint 17 and 699 lb uplift at joint 9. s January 11,2021 ® 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 parametersshown, and is for an individual building component, not ��e 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 ANS11FPlf 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 Qty Ply T22400908 2597955 A5 PIGGYBACK BASE TRUSS 1 1 =LOTRSTONE (optional) ;yilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:32 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-GVYcM80yINoYXFxDNRIjNu5lao?R78WS?oZkO7zwo3T i1-4-q 6-3-0 13-7-12 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-0-9 6-3-0 7-4-12 7-4-4 5-9-12 5-10-13 5-2-15 1-4-8 Scale = 1:82.0 5x8 = 6.00 12 5x6 = �0 18 - --. 3x6 = 3x6 II 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 0.74 Vert(LL) -0.28 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1:00 Vert(CT) -0.49 11-13 >899 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. 3-18: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 5-13, 7-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-314(LC 10), 18=-839(LC 10), 9=-715(LC 10) Max Grav 2=271(LC 21), 18=1990(LC 15), 9=1707(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/453, 3-4=-2221/1150, 4-5=-1854/1104, 5-6=-1701/1101, 6-7=-1934/1140, 7-8=-2835/1356, 8-9=-3066/1458 BOT CHORD 17-18=-1951/866, 3-17=-1842/904, 14-16=-765/2147, 13-14=-487/1717, 11-13=-857/2140, 9-11=-1125/2692 WEBS 3-16=-680/1923, 4-14=-525/336, 5-14=-127/490, 5-13=-1581282, 6-13=-229/624, 7-13=-815/489, 7-11=-85/629, 8-11=-357/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0. Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 40-0-0, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2, 839 lb uplift at joint 18 and 715 lb uplift at joint 9. m 0 0 January 11,2021 ® 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 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 A 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/TPIf 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 7/2 WATERSTONE T22400909 2597955 B7 HIP TRUSS 1 2 Job Reference o tional veupers nrstaource triant ury, r-Ll, riant ary, M - 880b I, 6 .46U s NOV SU 2UZU Mi I eK Industries, Inc. Sun Jan 1 U 1U:UU:42 2021 Pagel ID:6gDIOH2OVeglNklsxoNemzyuULB-zQ90TZ7DxS37kni8yYx3n?V1cgPATdZwIL_GNYzwo3J 1-4-0 3-9-4 7-(F0 13-5-6 19-10.12 26-4.2 32-9-6 36-2-12 39-1-11 3 -8 0 42.11-7 46-8-0 8-0- 1-4-03-2-12 6-5-6 6-5-6 6-5-6 6-5-6 3-5.4 2-10-15 0-6- 3-3-7 3-&9 1-40 5x6 = 6.00 12 3x8 = 5x6 = 3x6 = 5x8 = 5x8 = 4 28 29 5 30 31 32 33 346 35 36 37 387 39 40 41 42 843 44 45 9 2x4 3 1.5x8 STP = I m 1 2 0 4x6 = 21 46 47 20 19 3x8 = 3x8 MT20HS = 2x4 I 48 49 50 51 18 5217 53 54 5516 56 57 58 15 y 3x8 =3x8 = 4x6 = 3x6 II Scale=1:84.8 2x4 = 10 m 1.5x8 STP = o o A 4 � N 1112 Iv 0 3.50112 46 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 NO Code FBC2020/TPI2014 CSI. TC 0.70 BC 0.98 WB 0.84 Matrix-MSH DEFL. in (loc) I/deft Lid Vert(LL) 0.29 18-19 >999 240 Vert(CT) -0.45 18-19 >905 180 Horz(CT) 0.10 15 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 470 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1008(LC 8), 15=-1461(LC 8), 11=-407(LC 8) Max Grav 2=2308(LC 1), 15=3688(LC 1), 11=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4561/1847, 3-4=-4416/1779, 4-5=-3995/1659, 5-6=-5496/2354, 6-7=-5496/2354, 7-8=-3776/1679, 8-9=-152/457, 9-10=-2154/694, 10-11=-2334/882 BOT CHORD 2-21 =-1 522/4030, 19-21=-2113/5562, 18-19=-2113/5562, 16-18=-1435/3776, 14-15=-3463/1417, 8-14=-2636/1275, 13-14=-468/2273, 11-13=-684/2225 WEBS 3-21=-276/140, 4-21=-425/1478, 5-21 =-1 799/801, 5-19=0/470, 6-18=-655/513, 7-18=-771/1965, 7-16=-1616/921, 8-16=-1720/4416, 9-13=-1 03/1133,10-13=-488/219. 9-14=-2801/776 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-8-0 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joints) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) IWovide mechanical connection (by others) of truss to bearing plate capable of withstanding 1008 lb uplift at joint 2, 1461 lb uplift at joint 15 and 407 lb uplift at joint 11. :ontinued on page 2 January 112n71 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1012020 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 M iTe 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 ANSI1rPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400909 2597955 11 B7 HIP TRUSS 1 Job Reference (optional) Dun - nrswuurce iridin uny, r-Lj, runt k.iry, r-L- asoor, 8.4M S NOV JU 2UZU MI IeK Inclustrles, Inc. Sun Jan 10 10:UU:42 2021 Page 2 NOTES- ID:6gDIOH2OVeg1NklsxoNemzyuULB-zQ90TZ7DxS37kni8yYx3n?V1cgPATdZwIL_GNYzwo3J 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 102 lb up at 7-0-0, 87 lb down and 108 lb up at 9-0-12, 87 lb down and 108 lb up at 11-0-12, 87 lb down and 108 lb up at 13-0-12, 87 lb down and 108 lb up at 15-0-12, 87 lb down and 108 lb up at 17-0-12, 87 lb - down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 87 lb down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7-4, 87 lb down and 108 lb up at 25-7-4, 87 lb down and 108 lb up at 27-7-4, 87 lb down and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and 198 lb up at 39-8-0 on top chord, and 364 lb down and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 lb down at 23-7-4, 65 lb down at 25-7-4, 65 lb down at 27-7-4, 65, lb down at 29-7-4, 65 lb down at 31-7-4, 121 lb down and 113 lb up at 33-7-8, 83 lb down at 35-7-4, and 83 lb down at 37-7-4, and 424 lb down and 72 lb 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=-1 25(F) 15=-1 21 (F) 21=-364(F) 9=-179(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 32==87(1`) 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ype Qty Ply LOT 7/2 WATERSTONE THIuPsTRUSS T22400910 2597955 B9 1 1 Job Reference (optional) SAunaers rlrslaource irlam ury, t-Li, mans city, rL - 33Ob/, 6.43U S NOV 3U ZUZU MI I eK Inauslrles, Inc. 5Un Jan I IU:UU:44 ZU21 rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-voG9tF9UT3JrzSsX4zzXsQaJFd7LxXCDmfTNSRzwo3H 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 8-3-1-10-12 4-3-7 4-8-9 -4-0 5x6 = 6.00 12 4 0 5x8 = 5x6 = 3x4 II 28 29 5 30 6 31 32 733 5x6 = 8 19 18 17 16 15 14 46 = 3x8 = 3x8 = 2x4 11 3x8 MT20HS = 3x6 = 6x8 = 3.50112 4x6 9-0-0 39-1-11 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 FBC2020/TP12014 CSI. TC 0.88 BC 0.87 WB 0.90 Matrix-MSH DEFL. in (loc) I/defl 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=-672(LC 10), 10=-340(LC 10), 14=-753(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=-2316/1411, 3-4=-2065/1242, 4-5=-1820/1188, 5-6=-1652/1105, 6-7=-60/269, 8-9=-782/462, 9-1 0=-1 287/878 BOT CHORD 2-19=-1088/2079, 17-19=-1095/2311, 15-17=-1095/2311, 14-15=-728/1634, 13-14=-756/478, 7-13=-371/351, 12-13=-33/325, 10-12=-644/1151 WEBS 3-19=-347/316, 4-19=-201/602, 5-19=-659/323, 5-17=0/311, 5-15=-760/416, 6-15=-102/612, 6-14=-1977/959, 8-13=-617/278, 8-12=-147/533, 9-12=-498/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Extedor(21R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 32-0-2, Exterior(2R) 32-0-2 to 43-3-14, Interior(1) 43-3-14 to 44-0-0, Extedor(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 672 lb uplift at joint 2, 340 lb uplift at joint 10 and 753 lb uplift at joint 14. January 11,2021 .......... ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/17'P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400911 2597955 B11 Hip Truss 1 1 Job Reference o lional r, •'-"••' • ••"- .-- a •"• I• ""r, . ...I -.1y, . `-- ­­ I I o.ROU s INUV JU LULU 1VII I ex InuUslnes, Inc. Jun Jan l U IU:UU:3S 2U21 rage 1 ID:6gDIOH2OVeg1NklsxoNemzyuULB-kh6?aUOa3hwP80WPx9Gyv6dV3BOasX1bESIIZazwo3S 1-0-0 5-9-0 11-0-0 1853 25-6-5 33-9-4 3&8-0 39-1-11 0-10-942-8-5 46-8-0 1-4-0 5-9-4 5-2-12 7-3-3 7-3-3 6-2-15 -10.12 3-5-11 1.8-13 1-9-12 3-11-11 5x8 = 2x4 11 5x8 = 3x4 11 5x6 = 6.00 12 4 28 29 5 6 30 31 32 7 8 Scale = 1:84.6 0 TP = 0 10 IY 4 0 2x4 11 3x8 MT20HS = 3x8 = 2x4 11 6x8 = 4x6 zzz 4x6 = 3x6 = 3.50 12 3x8 = 5-9-4 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 FBC2020rrP12014 CSI: TC 0.63 BC 0.82 WB 0.99 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.19 16-18 >999 240 -0.33 16-18 >999 180 0.10 13 n/a n/a PLATES MT20 MT20HS Weight: 245 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD, 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. 7-13 2x4 SP No.3 WEBS 1 Row at micipt 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=-232(LC 10), 2=-671(LC 10), 13=-765(LC 10) Max Grav 10=576(LC 16), 2=1559(LC 15), 13=2030(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2788/1347, 3-4=-2242/1186, 4-5=-2160/1252, 5-6=-2160/1252, 6-7=-74/257, 8-9=-1063/594, 9-10=-1461/880 BOT CHORD 2-19=-1093/2601, 18-19=-1093/2601, 16-18=-777/2065, 14-16=-599/1614, 13-14=-601/1605, 12-13=-828/511, 7-12=-376/344, 10-11=-723/1331 WEBS 3-18=-627/362, 4-18=-102/557, 4-16=-160/387, 5-16=-424/392, 6-16=-366/780, 6-14=0/426, 6-13=-2043/859, 8-12=-496/218, 9-11=-460/477, 8-11=-433/1056 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Extedor(2R) 5-4-2 to 16-7-14, Interior(1) 16.7-14 to 29-11-11, Exterior(2R) 29-11-11 to 41-0-13, Interior(1) 41-0-13 to 42-8-0, Exterior(2E) 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) Building Designer / Project engineer responsible far verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless•otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 10, 671 lb uplift at joint 2 and 765 lb uplift at joint 13. January 11,2021 —..__.._....- . __..... -- ----- --- - ------ ----- -._.— .......... --- ..... --- ...._.....—_. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iilliTek� 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 Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 7ERSTONE T22400912 2597955 B13 Hip 1 1e (optional) 1gpiaers YlfstSOufce (mant cny, t-L), F cant uny, I-L - JJJb7, d.4JU s NOV JU ZUZU mi I eK Inaustrles, Inc. Sun Jan IU 'IU:UU:34 zuz"I rage 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-CtgNngl Cq?2GmY5cUsnBSJAgzbkob2llT62r5Ozwo3R 1-4- 6-9-4 13-0-0 19-11.4 26-8-12 33-8-0 39-1-11 46-8-0 -4-0 6-9-4 6-2-12 6-11-4 6-9-8 6-11-4 5-5-11 6.00 12 5x8 4 27 5x6 = 3x8 = 28 29 5 6 30 31 32 7 5x6 TP = 9 18 .r 16 1. 14 13 12 3x8 MT20HS = 3x6 = 3x8 3x8 = 3x6 = 3x8 MT20HS 1 4x6 4x6 = 2x4 3.50 12 Scale = 1:86.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.75 WB 0.77 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.15 14-16 >999 240 -0.17 10-21 >928 180 ' 0.07 12 n/a n/a PLATES MT20 MT20HS Weight: 258 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-6-10 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=-163(LC 10), 2=-645(LC 10), 12=-859(LC 10) Max Grav 9=413(LC 16), 2=1516(LC 15), 12=2254(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2624/1248, 3-4=-195211054, 4-5=-1615/1010, 5-6=-1615/1010, 6-7=-57/608, 7-8=-167/708, 8-9=-506/257 BOT CHORD 2-18=-989/2485, 16-18=-990/2479, 14-16=-612/1811, 13-14=-281/1010, 11-12=-2148/1127, 7-11=-542/379, 10-11 =-1 301355, 9-1 0=-1 38/443 WEBS 3-18=0/271, 3-16=-779/435, 4-16=-132/637, 5-14=-395/360, 6-14=-433/968, 11 -1 3=-302/1038, 6-11 =-1 828/904, 8-11=-1069/615, 8-10=0/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2R) 28-0-2 to 39-3-14, Interior(1) 39-3-14 to 42-8-0, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live [dads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 9, 645 lb uplift at joint 2 and 859 lb uplift at joint 12. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1.912020 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V1Tek• is always required for stability and to prevent collapse with possible personal injury and properly, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 7/2 WATERSTONE T22400913 2597955 B15 HIP TRUSS 1 1 Job Reference (option ,,Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:36 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyu U LB-8Gn7C W3TMclz?sF_cHgfXkFyPPQ53vs2wQXy9uzwo3P rt-4-0 5-7-6 8-11-0 15-0-0 23-4.0 31-8-0 36-4-12 41-5-0 '1-4-0' 5-7-6 3-3-11 ' 6-1-0 8-4-0 8-4-0 4-8-12 M O 3x6 = 6.00 12 17 6x8 = 5x8 = 5x8 = 5x8 = 27 6 28 29 30 7 41 Scale = 1:76.5 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 0.88 Vert(LL) 0.35 17-24 >303 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.25 17-24 >418 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 219 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. 4-17: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 - 2-10-9 REACTIONS. (size) 10=Mechanical, 2=0-8-0; 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10=-552(LC 10), 2=-413(LC 10), 17=-864(LC 10) Max Grav 10=1451(LC 16), 2=402(LC 21), 17=1815(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/274, 3-4=-140/263, 4-5=-1503/887, 5-6=-2097/1288, 6-7=-2097/1288, 7-8=-2049/1129, 8-10=-2176/1230 BOT CHORD 2-17=-298/225, 16-17=-1595/722, 4-16=-1503/750, 13-15=-546/1327, 11-13=-764/1757, 10-11=-958/1853 WEBS 4-15=-474/1392, 5-15=-265/265, 5-13=-497/1003, 6-13=-518/496, 7-13=-236/478, 7-11=-2/395, 3-17=-287/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Extedor(2R) 26-0-2 to 37-5-0, Exterior(2E) 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent, water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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. . 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 10, 413 lb uplift at joint 2 and 864 lb uplift at joint 17. January 11,2021 - -- --........... -------- - -- -- ..__..... ----...--........ ---------------- -... -------...---- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 BEFORE USE. • Design valid for use only with 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 p� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � lT ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Idl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400914 2597955 B17 HIP TRUSS 1 1 Job Reference o tional El-oilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:37 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-cSLVPs456wQgdOgBA_Lu4yo7fpleoRhB94GViLzwo30 t1-4-Q 5-7-6 8-11-0 17-0.0 23-4-0 29-8-0 36-1-2 41-5-0 1-4-0 5-7-6 3-3-10 8-1-0 6-4-0 6-4-0 6-5-2 5-3-14 3x6 = 18 6x8 = 5x8 = 2x4 11 5x8 = 6.00 12 5 246 25 26 27 7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 3x6 = 36-1-2 Scale=1:78.1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.84 Vert(LL) 0.35 18-21 >301 240 MT20 244/190 BC 0.81 Vert(CT) -0.32 18-21 >332 180 WB 0.63 Horz(CT) 0.04 10 n/a n/a Matrix-MSH Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or4-1-5 oc bracing. REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=308(LC 9) Max Uplift 2=-413(LC 10), 18=-862(LC 10), 10=-550(LC 10) Max Grav 2=400(LC 21), 18=1838(LC 15), 10=1454(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/268, 3-4=-177/308, 4-5=-1572/933, 5-6=-1744/1156, 6-7=-1744/1156, 7-8=-1917/1102, 8-9=-2244/1164, 9-10=-1366/758_ BOT CHORD 2-18=-295/218, 17-18=-1638/743, 4-17=-1504/789, 14-16=-560/1384, 12-14=-696/1589, 11-12=-962/1950 WEBS 4-16=-379/1288, 5-14=-313/639, 6-14=-387/374, 7-14=-117/287, 7-12=-62/459, 8-12=-417/299, 9-11=-864/1771, 3-18=-254/266 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 37-3-4, Exterior(2E) 37-3-4 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.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 413 lb uplift at joint 2, 862 lb uplift at, joint 18 and 550 lb uplift at joint 10. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �''r'�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 ANS11TPI1 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 1 Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400915 2597955 B19 HIP TRUSS 1 1 Job Reference o tional (^uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:38 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-4fvtdC4jtDYhFAPNjis7c9LHeC5sxshKOkO3Enzwo3N r1-4-Q 5-7-6 8-11-0 13-11-8 19-0-0 27-8-0 34-4-12 41-5-0 1-4-0 5-7-6 3-3-10 5-0-8 5-0-8 8-8-0 6-8-12 7-0-4 3x6 = 5x8 = 6.00 12 5x6 = 22 7 ` 16 3x6 = 6x8 = Scale=1:78.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.34 16-19 >306 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.25 16-19 >425 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-15 4-16: 2x4 SP No.3, 14-15,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 16=0-3-0, 10=Mechanical Max Horz 2=349(LC 9) Max Uplift 2=-423(LC 10), 16=-849(LC 10), 10=-552(LC 10) Max Grav 2=399(LC 21), 16=1878(LC 15), 10=1452(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331/307, 3-4=-207/353, 4-5=-225/316,5-6=-1548/982, 6-7=-1550/1043, 7-8=-1769/1061, 8-9=-2241/1153, 9-1 0=-1 335/762 BOT CHORD 2-16=-333/229, 15-16=-1641/666, 4-15=-289/219, 14-15=-602/1245, 13-14=-525/1411, 11 -1 3=-918/1923, 10-11 =-1 85/335 WEBS 5-15=-1686/716, 5-14=0/351, 6-14=-l/326, 6-13=-112/301, 7-13=-33/399, 8-13=-578/362, 9-11=-737/1597, 3-16=-314/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 37-3-4, Exterior(2E) 37-3-4 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 423 lb uplift at joint 2, 849 lb uplift at joint 16 and 552 lb uplift at joint 10. January 11,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" 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 ANS11TFI1 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 712 WATERSTONE T22400916 2597955 B21 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:39 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-YrTGgY5LeXgYtJ_ZHPNM9NtYXcPWGKeUcNlcmDzwo3M 1-4-q 5-7-6 8-11-0 14-11-8 21-0-0 25-8-0 31-5-12 37-0-9 42-7-8 '1-4-0 5-7-6 3-3-10 6-0-8 6-0-8 4-8-0 5-9-12 5-10-13 5-2-15 3x6 = annFl—,)- GI 17 3x4 = 6x8 = 5x6 = 5x6 = Scale = 1:80.2 8-11-0 17-3-8 25-8-0 34-3-0 42-7-8 8-4-8 8-4-8 8-7-0 8-4-9 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01,[6:0-3-0 0-2-0],[7:0-3-0 0-2-01[8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) 0.35 17-20 >304 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.25 17-20 >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-17: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15, 8-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 17=0-3-0 Max Horz 2=405(LC 9) Max Uplift 2=-434(LC 10), 10=-575(LC 10), 17=-860(LC 10) Max Grav 2=403(LC 21), 10=1552(LC 16), 17=1962(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-379/333, 3-4=-269/402, 4-5=-261/363, 5-6=-1648/1057, 6-7=-1550/1023, 7-8=-1766/1052, 8-9=-266611306, 9-10=-2902/1422 BOT CHORD 2-17=-317/231, 16-17=-1731/661, 4-16=-317/245, 15-16=-594/1463, 13-15=-457/1404, 11-13=-862/1994, 10-11=-117612557 WEBS 5-16=-1899/689, 5-15=0/284, 6-15=-109/281, 6-13=-79/450, 7-13=-180/514, 8-13=-812/507, 8-11=-124/630, 9-11=-370/333, 3-17=-304/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(21R) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 38-7-8, Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 2, 575 lb uplift at joint 10 and 860 lb uplift at joint 17. January 11,2021 ...... _....------ - ---- -- - ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/rPlf 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 7/2 WATERSTONE T22400917 2597955 C1 JACK -OPEN TRUSS 8 1 Job Reference (optional) Puilders FirstSource (Plant City, FL), Plant City, FL - 33567, ' 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:44 2021 Page 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyu U LB-voG9tF9UT3Jrz5sX4zzXsQaTUd KExkBDmfTNSRzwo3H 1-4-0 0-10-1 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC O: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 FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-197(LC 10), 4=-16(LC 1) Max Grav 3=22(LC 10). 2=159(LC 15), 4=47(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 197 lb uplift at joint 2 and 16 lb uplift at joint 4. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekwO 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 ANS11TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400918 2597955 C1 P JACK -OPEN TRUSS 4 1 Job Reference o tional r4uuaers mrstjource (rlant ulty, I-L), mant Lay, t-L - 330b /, 15.46U 5 IVOV JU ZUZU MI I eK mOUsines, inc. Jun Jan lu lu:uu:4o zuz i rage I ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-N?gX5bA6ENRibERjegUm Oe7eD1 gTgBRM?JCw_tzwo3G 1-4-0 10-10-15 Scale = 1:7.6 , 1 0-10-15 2, 10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 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 Cade FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 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=0-3-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-5(LC 15), 2=-214(LC 10), 4=-24(LC 15) Max Grav 3=17(LC 10), 2=159(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 214 lb uplift at joint 2 and 24 lb uplift at joint 4. January 11,2021 ®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 p p building design. Bracing indicated is. to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSI1fP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type city Ply LOT 7/2 WATERSTONE T22400919 2597955 C1V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:45 2021 Page 1 ID:6gD IOH20Veg 1 Nkl sxoNemzyuU LB-N?gX5bA6ENRibERjeg Um0e7eD1 gUgBRM?JCw_tzwo3G -1-4-0 0-10-15 1-4-0 0.10-15 Scale = 1:7.6 w 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 0.23 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hors 2=79(LC 10) Max Uplift 3=-5(LC 1), 2=-180(LC 10), 4=-15(LC 1) Max Grav 3=16(LC 10), 2=159(LC 1), 4=36(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora %0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 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 5 lb uplift at joint 3, 180 lb uplift at joint 2 and 15 lb uplift at joint 4. January 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II4473 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 pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �y0 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf1p/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400920 2597955 C3 JACK -OPEN TRUSS 8 1 Job Reference o tional EWIders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:46 2021 Page 1 I D:6gD IOH2OVeg1 Nkl sxoNemzyuU LB-rBOvlxBk?g7ZCOOvBN??xrgpzR?bPehWDzyU WJzwo3F -1-4-0 2-10-15 1-4-0 2-10-15 Scale = 1:12.6 2-10-15 2-10-15 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 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=131(LC 10) Max Uplift 3=-51(LC 10), 2=-155(LC 10) Max Grav 3=71(LC 15), 2=197(LC 15), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-'0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 155 lb uplift at joint 2. January 11,2021 ® 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 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 ANSUrPil 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 Tru Truss Truss Type Type Qty Ply LOT 7/2 WATERSTONE T22400921 2597955 Jacks Truss 2 1 Job Reference o tional builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:47 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-JNyH W H BMm_hPgYb615W EU3C_ jrKp85xfSdhl2mzwo3E -14 -0 2-10-15 ' 11-0 2-10-15 Scale = 1:12.6 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 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 1.0.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 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=131(LC 10) Max Uplift 3=-57(LC 10), 2=-146(LC 10) Max Grav 3=73(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. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/1-PI 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 57 Ito uplift atjoint 3 and 146 lb uplift at joint 2. January 11,2021 ®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 MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400922 2597955 C5 JACK -OPEN TRUSS 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:48 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-oaWfjdC_XlpGSiAIJo l TOGI53EbmtYBphHRabCzwo3D 1-4-0 4-10-15 1-4-0 4-10-15 Scale = 1:17.6 3x4 = 4-10-15 4-10-15 Plate Offsets (X,Y)-- [2:0-1-4 0-0-2) 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 0.51 Vert(LL) 0.07 4-7 >826 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 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=185(LC 10) Max Uplift 3=-120(LC 10), 2=-257(LC 10), 4=-71(LC 10) Max Grav 3=122(LC 15), 2=261(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) zone; porch left exposed;C-C for members and forces 8 ' MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 Ib uplift at joint 3, 257 lb uplift at joint 2 and 71 lb uplift at joint 4. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �• Design valid for use onlywilh 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 ITeI(• 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 7!2 WATERSTONE T22400923 2597955 C5V JACK -OPEN TRUSS 2 1 Job Reference o tional 'ouuuers nrstouurce (Plant City, FL), Fiani Cay, FL - ssobr, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:48 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-oaWfjdC_XlpGSiAIJo1TOG141EbytYBphHRabCzwo3D -1-4-0 4-10-15 1 4-0 4-10-15 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-111(LC 10), 2=-156(LC 10) Max Grav 3=136(LC 15), 2=264(LC 15), 4=87(LC 3) Scale=1:17.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.56 Vert(LL) 0.06 4-7 >927 240 MT20 244/190 BC 0.44 Vert(CT) -0.07 4-7 >881 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -MP Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly appliedor 4-10-15 oc purlins. 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed foe a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 156 lb uplift at joint 2. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e 6904 ParkEast Safefyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waldorf, MD 20601 Tampa, Parke 36610 East Job ss Truss Type Qty Ply LOT 7/2 WATERSTONE 7Dr7 T22400924 2597955 Half Hip Truss 1 Job Reference o tional 1. v Y' �h �o,n �.ny, ��- oo�ur. o.vou 5 Ivov Ja GUGU MI IeK Inausirles, Inc. Sun Jan lU 1U:u=u zuzl rage 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-zhggl NLuxggGOVPSck2zbisxgGiyM6QDVbgT3zwo32 1-4-0 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 1-4-0 7-0.0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 Scale=1:74.8 5x8 = 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 7 33 34 35 8 14 36 37 38 13 39 40 41 12 42 43 44 11 45 46 47 10 48 49 50 9 3x6 = 2x4 11 6x12 MT20HS = 3x4 = 6xl2 MT20HS = 5x6 = 2x4 = 7-0-0 1 14-1-12 1 21-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.64 12 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.78 12-13 >646 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.69 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2020/1­1312014 Matrix-MSH Weight: 428 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5,5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=243(LC 8) Max Uplift 2=-1649(LC 8). 9=-1636(LC 8) Max Grav 2=2921(LC 1), 9=2924(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5846/3186, 3-4=-8024/4517, 4-5=-8054/4547, 5-6=-8900/4992,6-7=-7935/4456, 7-8=-4975/2780, 8-9=-2794/1687 BOT CHORD 2-14=-2922/5154, 13-14=-2923/5175, 12-13=-5010/8910, 11-12=-4417/7887, 10-11=-2843/5065 WEBS 3-14=-33/688, 3-13=-1788/3196, 4-13=-728/723, 5-13=-960/535, 5-12=-239/434, 6-12=-645/1137, 6-11 =-1 184/955, 7-11 =-1 809/3220, 7-10=-2195/1556, 8-10=-3066/5492 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered forthis design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, 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 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * Tilis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing 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. 11) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 1649 lb uplift atjoint 2 and 1636 lb uplift at joint 9. ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with 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 ANS/1rP/1 OualltyCriteria, 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 city Ply LOT 7/2 WATERSTONE T22400924 2597955 D7 Half Hip Truss 1 Job Reference (optional) uu- ri-ouuruc tndnt i Iiy, FL), riam ury, FL - a000r, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:59 2021 Page 2 NOTES- ID:6gDIOH2OVegl Nkl sxoNemzyuULB-zhggl NLuxggGOVPSck2zbisxgGiyM6QDVbgT3zwo32 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 215 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 Ib up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, and 87 lb down and 164 lb up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12 on top chord, and 326 lb down and 142 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 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 (pig Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-189(B)5=-87(B)14=-310(B)12=-40(B)7=-87(B)10=-40(B)18=-87(B)19=-87(B)21=-87(B)23=-87(B)24=-87(B)25=-87(B)26=-87(B)27=-87(B) 28=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 33=-87(B) 34=-87(B) 35=-87(B) 36=40(B) 37=40(B) 38=-40(B) 39=40(B) 40=40(B) 41=40(B) 42=40(B) 43=40(B) 44=-40(B) 45=-40(B) 46=40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=40(B) ----- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPlf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MID 6904 Parke East Blvd. D 20601 Tampa, East Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400925 2597955 D9 Half Hip Truss 1 1 ,� _ _ Job Reference o tional •_-•- • ••-• �• �•• �•v �n a„ ,,r, o.vau s rvuv ou zuzu ml I eK Inaustnes, Inc. bun San 1u 1u:ul:uu zuzl Hage 1 ID:6gDIOH2OVeglNklsxcNemzyuULB-RtECEjLWiKZuY4bOKFHVoFOR4YThl aR9LDDVzwo31 1-4-0 6-3-6 9-0-0 _ 17-4-12 25-7-12 33-10-12 42-3-8 1 4-0 6-3-6 2-8-10 8 4-12 8-3-0 8-3-0 84-12 6.00 12 eI 0 5x8 = 5x8 = 4 21 22 23 5 5x6 = 6 24 25 Scale = 1:74.8 5x8 = 5x6 = 7 26 8 0 v 15 14 13 12 11 10 9 3x6 — 3x4 = 46 — 3x6 = 5x8 = 3x6 — 5x6 = 3x4 = 9-0-0 1 17-4-12 _ , 25-7-12 33-10-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 1.00 BC 0.97 WB 0.91 Matrix-MSH DEFL. in (loc) I/defl L/d Vert(LL) 0.46 12-13 >999 240 Vert(CT) -0.69 12-13 >738 180 Horz(CT) 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-12, 7-12, 8-10 WEBS 2x4 SP No.3 *Except* 4-13,5-12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-795(LC 10), 9=-720(LC 10) Max Grav 2=1633(LC 1), 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2985/1642, 374=-2793/1569, 4-5=-3579/1969, 5-6=-3509/1849, 6-7=-3509/1849, 7-8=-2363/1230, 8-9=-1483/874 BOT CHORD 2-15=-1643/2628, 13-15=-1449/2475, 12-13=-1981/3593, 10-12=-1255/2399 WEBS 3-15=-308/287, 4-15=-117/441, 4-13=-592/1339, 5-13=-478/380, 6-12=-414/353, 7-12=-681/1274, 7-10=-1110/776, 8-10=-1382/2657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 38-1-12, Exterior(2E) 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 720 lb uplift at joint 9. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 511912020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPll 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 7/2 WATERSTONE T22400926 2597955 D11 Hip Truss 1 1 Job Reference o tional �?uuaers rlrsioource trlani Uiy, rLJ, rlani l:ay, rL - 6J00 r, OAJU s NOV JU LULU MI1 eK Inu U5ines, Inc. Jun Jan IU IU:UU:ou LUL I rage i ID:6g D IOH2OVeg l Nkl sxoNemzyuULB-kyeQ81 EF3v3—hOJgQD4x5hgM7282LGU58bwhf5zwo3B r1-4-0 7-5-9 11-0-0 19-3-4 27-4-12 35.8-0 42-3-8 1-4-0 7-5-9 3-6-7 8-3-4 8-1-8 8-3-4 6-7-8 5x8 = 5x6 = 4 21 22 23 5 5x6 = 5x8 = 6 24 25 7 Scale=1:74.8 M 0 I ui IN 15 ." -- 13 12'10 9 3x6 i 3x4 = 46 3x4 = 5x8 = 4x6 = 2x4 = 4x6 = 19-3-4 27-4-12 35-8-0 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 FBC2020ITP12014 CSI. TC 0.80 BC 0.98 WB 0.78 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.37 15-18 >999 240 -0.74 15-18 >682 180 0.13 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4: 2x4 SP No.1, 7-8,5-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 7-12 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=195(LC 9) Max Uplift 2=-805(LC 10), 9=-710(LC 10) Max Grav 2=1945(LC 15), 9=1810(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3410/1686, 3-4=-3147/1580, 4-5=-3461/1819, 5-6=-3124/1677, 6-7=-3126/1679, 7-8=-2114/1074, 8-9=-1713/932 BOT CHORD 2-15=-1505/3129, 13-15=-1246/2836, 12-13=-1609/3510, 10-12=-834/1798 WEBS 3-15=-437/369, 4-15=-156/716, 4-13=-427/956, 5-13=-358/330, 5-12=-415/183, 6-12=-464/412, 7-12=-755/1658, 7-10=-378/367, 8-10=-830/1861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(21R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 30-0-2, Exterior(2R) 30-0-2 to 38-1-12, Exterior(2E) 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord.and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 lb uplift at joint 2 and 710 lb uplift at joint 9. January 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with 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 propedy incorporate this design into the overall q building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �yliTek• 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 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 City Ply LOT 712 WATERSTONE T22400927 2597955 D13 Hip Truss 1 1 IP Job Reference o tional Eiuilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:51 2021 Page 1 I D:6gD IO H2OVeg 1 Nkl sxoNemzyu U LB-C9BoLeEtp DBrJAut—xbAevNXvS WZ4i2FNFfFBXzwo3A r1-4-Q 7-5-9 11-2-0 ,13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 1-4-0 7-5-9 3-8-7 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 6.00 12 5x6 = 2x4 11 5 25 26 2x4 11 6x12 MT20HS = 5x8 = 27 28 7 8 20 19 14 13 12 11 3x6 — 5x6 = 2x4 I 2x4 II 5x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 115 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 17-20: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=235(LC 9) Max Uplift 2=-791(LC 10), 11=-697(LC 10) Max Grav 2=1651(LC 1), 11=1576(LC 1) Scale = 1:77.7 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.79 Vert(LL) 0.4416-17 >999 240 MT20 244/190 BC 0.89 Vert(CT)-0.8416-17 >603 180 MT20HS 187/143 WB 0.89 Horz(CT) 0.32 11 n/a n/a Matrix-MSH Weight: 255 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. Except: 10-0-0 oc bracing: 17-19, 13-15 WEBS 1 Row at midpt 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=-3032/1643, 3-4=-4104/2328, 4-5=-4048/2364, 5-6=-3758/2204, 6-7=-3749/2196, 7-8=-3312/1977, 8-9=-1905/1169 BOT CHORD 2-20=-1459/2661, 16-17=-1639/3127, 15-16=-1724/3362, 7-15=-623/451, 11-12=-759/1302 WEBS 3-20=-1345/857, 17-20=-164513071, 3-17=-467/1047, 5-17=-629/1324, 5-16=-325/887, 6-16=-468/437, 7-16=-222/528, 12-15=-863/1780, 8-15=-1204/2294, 8-12=-951/538, 9-12=-89/540, 9-11=-1853/1117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (8-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2', Exterior(21R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(21R) 28-0-2 to 38-1-13, Extedor(2E) 38-1-13 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint and 697 lb uplift at joint 11. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1FPl1 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 712 WATERSTONE T22400928 2597955 D15 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:52 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-gLIAZ FVaWJiwJT3Ye6PB6wgtsszp8kOcvPokzzwo39 r1-4-q 7-5-9 11-2-0 1 15-0-0 23-0-0 28-10-0 31-8-0 36-9-13 42-3-8 8-0-0 5-10-0 2-10-0 5-1-13 5-5-11 5x6 = 6.00 12 5x6 = 2x4 II 6x8 = 5 27 6 28 29 7 30 8 21 20 3x4'= 14 13 12 Jo 11 3x6 — 5x8 = 2x4 I 2x4 II 6x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 4-20,7-13: 2x4 SP No.3, 16-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2, 10-11: 2z6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=276(LC 9) Max Uplift 2=-791(LC 10), 11=-697(LC 10) Max Grav 2=1993(LC 15), 11=1867(LC 16) Scale = 1:77.7 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.91 Vert(LL) -0.46 15-17 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.81 15-17 >621 180 MT20HS 187/143 WB 0.92 Horz(CT) 0.32 11 n/a n/a Matrix-MSH Weight: 261 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. Except: 6-0-0 oc bracing: 13-15 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 6-15, 8-12, 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3628/1649, 3-4=-5009/2354, 4-5=-5037/2468, 5-6=-3563/1814, 6-7=-2967/1648, 7-8=-2945/1640, 8-9=-2249/1223 BOT CHORD 2-21=-1458/3358, 17-18=-1427/3394, 15-17=-1570/3558, 11-12=-854/1661 WEBS 3-21=-1634/853, 18-21 =-1 641/3857, 3-18=-504/1290, 5-18=-866/2024, 5-17=-66/590, 6-15=-712/365, 12-15=-950/2489, 8-15=-1130/2518, 8-12=-1454/692, 9-12=-24/498, 9-11=-2126/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(21R) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Extedor(2R) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-0-12, Exterior(2E) 38-0-12 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 697 lb uplift at joint 11. January 11,2021 _— ---------- — --- - --- ----- - —.... ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �`t lA� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivl 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 ANS17I'Pll 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 Qly Ply LOT 7/2 WATERSTONE T22400929 2597955 D17 Hip Truss 1 1 Job Reference o tional LSuueers Firstsource (Plant City, FL). Plant City, FL - 33b67, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:54 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-cktx_gH168ZQAddSf38tGX? 1 cfYHH2Rh3Duvoszwo37 r1-4-0 5-3-8 7-7-8 11-2-4 17-0-0 23-4-0 29-8.0 35-6-4 42-3-8 1-4-0 5-3-8 2.4-0 3-6-12 5-9-12 5-10-4 6-9-4 5x8 = 6.00 12 2x4 11 6x8 6 277 28 29 30 8 22 21 `" 14 13 12 11 3x6 — 6x8 = 2x4 I 2x4 I 4x12 = 3x8 = 17-0-0 29-8-0 Scale = 1:78.0 IA N 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.57 18-19 >889 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.83 Vert(CT) -1.0618-19 >476 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.40 11 n/a n/a BCDL 1.0.0 Code FBC2020ITP12014 Matrix-MSH Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 19-21, 13-15 5-19,19-22,3-19: 2x4 SP No.2,10-11: 2x6 SP No.2 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=317(LC 9) Max Uplift 2=-787(LC 10), 11=-693(LC 10) Max Grav 2=2008(LC 15), 11=1879(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3785/1679, 3-4=-7557/3330, 4-5=-7640/3374, 5-6=-3400/1720, 6-7=-3001/1694, 7-8=-3001/1694, 8-9=-2863/1536, 9-10=-2183/1105, 10-11 =-1 770/952 BOT CHORD 2-22=-1517/3552, 18-19=-2005/4567, 16-18=-1226/3117, 15-16=-1052/2572, 8-15=-121/650 WEBS 5-19=-1244/3417, 5-18=-1721/918, 6-18=-374/1240, 6-16=-168/301, 7-16=-387/392, 8-16=-346/743, 9-12=-1047/678, 10-12=-879/1895, 12-15=-908/1967, 9-15=-195/874, 3-22=-3051/1385, 19-22=-1948/4678, 3-19=-1423/3475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-1-8, Exterior(2R) 11-1-8 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24-0-2 to 35-6-4, Intedor(1) 35-6-4 to 38-0-12, Exterior(2E) 38-0-12 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing atjoint(s) 11 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 787 lb uplift at joint 2 and 693 lb uplift at joint 11. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14-7473 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400930 2597955 D19 Hip Truss 1 1 Job Reference o tional puilgers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:65 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-4wRJBOHNtRiHnnCeDmf6olYD13r6OUlrltdSKlzwo36 1-4- 4-0-0 6-8-0 12-3'-12 19-0-0 27-8-0 28-10-p 35-5-0 42-3.8 '1-4-0' 4-0S-7-12 6-8-4 8-8-0 -2-0 6-7-0 6-10-8 5x6 = 6.00 12 5x6 = 2x4 II 727 8 21 20 '" 14 13 12 11 3x6 — 6x8 = 3x4 I 2x4 I 4x12 = 3x8 = 4-0-0 423-8 Scale=1:78.0 IA 9 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 0.78 Vert(LL) 0.62 19 >813 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.98 Vert(CT) -1.02 15-16 >497 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.44 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 284 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, 6-7: 2x4 SP M 31, 1-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-20,15-16: 2x4 SP No.1, 16-18: 2x6 SP M 26, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 18-20, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-17, 5-16 3-21,10-11: 2x6 SP No.2, 18-21,3-18,7-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=358(LC 9) Max Uplift 2=-788(LC 10), 11=-697(LC 10) Max Grav 2=1989(LC 15), 11=1849(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3795/1655, 3-4=-9488/4104, 4-5=-4647/2194, 5-6=-3031/1575, 6-7=-2670/1503, 7-8=-2715/1588, 8-9=-2747/1498, 9-10=-2156/1089, 10-11=-1741/937 BOT CHORD 2-21 =-1 515/3606, 20-21=-152/329, 4-18=-1100/2957, 17-18=-3688/8800, 16-1 7=-1 80414296, 15-16=-954/2364 WEBS 3-21=-2620/1181, 18-21 =-1 708/4116, 3-18=-2152/5154, 4-17=-4579/1918, 5-17=-397/1264, 5-16=-1809/899, 6-16=-265/951, 7-16=-137/541, 7-15=-300/880, 12-15=-892/1966, 9-15=-166/768, 9-12=-958/641, 10-12=-855/1864 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Extedor(2R) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 38-0-12, Exterior(2E) 38-0-12 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bea'ring 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 2 and 697 lb uplift at joint 11. January 11,2021 - --- --- - - -- __.._-............- ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek® 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 WOW 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400931 2597955 D21 HIP TRUSS 1 1 Job Reference (optional) Uuilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:00:56 2021 Page 1 I D:6gD IOH2OVeg1 Nkl sxoNemzyuU LB-Z6?hPMIOelg8PxngnU BLLy4PeTDRI_t_WXN?tkzwo35 T1-4-q 6-3-0 13-7-8 21-M 25-8-0 28-10-0 35-5-0 42-3-8 i-4-0' 6-3-0 ' 7-4-8 7-4-8 4-8-0 3-2-0 6-7-0 6-10.8 cr 19 3x6 = 3x6 II 6-0-0 6-3r0 13-7.8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-19,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 5x6 = 6.00 12 5x6 = 13 12 2x4 11 Scale = 1:79.8 r I N IN I 11 10 11 5x8 = 3x8 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.73 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.43 14-15 >999 180 WB 0.79 Horz(CT) 0.09 10 n/a n/a Matrix-MSH Weight: 266 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-6 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=399(LC 9) Max Uplift 2=-281(LC 10), 19=-861(LC 10), 10=-592(LC 10) Max Grav 2=274(LC 21), 19=1967(LC 15), 10=1619(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/422, 3-4=-2206/1118, 4-5=-1851/1072, 5-6=-1588/1058, 6-7=-2277/1353, 7-8=-2252/1188, 8-9=-1854/891, 9-1 0=-1 512/788 BOT CHORD 18-19=-1927/895, 3-18=-1814/935, 17-18=-111/268, 15-17=-824/2116, 14-15=-564/1627, 7-14=-327/353 WEBS 3-17=-718/1868, 4-15=-503/335, 5-15=-127/584, 6-14=-479/1022, 11-14=-710/1658, 8-14=-61/508, 8-11=-771/523, 9-11=-666/1579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-0-12, Exterior(2E) 38-0-12 to 42-0-12 zone; porch left ezposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent Water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(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 281 lb uplift at joint 2, 861 lb uplift at joint 19 and 592 lb uplift at joint 10. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek• is always required for stability and to prevent collapse with possible personal Injury and properly 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 Qly Ply LOT 712 WATERSTONE T22400932 2597955 E3 JACK -OPEN TRUSS 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:01 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-v4oaS3M8THSQVifoa1 mW20oNBU63PQPigp4mYyzwo3O Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 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 FBC2020ITPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=133(LC 10) Max Uplift 3=-64(LC 10), 2=-211(LC 10), 4=-40(LC 7) Max Grav 3=66(LC 15), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3, 211 lb uplift at joint 2 and 40 lb uplift at joint 4. January 11,2021 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mffek®conneclors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall pITeks building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p 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 City Ply LOT 7/2 WATERSTONE T22400933 2597955 E7 Jack -Open Truss 38 1 Job Reference (optional) Huiltlers Firstsource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:01 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-v4oaS3M8THSQVifoal m W2OoCAUxxPQPjgp4mYyzwo30 -14 -0 7-0-0 1-4-0 7-0-0 3x6 = Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >381 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.83 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-161(LC 10), 2=-179(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. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 179 lb uplift at joint 2. January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWIs 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/frpll 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 Qly Ply LOT 712 WATERSTONE T22400934 2597955 1 E7V Jack -Open Truss 3 1 Job Reference (optional) 13uilZlers FirstSoGrce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 1010:01:02 2021 Page 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-NGMyfPNmEbaH7sE_7kllbDKN6uHv8tfsvSgK40zwo3? -1-4.0 3-8-4 7-0-0 1-4-0 3-8.4 3-3-12 Scale=1:22.6 3x6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.28 4-7 >294 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.23 4-7 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-144(LC 10), 2=-172(LC 10), 4=-15(LC 10) Max Grav 3=182(LC 15). 2=341(LC 15), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3, 172 Ito uplift at joint 2 and 15 lb uplift at joint 4. January 11,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type GIN Ply LOT 7/2 WATERSTONE T22400935 2597955 FG Flat Truss 1 Job Reference o tional Builders FGstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:03 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-rSwKtIOP7viBlOpAhSp_7RtkrHnitGUO76Ztcgzwo3_ 3x, 3-8-0 3-8-0 4x6 = 6.00 12 exq a 2x4 II Scale = 1:27.1 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 0.16 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-8-0, 4=0-8-0 Max Horz 4=-72(LC 6) Max Uplift 6=-989(LC 8), 4=-926(LC 8) Max Grav 6=2109(LC 1), 4=1925(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1470/712, 2-3=-1470/712, 1-6=-1477/732, 3-4=-1477/732 WEBS 2-5=-473/1094, 1-5=-675/1482, 3-5=-675/1482 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 lb uplift at joint 6 and 926 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1169 lb down and 582 lb up at 3-4-12, and 1169 lb down and 583 Ib up at 5-4-12, and 1281 lb down and 534 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 January 11.2021 Continued on page 2 ® 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/rP/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 Job Truss Type Oty Ply LOT 7/2 WATERSTONE LTruss T22400935 2597955 FG Flat Truss 1 2 Job Reference (option nudaers FirstSoUrce (Plant Gity, FL), I'lant Oity, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:03 2021 Page 2 ID:6gDIOH2OVeg 1 Nk1 sxoNemzyuU LB-rSwKtIOP?vi810pAhSp_7RtkrHnitGU076Ztcgzwo3_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1169(B) 7=-1175(B) 8=-1169(B) 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 A T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A i Yek• 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 ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22400936 2597955 G Common Truss 3 1 �IOT712WATERSTONE Jab Reference o lional Builders FIr! tSOUfce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:04 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-KfUj4501 m Cq?M90NF9KDgePghh? Wcjk9MmJR8Hzwo2z -1-4-0 5-9-4 11-0-0 16-2-12 22-0-0 23-4-0 1 4-0 5-9.4 5-2-12 5-2-12 5-9.4 1.4-0 a Scale = 1:39.5 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 14-9-4 Ig LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) -0.12 8-10 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.64 Vert(CT) -0.20 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020f1-PI2014 Matrix-MSH Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-6 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-14 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-468(LC 10), 6=-468(LC 10) Max Grav 2=1035(LC 15), 6=1034(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1609/977, 3-4=-1510/988, 4-5=-1510/988, 5-6=-1609/977 BOT CHORD 2-10=-687/1577, 8-10=-320/985, 6-8=-687/1387 WEBS 4-8=-324/748, 5-8=-365/395, 4-10=-324/748, 3-10=-364/395 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-0-0, Extedor(2R) 7-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterior(2E) 19-4-0 to 23-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb uplift at joint 6. January 11,2021 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400937 2597955 G1 Common Truss 3 1 wL Job Reference (optional) .Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:04 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-KfUj4501 m Cq?M90NF9KDgePgg h?Ccjg9MmJR8Hzwo2z -1-0-0 5-9-4 11-0-0 16-2-12 21-8-0 1-4-0 5-9-4 5-2-12 5.2-12 5-5-4 a Scale = 1:38.1 46 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 6 I� 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 0.47 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.66 Vert(CT) -0.22 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 99 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 6=241(LC 9) Max Uplift 6=-361(LC 10), 2=-466(LC 10) Max Grav 6=947(LC 16), 2=1025(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1593/980, 3-4=-1493/991, 4-5=-14391984, 5-6=-15481974 BOT CHORD 2-9=-689/1372, 7-9=-318/964, 6-7=-683/1500 WEBS 4-7=-318/680, 5-7=-328/396, 4-9=-328/759, 3-9=-363/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-0-0, Extedor(2R) 7-0-0 to 15-0-0, Interior(1) 15-0-0 to 17-8-0; Exterior(2E) 17-8-0 to 21-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 6 and 466 lb uplift at joint 2. January 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400938 2597955 G7 Hip Truss 1 1 Job Reference (optional) iers mrsrauurce Imam t.ry, rt_/, t-iani tiny, t-L- 15013 t, 6.43U s NOV 3U ZuZU MI IeK Industries, Inc. Sun Jan 10 10:01:05 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-or251RPfW Wys_JzZptrSCsyws5lELAWJbQ2_gizwo2y 11 0 7-0-0 11-0-0 15-0-0 22-0-0 23-4-0 1-4-0 7-0-0 4-0-0 4-0.0 7-0-0 1-4-0 Scale=1:40.2 4x6 = 17 18 3x4 = 19 20 4x6 = 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = f-u-u 7-0-0 15-0-0 8-0-0 22-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.37 8-10 >706 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.08 6 n/a rile BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-923(LC 8), 6=-946(LC 8) Max Grav 2=1575(LC 1), 6=1575(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2882/1569, 3-4=-2535/1485, 4-5=-2535/1528, 5-6=-2882/1620 BOT CHORD 2-10=-1231/2505, 8-10=-1476/2750, 6-8=-1277/2504 WEBS 3-10=-267/797, 4-10=-292/460, 4-8=-292/330, 5-8=-220/820 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This, truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift at joint 2 and 946 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down.and 203 lb up at 7-0-0, 87 lb down and 164 Ito up at 9-0-12, 87 lb down and 164 lb up at 11-0-0, and 87 lb down and 164 lb up at 12-11-4, and 189 lb down and 369 Ib up at 15-0-0 on top chord, and 326 lb down and 142 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-0, and 65 lb down at 12-11-4, and 326 lb down and 142 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Deatl + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-189(B) 5=-189(B) 10=-31O(B) 4=-87(B) 8=-31 O(B) 18=-87(B) 19=-87(B) 21=-40(B) 22=-40(B) 23=-40(B) January 11,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use onlywith 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 A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSIf7P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 7/2 WATERSTONE T22400939 2597955 G9 Hip Truss 1 1 Job Reference (optional) Builders Ft(StSod'rce (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:06 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-G1 bTVmQHHg4jcTYIMaMh13V95VeJ4fxSg4oXC9zwo2x -1-4-0 6-3-6 9-0-0 13-0-0 15-8-10 22-0-0 23-4-0 1-4-0 6-3-6 2-8-11, 4-0-0 2-8-10 6-3-6 Scale = 1:40.2 4x6 = 4x6 = 3x6 = 3x4 = 4x6 — 3x4 = 3x6 = 9-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020/TPI2014 13-0-0 CSI. DEFL. in (loc) Udefl L/d TC 0.54 Vert(LL) -0.25 11-14 >999 240 BC 0.81 Vert(CT) -0.4411-14 >601 180 WB 0.17 Horz(CT) 0.04 7 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, 7=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-468(LC 10), 7=-468(LC 10) Max Grav 2=1051(LC 15), 7=1051(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15311930, 3-4=-1310/837, 4-5=-1131/781, 5-6=-1310/837, 6-7=-1532/930 BOT CHORD 2-11=-628/1481, 9=11=-389/1209, 7-9=-628/1322 WEBS 3-11=-419/357, 4-11 =-1 97/519, 5-9=-1971519, 6-9=-420/357 22-0-0 PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20 Structural wood sheathing directly applied or 3-10-10 oc purlins. Rigid ceiling directly applied or 7-2-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd'=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Extedor(2R) 3-4-2 to 18-7-14, Interior(1) 18-7-14 to 19-4-0, Extedor(2E) 19-4-0 to 23-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb uplift at joint 7. Ig January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Wit Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 City Ply =RSTONE 2597955 M COMMON TRUSS 1 o tional Builders FfrstSoGrce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:07 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-kE9ri6Rv27CaEd7ywltwlH1Kvv2mp6Nc2kX51bzwo2w 1-0-0 5-0-0 10-0-0 11-4-0 5-0-0 ' 5-0-0 1-4-0 R 4x6 = 3 3x4 = 3x6 11 10-0-0 Scale = 1:23.1 I� LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.53 BC 0.54 WB 0.16 Matrix-MSH DEFL. in Vert(LL) 0.12 Vert(CT) -0.09 Horz(CT) -0.00 (loc) I/deft Lid 8-14 >834 240 8-14 >999 180 2 n/a n/a PLATES , GRIP MT20 244/190 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 purlins. 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) 2=0-3-8, 7=0-4-0 Max Horz 7=-130(LC 8) Max Uplift 2=-363(LC 10), 7=-484(LC 10) Max Grav 2=342(LC 19), 7=543(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-302/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 7-4-0, Exterior(2E) 7-4-0 to 11-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 484 lb uplift at joint 7. January 11,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PIf 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 712 WATERSTONE T22400941 2597955 M3 HIP TRUSS 1 1 Job Reference o tional Builders FI SfSo a (Plant City, FL), Plant City, FL - 33567, 1-4-0 3-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:07 2021 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-kE9ri6Rv27CaEd7ywltwlH1JOvO4p7Fc2kX51bzwo2w 4-0-0 3-0-0 1-4-0 Scale = 1:23.5 4x6 4 4x6 = T 0 IT 0 2x4 = 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.59 BC 0.65 WB 0.11 Matrix-MSH DEFL. in Vert(LL) 0.14 Vert(CT) -0.12 Horz(CT) -0.00 (loc) I/deft Ud 10 >725 240 10 >858 180 2 n/a n/a PLATES GRIP MT20 244/190 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 8=90(LC 7) Max Uplift 2=-426(LC 8), 8=-541(LC 8) Max Grav 2=438(LC 17), 8=610(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-451/399, 5-6=-347/286, 3-4=-370/341, 2-3=-439/369 BOT CHORD 2-10=-275/372, 9-10=-275/370, 8-9=-270/363, 6-8=-258/363 WEBS 5-8=-377/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 426 lb uplift at joint 2 and 541 lb uplift at joint 8. 8) Girder carries hip end with 3-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 44 lb up at 7-0-0, and 71 lb down and 44 lb up at 3-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dea8 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-7=-54, 3-4=763(F=-9), 1-3=-54, 11-14=-23(F=-3) Concentrated Loads (lb) Vert: 4=-41(F) 3=-41(F) January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 City Ply LOT 712 WATERSTONE T22400942 2597955 PB Piggyback Truss 5 1 Job Reference o tional Builders FirstScorce (Plant City, FL), Plant City, FL - 33567, 2-4-0 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:08 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoN6mzyuULB-CQjDwSSXpRKRmi8U?09gUac?IV8Yb81HOHeH2zwo2v 4-8-0 2-4-0 3x4 = Scale = 1:9.0 2x4 = I6]o 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 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC . 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-P Weight: 12 lb 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. All bearings 4-8-0. (lb) - Max Horz 1=-41(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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) 1, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 11,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.�� Design valid for use only with 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 into 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 ANSUTPlt 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 7/2 WATERSTONE T22400943 2597955 PB1 Piggyback Truss 2 1 � Job Reference (optional) Builders FirstSourca (Plant City, FL), Plant City, FL - 33567, 2-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:09 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-gcHc7oS9alSITxGK2jwONi7njirNH2NuW2OCpUzwo2u 2-8-0 4-8-0 -8-0 2-0-0 4x6 II Scale = 1:9.1 2x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.09 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 5 n/a n/a Matrix-P Weight: 11 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-8-0. (lb) - Max Horz 1=-37(LC 8) Max Uplift All uplift 100 lb or less at joints) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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) 1, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI� Ypi 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 ANSIMP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 712 WATERSTONE T22400944 2597955 R3 JACK -OPEN TRUSS 2 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:10 2021 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-8pr_L8ToL2a954rWbQRdvvfui6B?OVd2limlLwzwo2t -1-10-10 4-2-3 1-10-10 ' 4-2-3 Scale=1:12.6 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 16 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 8) Max Uplift 3=-89(LC 5), 2=-279(LC 8), 4=-41(LC 4) Max Grav 3=106(LC 1), 2=244(LC 1), 4=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) ' 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) 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) 3, 4 except Gt=lb) 2=279. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 49 lb up at 4-1-7 on top chord, and 55 lb down at 4-1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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, 2-4=-20 Concentrated Loads (lb) Vert:3=-53(F)4=-28(F)5=49(F=25, B=25)6=23(F=12, B=12) January 11,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll 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 7/2 WATERSTONE T22400945 2597955 R7 JACK -OPEN TRUSS 4 1 Job Reference o tional Guilders FirstSource (Plant City, FL), Plant City, FL - 33567, - 8.430 s Nov 30 2020 Mil ek Industries, Inc. Sun Jan 10 MUM 1 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-c?PMYUUQ6MjOIEQj97ysS7Cv8WQZIm8BzMV IuNzwo2s 1-10-10 3-0-0 9-10-1 1-10-10 3-0-0 6-10-1 NAILED NAILED NAILED LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.26 5-8 >448 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.51 5-8 >231 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 . Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-195(LC 8), 2=-210(LC 8), 5=-17(LC 5) Max Grav 4=195(LC 1), 2=443(LC 1), 5=304(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/391 BOT CHORD 2-5=-472/859 WEBS 3-5=-871/479 Scale = 1:22.8 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=195,2=210., 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 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 (plq Vert: 1-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 9=49(F=25, B=25) 10=32(F=16, B=16) 11=-103(F=-51, B=-51) 12=23(F=12, B=12) 13=-10(F=-5, B=-5) 14=-50(F=-25, B=-25) January 11,2021 ®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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web' and/or chord members only. Additionaltemporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI771oll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safebr Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 7/2 WATERSTONE T22400946 2597955 VR7 JACK -OPEN TRUSS 1 1 Job Reference o tional P,uilders FirslSburce (Plant City, FL), Plant City, FL - 33567, I 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 * Rep Stress Incr NO WB 0.52 BCDL 10.0 Cade FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 6=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-150(LC 8), 2=-206(LC 8), 6=-73(LC 5) Max Grav 4=159(LC 1), 2=443(LC 1), 6=298(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1166/419 BOT CHORD 2-7=-497/1097, 6-7=-502/1117 WEBS 3-7=0/255, 3-6=-1081/480 8.430 s Nov 30 2020 MiTek Industries, Inc. Sun Jan 10 10:01:11 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-c?PMYUUQ6MjOiEQj97ysS7C_2WQzlglBzMVIuNzwo2s Scale: 1/2"--V 9-10-1 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.08 6-7 >999 240 MT20 244/190 Vert(CT) -0.13 6-7 >922 180 Horz(CT) 0.02 6 n/a n/a Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=150, 2=206. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=49(F=25, B=25) 12=32(F=16, B=16) 13=-106(F=-53, B=-53) 14=23(F=12, B=12) 15=-1O(F=-5, B=-5) 16=-52(F=-26, B=-26) January 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 �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 ANSYTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j " Center plate on joint unless x, y a offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) I Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing, is always required. See BCSI. TOP CHORDS c2-a 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves ♦ ❑ WEBS o3w 4 O Z65 � 3 ��1 3 may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never O U stack materials on inadequately braced trusses. o- �S U 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and For,4 x 2 orientation, locate c7-e csa cs s l__ all other interested parties. plates 0- '+8' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSUTPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably connector plates. nvironment in accord with ANSI/TPIprotected the e " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension Is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is the length parallel to slots. ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. G Plate Connected Wood Truss Construction. -PSB-89: Design Standard for Bracing. Ir20. Design assumes manufacture in accordance with bcsi: Building Component Safety Information, MiTOk" ANSI/rPl 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take into account aey dynamic • -Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 or other loads other than those expressly stated.