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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 rF D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 11, 2021 Building Department _ Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 115 Blk. 5 Fort Pierce - Waterstone 5318 San Benedetto Pl. 1780 B RHG 21-4894 Builders First Source 4/19/21 2743003 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or :sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 5/11/2021 Carl A. Brown, P.E. FL. # 56126 5/11/2021 Scott Lewkowski, P.E. FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" �i,,E3aa3:te�g B LO B0°° . • °°° kP No 864 o fro; TATE OF ;.�:' Luis Pab.o FL. # 87964 FILE COPY NAME ODD SPACE ® MEN • 1 11 , • IIIIIIIIII,II'll'I'IIIIIIIIIII'IIIIIIIIII'IIIIII■IIII-IIIIIIIIII,I-IIIIIIII.I-,I•,1® � 1 11 I1 11 .I",I 0 ad ❑' Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 05/11/2021 By: ES Submittal No.: Project No.: 21-4894 Project Eng.: Luis Project Name: Adams Homes - Fort Pierce - Waterston - Lot 115 BI 5 VERIFY ALL UMENSIONS AND CEIUNG CONDnONS PRIOR TO APPROVAL SOME CEILING FRAMING REOLARED IN FIELD BY BNLDER MAP! MD FORCE RESTS M SYSTEMICC HYBRD WIND MOO-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY n This Drawing Must Be Approved And MD IMPORTO WORTANCE FACTOR 1.00 LOAD 0MPH WIN Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT MN ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCL- 40 PSF L BEEN ACCEPTED. TCDL- 07 PSF TCDL: 10 PSF By Data BCDL• 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM 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. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECTIONS. 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: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL 1780 B ADDRESS: 1 5318 SAN BENEDETTO PL LOT ! BLOCK: 11515 SUBDIVISION: WATERSTONE CRY: FT PIERCE DRAWN BY: KSANCHEZ JOB 11 : 2743003 DATE: 04/11l2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 305-1301 MII� MiTek" RE: 2743003 MiTek USA, Inc. LOT 11515 WATERSTONE 6904 Parke East Blvd. Tampa, Fl- 33610-4115 Site Information: Customer: PSL- Bill R Project Name: 2743003 Lot/Block: 115/5 Model: 1780 B Address: 5318 SAN BENEDETTO PL 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 37 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23588836 A01 4/19/2021 21 T23588856 CJ3 4/19/2021 2 T23588837 A02 4/19/2021 22 T23588857 CJ3V 4/19/2021 3 T23588838 A03 4/19/2021 23 T23588858 CJ5 4/19/2021 4 T23588839 A04 4/19/2021 24 T23588859 CJ5V 4/19/2021 5 T23588840 A05 4/19/2021 25 T23588860 EJ7 4/19/2021 6 T23588841 A06 4/19/2021 26 T23588861 EJ7A 4/19/2021 7 T23588842 A07 4/19/2021 27 T23588862 EJ7V 4/19/2021 8 T23588843 A08 4/19/2021 28 T23588863 EJ210 4/19/2021 9 T23588844 A09 4/19/2021 29 T23588864 EJ210A 4/19/2021 10 T23588845 A10 4/19/2021 30 T23588865 EJ210B 4/19/2021 11 T23588846 All 4/19/2021 31 T23588866 EJ210C 4/19/2021 12 T23588847 Al2 4/19/2021 32 T23588867 EJ210D 4/19/2021 13 T23588848 A13 4/19/2021 33 T23588868 HJ7 4/19/2021 14 T23588849 A14 4/19/2021 34 T23588869 HJ7V 4/19/2021 15 T23588850 B01 4/19/2021 35 T23588870 HJ210 4/19/2021 16 T23588851 B02 4/19/2021 36 T23588871 HJ210A 4/19/2021 17 T23588852 CJ1 4/19/2021 37 T23588872 HJ210B 4/19/2021 18 T23588853 CJ1A 4/19/2021 19 T23588854 CJ 1 B 4/19/2021 20 T23588855 CJ 1 V 4/19/2021 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 of 1 ��i � • � O R I'D N �►/111.1111 . Joaquin Velez PE No.68182 MiTek USA,, Inc. FL Gert 6634 6964 Parke East Blvd. Tampa FL 336,10 April 19, 2021 Velez, Joaquin FILE Copy 2743003 A01 Special Truss Ply I LOT 115/5 T23588836 uu rcererence o [IOnal IrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:49 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-tgMBjRoNygDfnacCwduafcv7lWykrBWg1 Gg22wzQX8W 14 511-1 8-8-0 13-1-11 20.0-0 26.10-5 31-4-0 34-0-15 40-0-0 14 1-4-0 5-11-1 2-8-15 45-11 6-105 6-105 4-5-11 2-8-15 5-11-1 1-4-0 Scale = 1:73.2 5x6 1 48 3.00 F12 48 Zz 1-5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.95 BC 0.95 WB 0.96 Matrix -AS DEFL. in (loc) I/clef! L/d Vert(LL) 0.70 12-13 >687 240 Vert(CT) -1.16 12-13 >414 180 Horz(CT) 0.63 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 212lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEDGE WEBS 1 Row at micipt 5-14 Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=803(LC 10), 10=803(LC 10) Max Grav 2=1552(LC 1), 10=1552(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/2706, 3-4=-4718/2561, 4-5=-4745/2673, 5-6=-2418/1540, 6-7=-2411/1536, 7-8=-4745/2673,8-9=-4719/2561,9-10=-4917/2706 BOTCHORD 2-15=2277/4745, 14-15=-1339/2945, 13-14=-685/1867, 12-13=-1339/2831, 10-12=-2277/4435 WEBS 6-13=467/933, 7-13=-1103/746, 7-12=-963/2000, 6-14=-471/988, 5-14=-1171/745, 5-15=963/2163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE ,,��1IIIIIII/I'�,I �%%,Qu l N V �I P F< �� 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior .% ��,� • G E•N •• �� ♦I♦ 1 2-8-0 to 16-0-0, Exterior 2R 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • NO 681.82 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ► * ;• �• * '� : 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora ; 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 S T . C F : wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity bearing 0, •• �� ♦�j `` •: {� 7 P; • ���� �. of surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=803, 10=803. �o N A� 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE N6.68182 MITek USA, Inc: FL Cert 66M .6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® 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 is parameters shown, and for an individual building component, note 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 AITek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?pl1 Quality Criteria, DS9.89 and BCSI Building Component Safety V� 1 Infomtatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 115/5 WATERSTONE T23588837 2743003 A02 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:50 2021 Page 1 -ID:g65k6Z?uVliuQXUS7?YA4XyW46R-MOwZwnp?i_LWyBPULPp, BgSIUw4G0O0amgzGwQb51a1N-4zQQ XBV 4-11 19025714345-11-1 811-0 4 � -0 0-15 -0 -15 5-8-11 4-74 2-4--11 2--15-11-1r11-0 -4 5 5x6 = 5x6 = Scale = 1:75.6 6.00 12 3x4 � 3x4 5 8 27 28 3x6 i 3x6 o 5x6 i 4 9 5x6 3 10 ST1.5x8 STP = 26 29 2 19 .18 17 16 15 14 13 0 11 N 1 6x12 MT20HS = 3x4 = 3x4 = 4x6 = 3x4 = 6x12 MT20HS = I 3x4 = 4x8 4x8 3.00 12 8-8-0 14-4-11 19-0-0 21-0-0 25-7-4 31-41 40-0-0 B-8-0 5-8.11 ' 4-7-4 �2-0-0 4-7-4 5-8-11 8-8-0 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [3:0-3-0,0-3-0], [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [10:0-3-0,0-3-0], [11:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.65 18-19 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.95 18-19 >504 180 MT20HS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.51 Horz(CT) 0.65 11 n/a n/a BCDL ' 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 224lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. 2-19,11-13: 2x4 SP No.1 WEBS 1 Row at midpt 4-18, 5-17, 8-16, 9-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Harz 2=418(LC 9) Max Uplift 2=-803(LC 10), 11=803(LC 10) Max Grav 2=1552(LC 1), 11=1552(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=-4890/2640, 3-4=-4727/2535, 4-5=-3007/1735, 5-6=-2237/1427, 6-7=-1957/1344, 7-8=-2237/1427, 8-9=-3007/1735, 9-10=-4727/2535, 10-11=-4890/2640 BOT CHORD 2-19=2216/4699, 18-19=-1960/4367, 17-18=-1133/2711, 16-17=-692/1957, 14-16=-1133/2632, 13-14=-1960/4159, 11-13=-2216/4409 WEBS 4-19=487/1254, 4-18=-1807/903, 5-18=323/888, 5-17=-1189/670, 6-17=-464/817, 7-16=464/817, 8-16=-1128/670, 8-14=-323/823, 9-14=-16661903, 9-13=-487/1165 till III /t#, NOTES- %0,PQiiiN 1) Unbalanced roof live loads have been considered for this design. ��% P G E ]�J • •• �� ��� S�•. �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. �� •'��i` 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) • Nq 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for C .6t3182 •;': 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 are MT20 unless otherwise indicated. ST OF. 4V plates plates 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This ���. T •• Q� : _ �� �•n `Ii 7) 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 i��`. � R will fit between the bottom chord and any other members. 8) Bearing , 11 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify ��/� � N A' opaci capacity of 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE Nt .68182 2=803, 11=803. Mrrek USA, Inc:. FL 6ert 6634. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904;Parke EasOlvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: April 16,2021 ® 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 properlyincorporate this design into the overall building design. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke East Job Truss Truss Type Qty Ply LOT 115/5 A03 I Hip Truss T23588838 Job Reference (optional) Irce (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:52 2021 Page 1 11--04-0 170-2 ID-: g65k6Z?uVliuQXUS7?YA4XyW46R-IP2JLTrFEbbEe-FLnbm RH HFXe_k?12Y5GiEv1if-F4z- QX8T5-11-1 8.8-0 126-4 0 2-0-1 27-5-12 31-4-0 34015 40-05-11-1 2-8-15 3--04 -0 4-5-12 3-104 1 2-8-15 1 1-1 1-4-0 6.00 12 3x10 � 3.00 12 5x6 = 5x8 = 4x4 = Scale = 1:75.6 3x10 zz 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 0.92 BC 0.79 WB 0.97 Matrix -AS DEFL. in (too) I/deft L/d Vert(LL) 0.66 13-14 >729 240 Vert(CT) -1.18 13-14 >405 180 Horz(CT) 0.63 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 215lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 'Except* BOT CHORD Rigid ceiling directly applied. 15-17,13-15: 2x4 SP No.1 WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), 11=803(1_C 10) Max Grav 2=1815(LC 15), 11=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5917/2739, 3-4=-5702/2600, 4-5=-5762/2720, 5-6=-2900/1596, 6-7=-2592/1504, 7-8=-2805/1596, 8-9=-5490/2720, 9-10=-5434/2600, 10-11=-5661/2739 BOTCHORD 2-17=2308/5641, 16-17=-1400/3641, 14-16=-907/2604, 13-14=-1400/3238, 11-13=-2308/5119 WEBS 5-17=969/2524, 5-16=-1279/686, 6-16=404/1008, 7-16=-257/259, 7-14=-404/1120, 8-14=1215/686, 8-13=-969/2358 NOTES- 1) Unbalanced � ,,,�I:�illlla���,, piUIN [ �i roof live loads have been considered for this design.: 2) Wind: ASCE 7-16; • C' ENS Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. � . •F •.. �. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C 6cterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 4% �. 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 41-4-0 to zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �' M Q 68182 * �• •:. • 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 drainage M. adequate to prevent water ponding. •. 5) All plates are MT20 plates unless otherwise indicated. i S O F ' QJ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This �i0,t1[� 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. 0 `` • C O R *j�.CSSi ' • • •°�' ��: 8) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify ��/� Boni A' ��t� capacity of bearing surface. ` 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE Nd.68182 2=803, 11=803. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek IJSA, L Cent 6634 6904 QSA, Inc..I c..F sti yd. Tampa fL 33610 sheetrock be applied directly to the bottom chord. Date: April 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design for valid 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 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 ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11515 WATERSTONE T23588839 2743003 A04 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:53 2021 Page 1 ID:g65k6Z?uVl iuQXUS7?YA4XyW46R-mbbiZoru?uj5GPw_9TyWpS4pH716n4KQyteFBizQX8S r1 4 Q 5-11-1 8-8-0 15-0-0 20-0-0 25-0-0 31-4-0 34-0-15 40-0-0 ¢1-40 1-4-0 5-11-1 2-8-15 6-4-0 5-0-0 5-0-0 6-4-0 2-8-15 5-11-1 1-4-0 Scale = 1:75.7 5x6 = 3x4 = 5x6 = 6.00 12 5 6 7 25 3x8 i 3x8 1 5x6 i 4 24 8 ZN26j216 M 0 Sx6 F 3 9 ST1.5x8 S�23 ST1.5x8 STP = 15 27 2814 13 12 n 10 1 7x14 MT= 3x8 = 3x8 MT20HS — 3x8 = 7x14 MT20HS = Iv 1N 1 11 d 3x10 3x10 3.00 12 i B-B-0 15-0-0 25-0-0 i _ 31-4-0 40-0-0 8-8-0 6-4-0 10-0-0 6-4-0 ' 8-8-0 Plate Offsets (X Y)-- [2:0-0-10 Edge] [3:0-3-0 0-3-0] [5:0-4-0 0-2-8] [7:0-4-0,0-2-81, [9:0-3-0 0-3-01, [10:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.72 13-15 >665 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.26 13-15 >380 180 MT20HS 187/143 BCLL 0.0 'Rep Stress Incr YES WB 0.59 Horz(CT) 0.65 10 n/a file BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 'Except` BOT CHORD Rigid ceiling directly applied. 14-16,12-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2=-803(LC 10), 10=803(LC 10) Max Grav 2=1819(LC 15). 10=1819(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5861/2810, 3-4=-5696/2740, 4-5=-3344/1769, 5-6=-2990/1684, 6-7=-2891/1684, 7-8=-3236/1769, 8-9=-5446/2740, 9-10=-5623/2810 BOT CHORD 2-16=2370/5549, 15-16=-2155/5201, 13-15=-1260/3101, 12-13=-2155/4731, 10-12=-2370/5075 WEBS 4-16=512/1525, 4-15=-2274/1098, 5-15=-454/1162, 6-15=-340/179, 6-13=340/179, 7-13=454/1184, B-13=-2144/1098, 8-12=-512/1419 NOTES- ,' (V N V�<� I,,I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. \. F•••- 0 (3-second gust) .' 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 N O 68182 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and .�. •: forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * :. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. i 9 •• S OF ((/ 5) All plates are MT20 plates unless otherwise indicated. has been designed for 10.0 bottom live load live loads. Q 6) This truss a psf chord nonconcurrent with any other ' . C 0 R `O'•.• �. 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 \G. will fit between the bottom chord and any other members, t �O value using ANSIITPI 10 angle to grain formula. Building designer should verify 8) Bearing at oint(s) 2, 10 considers pa allel togra nal capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE Nd.68182 2=803, 10=803. MiTek 118A,.lnc. FL Cert 66-34 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 690*17ark8 Eas.t Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Data. April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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/TFl1 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 11 Truss Type I Qty Ply LOT 11 2743003 IA05 HIP TRUSS T23588840 FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference (optional) 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:54 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-En94m8s Wm CryuZVAIBTIMgd78XkG WR5ZBXOojBzQX8R 1-4- 5-11-1 13-0-0 20-8-0 27-0-0 31-4-0 34-0-15 40-0-0 1-4 1-4-0 5-11-1 7-0-15 7-8-0 6-4-0 4-4-0 2-8-15 5-11-1 1-4-0 6.00 12 Scale = 1:75.7 6x12 MT20HS - 2x4 11 5x8 = 4 26 27 5 28 296 ST1.5x8 STP = 3x8 i - 5x12 = 3x4 II 3x6 6x8 = 3.00112 13-0-0 LOADING (psf) TCLL • 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.31 BC 0.61 WB 1.00 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.46 17-20 >247 240 0.40 17-20 >284 180 0.14 9 n/a n/a PLATES MT20 MT20HS Weight: 222 lb GRIP 244/190 187/143 FT = 20% LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* BRACING - TOP CHORD Structural wood sheathing directly applied. 2-16: 2x4 SP M 31, 5-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 13 15 WEDGE WEBS 1 Row at midpt 4-17 Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift, 2=-492(LC 20), 9=-537(LC 10), 17=-1277(LC 10) Max Grav 9=1021(LC 16), 17=2406(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/1376, 3-4=-655/1623, 4-5=-904/645, 5-6=-907/640, 6-7=-1453/880, 7-8=-2470/1350,8-9=-2775/1522 BOT CHORD 2-17=1237/447, 16-17=-415/447, 5-13=429/417, 12-13=-376/1277, 11-12=-896/2141, 9-11=1205/2473 WEBS 3-17=4571640, 4-16=0/251, 4-13=-724/1429,6-13=-512/271, 6-12=-253/652, 7-12=1083/607, 7-11=-293/784, 8-11=-280/258, 13-16=-412/497, 4-17=-2231/1077 NOTES-QL1IN 1) Unbalanced live � roof loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; E N S� 4� 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(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2R) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 ��`,,`,OP'�C 4 R%a. 68182 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. p '. ST OF : .4 Z 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 . ;AN.. - k �j�tas••.� F{ 1 �,•' will fit between the bottom chord and any other members. 8) ��,�1 • ;�` .,, �* S 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. 1„,. (V,n1.� `% , �� I��/�:fl�ll� ` 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=492, 9=537, 17=1277. Joaquin Velez PE lUd.6$182 82 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. MiTek USA, Inc: FL .68eft ON M ITek USA, East L C Tampa FL 33610 pad. ADril 16.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 8EFORE 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 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 ANSI/TF11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply A06 HIP TRUSS � 1 1ob [OT11515WATERSTONET2352743003 Reference o tional Builders Firstbource (Plant Gity, FL), Plant GKy, FL - 33b6/, d.43u s Mar zz l zuz rvu I eK m0usrries, Inc. i nu mprlo uo:zo:oo zucl rage -I ID:g65k6Z?uV IIuQXUS7?YA4XyW46R-i_jS_UtBXWzpVj3M Hu?_ut9DkxOrF?QjP B7MFazQXBQ r1-4-0, 5-9-4 11-0-0 16-4-0 20-8-0 29-0-0 31-4-0 34-0-15 40-0-0 Al-4-Q 1-4-0 5-9� 5-2-12 5-4-0 4-4-0 8-40 2-4-0 2-8-15 5-11-1 Scale = 1:74.2 5x6 = 5xB = 4x6 = 5x6 = 430 31 532 6 33 34 7 35 3x4 6.00 12 " 8 3x4 i 2x4 3 9 36 rn ST1.5x;ST = 29 ST1.5x8 STP = o h 28 37 14 2 7x8 = 13 12 1 Ic? 10 m w dI 3x8 = 5x6 = 11 Iv o 0M. 39 38 21 20 19 18 17 16 15 3x6 — 2x4 11 ST1.5x8 STP = 3x6 = 3x4 = 2x4 11 3.00112 3x6 6x8 = 4x4 = 5-9-4 9-4-0 11-0-0 16-4-0 20-8-0 2,1-8-p 29-0-0 i 31-4-0 40-0-0 5-9-4 3-6-12 1-8-0 5-4-0 4-40 -0- 7-4-0 2-4-0 8-8-0 Plate Offsets (X Y)-- [4:0-3-8,0-2-4] [5:0-4-0 0-3-0],[7:0-4-0,0-2-8],[10:0-2-10,0-0-7],[14:0-6-4,0-4-12] 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 0.64 Vert(LL) 0.23 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.43 13-14 >855 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20. 5-19 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 20=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=-613(LC 20), 10=529(LC 10), 20=-1325(LC 10) Max Grav 10=995(LC 16), 20=2549(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/1589, 3-4=-915/1851, 4-5=-354/920, 5-6=-1096/604, 6-7=1586/959, 7-8=-17481998, 8-9=-2379/1268, 9-10=-2695/1500 BOT CHORD 2-21=1410/480, 20-21=-1410/480, 19-20=-949/797, 6-14=-567/495, 13-14=-226/1168, 12-13=-803/2056, 10-12=-1185/2420 WEBS 4-20=2280/1267, 4-19=-514/1113, 5-19=-1481/839, 14-17=0/272, 5-14=-492/1261, 6-13=336/514, 7-13=-98/505, 8-13=-760/403, 8-12=-322/730, 9-12=325/334, 3-21=533/213, 3-20=-447/977 NOTES- 1) Unbalanced roof live loads have been considered for this design. `,, QUIN P.. VF� ,,� 2) Wind: ASCE 7-16; Vuit=160m h 3-second gust Vasd=124m h; TCDL=4.2psf; BCDL=5.0 sf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. P( ) P P SF�'•� �i 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, Exterior(2R) 5-4-2 �� •'�v� to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 ; • NQ 68182 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. t 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. S f (V 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 4u • will fit between the bottom chord and any other members. 7) Bearing 10 1 Building designer �i�F�i'+ OR 0 atjoint(s) considers parallel to grain value using ANSIfrPI angle to grain formula. should verify •'\,�� S "� capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=613, 10=529, 20=1325. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum doaquln Velez PE Nd.68182 sheetrock be applied directly to the bottom chord. MiTek USA; Inc: FL 68rt 66M 6904:Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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 Truss Truss Type A07 I HIP TRUSS Ply 1 1 1 T23588842 s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:56 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-AAHgBqumlp5f7teYgbWDR5iNZLNn QSsertvoOZQXBP r1-4-01 6-0-1 9-0-0 15-4-0 20-8-0 26-4-0 3100 34 0-8 40 0 0 41 4 Q 1 4 0 6 0 1 2 11 15 6-4-0 5-4-0 5-8-0 4-8-0 3-0-8 5-11-8 1-4-0 5x6 5x8 = 2x4 11 6.00 12 4 29 30 315 6 3x4 i 3 ST1.5x8 STP 2728 +142 0 3637 20 19 18 17 16 3x6 = 2x4 11 ST1.5x8 STP = 3x4 = 15 2x4 11 3x6 = 6x8 = 1 6-0-1 9-0-0 9,4r0 15-4-0 20-8-0 21-8-0 Scale = 1:74.2 3x8 = = 32 7 33 8 5x6 2x4 9 ST1.5x8 STP 34 35 4 13 O d 2x4 11 12 10 m N 5x12 = 11 I4 0 3.00112 3x6 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) TCDL 7.0 0.25 12-13 >999 240 MT20 2441190 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 12-13 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 19=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-809(LC 20), 10=511(LC 10), 19=-1425(LC 10) Max Grav 10=940(LC 16), 19=2784(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-622/2029, 3-4=-1083/2202, 4-5=-953/1982, 5-6=1070/521, 6-7=-1116/538, 7-8=-1858/1065,8-9=-2220/1184,9-10=-2532/1434 BOT CHORD 2-20=1790/681, 19-20=-1790/681, 17-19=-300/390, 6-14=-283/237, 13-14=-709/1934, 12-13=-709/1934,10-12=-1122/2276 WEBS 4-19=1192/703, 5-19=-2093/1164, 5-17=-88/324, 14-17=-337/427, 5-14=-598/1496, 7-14=906/596, 7-12=-262/87, 8-12=-317/782, 9-12=-331/364, 3-20=603/197, 3-19=390/972 NOTES- 1) Unbalanced roof live loads have been considered for this design. `,,��111111lII��1 , % QV ' �Z 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior 2E to 2-8-0, �� t'P; `� . • Ci E N • • C� -1-4-0 Interior 1 2-8-0 to 3 4 2, Exterior 2R 3 4-2 to 14-7-14, Interior(1) 14-7-14 to 25 4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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 • N Q 6 B 1:82 / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ► 7k ;. *: 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 3-6-0 i �• TE OF <C/. rectangle tall by 2-0-0 wide will fit between the bottom � � • ' chord and any other members. 7) Bearing .0 , • (�, Q •; ` ,� 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. ,j�l� • _� O R 1 �. ` ��, 8) meth connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) S�� N A 2=809e 1n191 1425. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No,68182 sheetrock be applied directly to the bottom chord. MITek USA', Inc: FL Cert 6634 .6904:Parke East Blvd. Tampa FL 33610 Dater April 16,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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, note 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 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffloll Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 11515 WATERSTONE T23588843 2743003 AOB Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:58 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-7ZPacVVvOgRLNMAoxyOYhVVWnf88?1 SHB959MOsvzQX8N r1-4-Q 3-1-1 7-0-09-4-0 11-10-11 16-9-5 21-8.0 25-5-5 29-2-11 33-0-0 36-11-8 40-0-0 p1-4-Q 1� 0 3-10-15 2-4-0 2-6-11 4-10-11 4-10-11 3-9-5 3-9-5 3-9-5 3-11-8 3-0 4 0 6x12 MT20HS 7x10 = 6.00 12 4 5 32 6x12 MT20HS = 4x6 = 3334 35 6 36 377 38 7x14 MT20HS Zz 2x4 11 3x8 = 839 4041 942 43 10 Scale = 1:74.2 c? ST1.5x8 STP = 12 M \' C�jT\\� 13 IV 25 24 23 44 22 21 45 20 46 4719 2x4 II 4x8 = 2x4 11 ST1.5x8 STP = 3x4 = 2x4 11 3.00112 3x10 7x8 = 3x8 MT20HS = 7x14 MT20HS = 4xl0 MT20HS II FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 3-1-1 7-0-0 9-4-0 13-0-11 16-9-5 21-8-0 25-55 29-2-11 32-10-8 1 36-11-8 1 40- T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.79 16-17 >467 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ' 1.00 Vert(CT) -0.91 16-17 >406 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.28 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 220lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 1-9-15 oc purlins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1-10-4 oc bracing. BOT CHORD 2x4 SP No.2 'Except* WEBS 1 Raw at midpt 5-21, 6-21, 6-18, 5-23 7-19: 2x4 SP No.3, 15-18: 2x4 SP No.1, 12-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-24,5-24,5-21,6-21,6-20,6-18,5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=1900(LC 18), 12=-1061(LC 8), 23=-4379(LC 8) Max Grav 2=984(LC 6), 12=1727(LC 18), 23=5741(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2354/4167, 3-4=-2778/4533, 4-5=-2489/4135, 5-6=-1662/2971, 6-7=-3171/2426, 7-8=-4923/3167, 8-9=-4923/3167, 9-1 0=-5105/3004, 10-11 =-5590/3231, 11-12=-5057/2857 BOT CHORD 2-25=3695/2183, 24-25=-3695/2183, 23-24=-5559/3822, 21-23=-5559/3822, 20-2 1 =-461/74, 7-18=-1187/705, 17-18=-2263/3307, 16-17=3138/5575, 15-16=-3138/5575, 14-15=-2500/4586, 12-14=-2452/4508 WEBS 3-24=559/535, 4-24=-2012/1264, 5-24=2079/2801, 5-21=-2651/3579, 6-21=-3471/2532, 6-20=237/511, 18-20=-581/162, 6-18=-2404/3845, 7-17=-743/1824, 8-17=-439/421, 9-17=740/241, 9-16=0/295, 9-15=650/469, 10-15=-954/1969, 11-15=-776/729, 5-23=5492/4198 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf 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. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1900, 12=1061, 23=4379. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward nntilll wdrdv8 tYe bearinas. Buildina desicner must provide for uplift reactions indicated. �ri�rlilri�ri %0 =' v i %% P, iu .,. �E W& A, Fes' i No. 681'82 S OF E% 1.11.1,1 Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Celt 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® 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 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 115/5 WATERSTONE T23588843 2743003 A08 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:59 2021 Page 2 NOTES- ID:g65k6Z?uVliuQXUS7?YA4XyW46R-blzzpswebkTE- KN7Wk3w3jKquYLGBkQIKp5ZOLzQXBM 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down and 173 Ib up at 7-0-0, 28 Ib down and 51 Ib up at 9-0-12, 90 Ib down and 173 Ib up at 11-0-12, 90 Ib down and 173 Ib up at 13-0-12, 90 Ib down and 173 lb up at 15-0-12, 90 Ib down and 173 lb up at 17-0-12, 90 Ib down and 173 Ib up at 19-0-12, 90 Ib down and 173 Ib up at 20-11-4, 116 Ib down and 184 Ib up at 22-11-4, 116 Ib down and 184 Ib up at 24-11-4, 116 Ib down and 184 Ib up at 26-11-4, 116 Ib down and 184 Ib up at 28-11-4, and 116 Ib down and 184 Ib up at 30-11-4, and 237 Ib down and 407 Ib up at 33-0-0 on top chord, and 272 Ib down and 357 Ib up at 7-0-0, 65 Ib down and 102 Ib up at 11-0-12, 65 Ib down and 102 Ib up at 13-0-12, 65 Ib down and 102 Ib up at 15-0-12, 65 Ib down and 102 Ib up at 17-0-12, 65 Ib down and 102 Ib up at 19-0-12, 65 Ib down and 102 Ib up at 20-11-4, 82 Ib down at 22-11-4, 82 Ib down at 24-11-4, 82 Ib down at 26-11-4, 82 Ib down at 28-11-4, and 82 Ib down at 30-11-4, and 425 Ib down and 169 Ib up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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, 4-10=-54, 10-13=-54, 19-26=-20, 15-18=-20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-90(B) 10=-237(B) 24=-272(B) 5=-3 21=-39(B) 20=-39(B) 6=-90(B) 16=-60(B) 15=425(B) 32=-90(B) 33=-90(B) 35=-90(B) 36=-90(8) 37=90(B) 38=-116(B) 39=-116(B) 41=-116(B) 42=116(B) 43=-116(B) 44=-39(B) 45=-39(B) 46=-39(B) 47=39(13) 48=-60(B) 49=60(B) 50=-60(B) 51=-60(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 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 ANS//TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type City Ply LOT 115/5 WATERSTONE T23588844 2743003 A09 Special Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:25:59 2021 Page 1 5-I D: g65k6Z?uVl iu,QXUS7?YA4XyW46R-blzzpswebkTE_KN7 Wk3w3jKvT-YOABmQIKp5ZOLzQXBM r1Q 5-11-1 88-0 137-1 20-0-0 6-00-0 1-41 1 1-1 28 414-015 4-- 11-2 6-4-15 6-5-13 m 0 3x6 3.00 F12 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 4x6 = 2x4 II 6 7 14 6x8 = 3x6 = 3x4 = 13-7-1 20-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES TC 0.59 Vert(LL) -0.36 12-14 >643 240 MT20 BC 0.82 Vert(CT) -0.55 12-14 >422 180 WB 0.74 Horz(CT) 0.11 14 n/a n/a Matrix -AS Weight: 210 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 8-14, 7-14 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-583(LC 10), 14=452(LC 10), 10=570(LC 10) Max Grav 2=907(LC 15), 14=1867(LC 15), 10=1024(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1556, 3-4=-2100/1382, 4-5=-900/910, 5-6=252/556, 6-7=-199/539, 7-8=-208/576, 8-9=1217/840, 9-10=-1458/920 BOT CHORD 2-17=1236/2555, 16-17=-923/2051, 15-16=-416/983, 12-14=280/545, 10-12=-623/1246 WEBS 3-17=360/261, 4-17=-304/920, 4-16=-1200/569, 5-16=-197/791, 5-15=-1265/603, 8-14=926/524,8-12=-198/886,9-12=-462/380, 14-15=-1335/260,7-15=-515/80 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=583, 14=452, 10=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:77.5 0 0 l4 N 3x6 = GRIP 244/190 FT = 20% �e0 PQv N EN No ,68182 8. 8 r •, 'S F �L ♦F� R ♦ s Joaquin Velez PE N6.68182 MITek USA,1nc. FL Cart 6634 6904:Parke W,Blvdl Tampa FL 33610 Date: April 16,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6204 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type LOT 1 2743003 A10 GABLE 1 1 T23588845 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:03 2021 Page 1 I D: q65 k6Z?uV I iuQXUS 7?YA4XyW46R-T WCTfDz9fz_gTyhvla6s DZVbp9q R7Zd uFR3nX6zQX81 r1-4-q 7-0-5 13-6-3 20-0-0 26-5-13 32 11 11 40 0-0 41 4-0 1 4-0 7 05 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 41 0 m d 0 5x6 1 ,D -14 13 20'S 76 77 16 5x6 = 3x4 = 5x8 = 5x8 =3x8 = 3x4 = 5x6 = 2-3-14 , 7-0-5 ' 2-3-14 ' 4-84- Plate Offsets (X,Y)-- [2:0-4-0,0-3-1],[4:0-5-1,0-3-0],[7 f52:0-1-14 0-1-0) [55'0-1-14 0-1- LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 [11:0-4-0,0-3-1], CSI. DEFL. in ([cc) I/dell Lid TC 0.63 Vert(LL) -0.07 13-69 >999 240 BC 0.48 Vert(CT) -0.13 13-69 >999 180 WB 0.79 Horz(CT) 0.01 11 n/a rile Matrix-MSH Scale = 1:78.3 M 12Io :0-1-15,0-1-0], [33:0-1-15,0-1-0], PLATES GRIP MT20 244/190 Weight: 348 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: WEBS 2x4 SP No.3 10-0-0 cc bracing: 13-14,11-13. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 7-16, 8-16 REACTIONS. All bearings 7-3-0 except (jt=length) 2=2-0-0, 22=2-0-0, 11=0-8-0, 2=2-0-0. (lb) - Max Horz 2=-424(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 19 except 22=-392(LC 8), 20=-678(LC 5), 16=-756(LC 8), 11=-345(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 17, 2 except 22=540(LC 17), 16=1853(LC 14), 19=309(LC 20), 11=759(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-107/268, 5-6=70/463, 6-7=41/550, 7-8=53/614, 9-11=-901/302 BOT CHORD 2-22=291/179, 21-22=-325/289, 20-21=325/289; 19-20=-395/341, 17-19=395/341 16-17=-395/341, 13-14=-121/754, 11-13=-120/761 WEBS 5-22=318/195, 5-20=-479/376, 6-20=-295/276, 6-16=308/248, 7-16=-732/294, 8-16=989/466, 8-14=-97/614, 9-14=-802/370, 9-13=0/272j11, NOTES- �% CiUIN V -'oo I 1) Unbalanced roof live loads have been considered for this design. ,�,•`G E N ,• �j,, 2) Wind: ASCE 7-16; Vult=166mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ``� s .'��. �`••.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details N q 68182 as applicable, or consult qualified building designer as per ANSI /TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 cc. S F �/ �,� 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i�,� • iQ . 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit e bottom d d any other ;4 p R , 9) Prll ovideetween mechan al connection bnothers of trussrto bearing l to (Y )P '`sS�� capable ofwithstanding 100 lb uplift at'oint s 2, 19, 2 except P 9 P J () p (jt=lb) 22=392, 20=678, 16=756, 11=345. N Ai- 111:1,1.1���` 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 62 Ib up at Joaquin Velez PE N6.68182 2-10-12 on top chord, and 120 lb down and 203 lb up at 2-10-0. 41 lb up at 4-10-12, 41 lb up at 6-10-12, 41 lb up at 8-10-12, 41 MiTek 11SA, Inc. FL Cert 6634 lb up at 10-10-12, and 427 lb up at 12-10-12, and 115 lb down and 152 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .69Q4'Parke Eas6Blvd. Tampa FL 33610 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: April i7,2�21 :ontinued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M' 11-7473 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 is always required for stability and to MiTek prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply �LCIT11515WATERSTONE T23588845 2743003 A10 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:03 2021 Page 2 ID: g65k6Z?uVliuQXUS7?YA4XyW46R-TWCTfDz9fz_gTyhvla8sDZVbp9gR7ZduFR3nX6zQXBI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-12=-54, 62-65=-20 Concentrated Loads (lb) Vert: 70=28(F)71=-120(F) 75=215(F) 76=-1 15(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 is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the piTek• 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 2743003 IAll City I Ply I LOT 115/5 WATERSTONE Special Truss T23588846 r� 0 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:04 2021 Page ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ximssZ_nPH6X45F5IHf5mnlmDZ5Gs1RIU5pK4ZzQX8H r1-4-Q 5--1813-10-8 20-0-0 26-2-6 32 11 11 40 0 0 41 4 0 1 4-0 5 11 1 201 5-3-0 6-1-8 6-2-G 6-9-4 7-0-5 144 3x6 = 2x4 11 6 7 Scale = 1:76.3 3x6 n 3.00 F12 6x8 = 3x6 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 40-0-0 CSI. DEFL. in (loc) I/deli L/d PLATES GRIP TC 0.59 Vert(LL) -0.37 12-14 >623 240 MT20 244/190 BC ' 0.82 Vert(CT) -0.56 12-14 >413 180 WB 0.76 Horz(CT) 0.11 14 n/a file Matrix -AS Weight: 211 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 8-14, 7-14 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Harz 2=437(LC 9) Max Uplift 2=-584(LC 10), 14=451(LC 10), 10=-570(LC 10) Max Grav 2=907(LC 15), 14=1870(LC 15), 10=1026(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2463/1557, 3-4=-2113/1393, 4-5=-870/892, 5-6=251/560, 6-7=-195/534, 7-8=-210/582, 8-9=1221/844, 9-1 0=-1 465/926 BOT CHORD 2-17=1236/2554, 16-17=-936/2066, 15-16=-393/929, 12-14=268/514, 10-12=-629/1253 WEBS 3-17=344/249, 4-17=-300/926, 4-16=-12591602, 5-16=-197/785, 5-15=-1231/590, 8-14=917/529, 8-12=-209/908, 9-12=-473/392, 14-15=-1330/243, 7-15=-499/88 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.Opsf; 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 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exteriof(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=584, 14=451, 10=570. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %,,`,I�riiilllfl`��,I PQU I N �/F� ���i S�' \ O E N No. 68182 tP 'ST OF00.01 •t�VJ Joaquln Velez PE N6.68182 MiTek USA, Inc. FL 6ert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 iVtiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 115/5 WATER, TONE T23588B47 2743003 Al2 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:05 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-PvKE4v?PAaEOiFgHs_AKI_azEzRdbTnBilYuc?zQX8G 14-0 5-11-1 Q-7$ 13-4-7 20-0-0 26-5-13 32-11-11 40-0-0 p1-4-Q 1-4-0 5-11-1 -8- 6-8-15 6-7-9 6-5-13 6-5-13 7-0-5 3x6 3.00 F12 Scale = 1:72.9 3x6 = 2x4 11 5 6 Sx8 I 3x6 = 3x4 = 3x6 = 6x8 = 6-7-8 13-4-7 20-0-0 2p-9i0 29-8-12 40-0-0 6-71 6-8-15 6-7-9 -9- 8-11-12 16-3-0 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 0.51 Vert(LL) -0.36 11-13 >644 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.55 11-13 >423 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 208lb 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. 9-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-567(LC 10), 13=486(1_C 10), 9=-552(LC 10) Max Grav 2=892(LC 15), 13=1899(LC 15), 9=1002(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2447/1453, 3-4=-855/820, 4-5=-226/515, 5-6=-172/512, 6.7=-180/534, 7-8=-1169/799, 8-9=-1410/879 BOT CHORD 2-16=1135/2521, 15-16=-1095/2413, 14-15=-359/906, 11-13=-242/501, 9-11=-587/1203 WEBS 3-16=201/793, 3-15=-1564/763, 4-15=-128/716, 4-14=-1233/589, 7-13=-924/523, 7-11=198/887, 8-11=-463/380, 13-14=-1368/297, 6-14=-546/57 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 16-0-0, Exterior(21R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4),This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=567, 13=486, 9=552. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N V ,,,���� �. POQ.. No 60182 ;XZ 9 ; ST Oft i r ORI ON A Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Gert 6634 .6904 Parke East Bivd: Tampa FL 33610 Date; April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 115/5 WATERSTONE 2743003 A13 Special Truss 1 1 T23588848 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:06 2021 Page 1 ,...yv.rtu.c:�v „uelnUor ' Tr ftAyvvvoR-UDUCrlrY1xUMhKeF l UIncrG76sNIGKu7KxPIR8RzQXBF 1 4-0 4-7-8 11-1 12-4-9 20-0-0 26-5-13 32-11-11 40-0-0 1_q_ 1-3-9 6-5-8 7-7-8 6-5-13 6-5-13 7-0-5 1-4-0 Scale = 1:72.9 3x6 = 6.00 12 2x4 11 5 6 5x8 11 6x8 = 3x6 = 3x4 = 3x6 = 3x6 3.00 F12 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 *Except* 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 20-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.58 Vert(LL) -0.36 11-13 >646 240 MT20 244/190 BC 0.92 Vert(CT) -0.55 11-13 >424 180 WB 0.93 Horz(CT) -0.07 13 n/a n/a Matrix -AS Weight: 210 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-531(LC 10), 13=561(LC 10), 9=-514(LC 10) Max Grav 2=872(LC 15), 13=1986(LC 15), 9=957(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/1373, 3-4=-855/727, 4-5=-177/422, 5-6=-125/466, 6-7=-122/445, 7-8=-1068/710,8-9=-1310/791 BOT CHORD 2-16=1087/2623, 15-16=-1042/2464, 14-15=-319/943, 11-13=-160/409, 9-11=-508/1114 WEBS 3-16=168/765, 3-15=-1538/735, 4-15=-48/667, 4-14=13081613, 7-13=-917/513, 7-11=201/889, 8-11=-466/384, 13-14=-1463/383, 6-14=-638/83 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 16-0-0, Exterior(21R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=531,13=561,9=514. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeke 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 .-�\ G E N SF :�40 No 6,81.82 o ST . OF '.QJ NAX- Joaquin Velez PE N6.681.82 MITek USA; Inc: FL Nit 6634 6904 Parke East Blvd. Tampa FL 336,10 Date:: April 16,2021 WeW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11115 WATERSTONE T23588849 2743003 A14 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:07 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-MHS VbOgiCU6xZ_g_PCoNPfEQn573PcUA31_guzQXBE r1-4-Q 2-7-8 5-11-1 11-8-0 20-0-0 26-5-13 32-11-11 40-0-0 Al-4-Q 1-4-0 2-7 8 3-3-9 5-8-15 8-4-0 6-5-13 6-5-13 7-0-5 3x6 = 6.00 12 2x4 II 5 6 13 5x8 = 5x8 = 3x6 = 3x4 = 3x6 = 3x6 :::� 3x6 II 3.00 F12 2-7-8 , 11-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-14: 2x4 SP No.2 Scale = 1:76.3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.78 Vert(LL) -0.37 11-13 >631 240 MT20 2441190 BC 0.94 Vert(CT) -0.55 11-13 >422 180 MT20HS 187/143 WB 0.66 Horz(CT) 0.07 13 n/a n/a Matrix -AS Weight: 212 lb FT = 20% BRACING - TOP CHORD Structural:wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 4-14, 7-14 2 Rows at 1/3 pts 6-13 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 9=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-395(LC 10), 13=840(LC 10), 9=-370(LC 10) Max Gray. 2=763(LC 15), 13=2223(LC 15), 9=741(LC 16) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2326/931, 3-4=-705/380, 4-5=0/676, 5-6=0/294, 6-7=0/666, 7-8=-593/372, 8-9=-838/455 BOT CHORD 2-17=726/2422, 16-17=-725/2263, 15-16=-290/764, 14-15=-293/755, 9-11=-209/694 WEBS 3-17=42/663, 3-16=-1508/684, 4-15=0/589, 4-14=-1339/633, 7-14=-898/497, 7-11 =209/902, 8-11 =-477/391, 13-14=-2083/1069, 6-14=-902/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-9-4, Interior(1) 2-9-4 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0,'Exterior(2E) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=395,13=840,9=370. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. {IIIII11114 N0 PQU I N VFW 'S ...G ENS 00 ft No. 60182 '• S OF .` 41J • <(/'a Joaquin Velez PE No.68182 MlTeki)SA; Inc.,FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date:. April 16,2021 ® WARNING - Vedfy 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11515 WATERSTONE 2743003 B01 COMMON TRUSS 2 1 T23588850 Job Reference b tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:07 2021 Pace 1 1-4 0 6-8-4 Hum^ . UvnuitAl/arryH4Ayvv4ott-MHZs_vbOgiGU5xZ_g_PCoNPflbn4i3TUUA31_guzQXBE 12-10-0 18-11-12 1 -6- 1 25-4-0 1-4-0 6-8-4 6-1-.12 6-1-12 0-6-1 5-9-5 5x6 3x4 = 4x6 = / 4x4 = ST1.5x8 STP = 3x4 = 3x4 = 12 Scale = 1:47.3 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.52 Vert(LL) 0.15 7-12 >452 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.97 , WB 0.42 Vert(CT) Horz(CT) -0.49 7-9 >475 180 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 117lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-7 REACTIONS. (size) 6=0-4-0, 2=0-8-0, 7=0-8-0 Max Horz 2=279(LC 9) Max Uplift 6=-219(LC 10), 2=-448(LC 10), 7=546(LC 10) Max Grav 6=178(LC 20), 2=927(LC 15), 7=1159(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/826, 3-4=-1067/739, 4-5=-156/543, 5-6=-115/263 BOT CHORD 2-9=-629/1299, 7-9=-227/603 WEBS 3-9=-456/444, 4-9=241/860, 4-7=-930/113, 5-7=-454/569 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.Opsf; 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 8-10-0, Exterior(2R) 8-10-0 to 16-10-0, Interior(1) 16-10-0 to 21-4-0, Exterior(2E) 21-4-0 to 25-4-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=219, 2=448, 7=546. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Duality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 %%'PpUIN NO 6$182 S C Joaquin Velez PE N0.68182 MiTek USA; Inc. FL Cer[ 663'4 .6964:Parke East Blvd. Tampa FL 33610 Date: April 16,2021 MiTek' 6904 Parke East Blvd. Tampa, FL. 36610 Job Truss Truss Type City Ply T23588851 2743003 B02 GABLE 1 1 �10T`115/5WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:09 2021 Page 1 ID:g65k6Z?uVl iuQXUS7?YA4XyW46R-IgZlwH2wEpkpBt825gFGTgkdYalHXEsmdN W51mzQX8C 1-4-0 6-0-0 8-8-13 12-10-0 16-11-3 19-B-0 21-0-5 25-8-0 27-0-0 1-4-0 6-0-0 2-8-13 4-1 3 4-1-3 2-8-13 1-4-5 4-7-11 1-4-0 Scale = 1:52.4 4x6 1 2x4 11 9 2x4 11 8 10 6.00 12 2x4 I 2x4 11 7 11 3x4 i 3x4 2x4 11 6 12 2x4 11 35 13 4x12 11 1 34 14ST1.5x8 STP = I 04 I 152x 33 411�'2 3x II 3 62 16 x17JIT 27 26 25 46 24 23 47 22 21 20 19 18 4x8 = 2x4 11 2x4 11 3x6 11 2x4 11 4x4 = 2x4 11 ST1.5x8 STP = 2x4 11 4x8 = 2x4 11 3x10 = 3x6 11 2x4 II 2x4 11 5-3-14 -0- 10-1-4 12-10-0 14-10-10 19-11-0 22-4-12 25-4-0 2 - -0 5-3-14 -8- 4-1-4 2-8-12 2-0-10 4-9-6 2-8-12 2-111 0-4-0 Plate Offsets (X,Y)--[2:0-4-0,0-2-11,[9:0-3-2,0-2-01,[16:0-4-0,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.21 25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.20 23-25 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.03 20 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 30, 31, 33, 34 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-4-0, 20=0-8-0 Max Harz 2-277(1_C 6) Max Uplift 2=-981(LC 8), 16=-330(LC 8), 20=1472(1_C 8) Max Grav 2=1258(LC 1), 16=264(LC 18). 20=1785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/1546, 3-5=-2019/1554, 5-6=-2020/1601, 6-7=-1062/832, 7-8=-994/864, 8-9=-949/871,9-10=-939/865,10-11=-1009/876,11-12=-1058/831,12-13=-139/300, 13-15=-174/317, 15-16=-150/254 BOT CHORD 2-29=1289/1846, 28-29=-1289/1846, 27-28=-1289/1846, 26-27=-1289/1846, 25-26=-1289/1846,23-25=-1289/1846,22-23=-234/254,21-22=-234/254,20-21=-234/254, 19-20=-234/254, 18-19=-234/254, 16-18=-234/254 WEBS 12-20=-1235/927,9-23=-434/445,23-33=-771/1170,33-34=-770/1162,34-35=-802/1200, 12-35=-754/1155, 6-27=-410/538, 6-32=-1079/890, 31-32=-1039/859, 30-31=-1071/887, 23-30=-1090/901 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=981, 16=330, 20=1472. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 89 lb up at 2-10-12, 40 lb down and 89 lb up at 4-9-4, and 33 lb down and 87 lb up at 20-9-4, and 72 lb down and 186 lb up at 22-9-4 on top chord, and 28 lb up at 2-10-0, 5 lb down and 9 lb up at 4-94, 39 lb down and 81 lb up at 6-9-4, 39 lb down and 81 lb up at 8-9-4, 39 lb down and 81 lb up at 10-9-4, 39 lb down and 81 lb up at 12-9-4, 39 lb down and 81 lb up at 14-9-4, 39 lb down and 81 Ib up at 16-9-4, 39 lb down and 81 lb up at 18-9-4, and 13 lb up at 20-9-4, and 6 lb down and 32 lb up at 22-9-4 on bottom chord. The CordWad/t9wledttBt2pf such connection device(s) is the responsibility of others tEN No 68182 ST. OF :144 , s O .1 G� R �% `'�i�s�0NAIi % Joaquln Velez PE Nd.68182 MITek USA, Inc. FL Ceft 6634 6904:Parke East.Blvd. Tampa FL 33610 Dafe: April 16,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall AiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the °` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply LOT 115/5 B02 IGA13LE II I , I T23588851 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:09 2021 Page 2 NOTES - ID: g65k6Z?uVliuQXUS7?YA4XyW46R-IgZlwH2wEpkpBt825gFGTgkdYaIHXE8mdN W51mzQX8C 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-9=-74(F=20), 9-42=-74(F=-20), 17-42=-54, 36-41=-40(F=-20) Concentrated Loads (lb) Vert: 23=39(B) 25=-39(B) 26=-39(B) 28=-5(B) 5=0(B) 29=3(B) 3=0(8) 22=-39(B) 21=-39(B) 19=6(B) 13=7(B) 18=23(B) 15=24(B) 46=-39(B) 47=-39(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke East Job Truss Truss Type Qty Ply T23588852 2743003 CA JACK -OPEN TRUSS 4 1 �LOT11515WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:10 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ms777c2Y?7sgoOiFfYmV?2Htl_KuGwjwsl GfHCzQX8B -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 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) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1). 2=-195(LC 10). 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 for truss to truss connections. 1 11111' girder(s) 0*4N �%,,1I�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=lb) `�• OP.Q 2=195.GE,NS No 68182 � r 'ST OF ill: 0 P,_ •.=4 Joaquin Velez PE Nd.68182 M rek USA; Inc. FL Cert 6634 6964Pafke East Blvd. Tampa FL 33610 Dale; April 16,2021 ®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. Bradng 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 doo Truss 2743003 CAA Builders FirstSource (Plant City, FL), Truss Type JACK -OPEN TRUSS Ply I LOT 115/5 1 T23588853 FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:10 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ms777c2Y?7sgoOiFfYmV?2Htl_HyGwjwsl GfHCzQX8B -1-4-0 0-11-4 1-4-0 0-114 3x4 = Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 5 >999 PLATES GRIP -0.00 240 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (ib) -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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 of20.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 arty other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except @=1b) N 2=305. ��`u , .• G ENS ��`' No ,681',82 'S T OF O' ', ,� • .6. Joaqulfi Velez PE Nd.68182 Welk USA; Inc..FL 6lit 6634 6904 Parke East -Blvd. Tampa FL 33610 hate: April 16,2021 ® 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 is always required for stability and to MiTek 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 Crfterla, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East East Blvd. Tampa, Job Truss Truss Type City Ply LOT 11515 WATERSTONE T23588854 2743003 CAB JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:11 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-E3hVKy3Am Q_XQAIRDFHkYFg310fm?Mz35h?CgfzQX8A -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:10.2 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 0.18 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.01 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/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb. uplift at joint(s) 3, 4 except (jt=lb) 1=109. IN ♦- Q •. ♦. G ENS, No Q0182 ' ST. OF �. Joaquin Velez K N6.68182 MiTek qSA, Inc: FLlbeft 6634 6964:Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chordmembers only. Additional temporary and permanent bracing IYIiTek• 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 truss Truss Type Qty Ply LOT 115/5 WATERSTONE 2743003 C.J1V Jack -Open Truss 2 1 T23588855 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:11 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-E3hVKy3Am Q_XQAIRDFHkYFg22Og9?Mz35h?CgfzQX8A .14-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0 m 0 1 n >oI9 as vnaow A, r - G:U-U- 1'n e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 PLATES GRIP 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 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 0-11-4 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 Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 1' f I ��� IIt, 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify ��� U I N % E( capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstandin 100 lb uplift at'oint s 3, 4 exce t t—Ib 9 P 1 O P G— ) OPQ �, ` •� C' E ry �. F 2=181. �� i� No 6.8182 'ST' OF 1U Q, N Joaquin Velez PE N6.68182 MITek USA, Inc. FL Cert 6634 6904+rke WON, Tampa FL N10 Date:. April 16,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall u 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 collapse MiTek prevent with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPi1 Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke 6904 Parke East Blvd. East Tampa, Job Truss Truss Type Qty Ply T23586856 2743003 CJ3 JACK -OPEN TRUSS 2 �LOT115/5WATERSTONE 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1), 4=49(LC 3) 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:12 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-iFFtYl4oXk602Ktdmzoz4TM Doo_OkpC DJLIIM5zQX89 Scale = 1:12.7 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 BC 0.19 Vert(CT) -0.01 4-7 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 100 lb uplift at joint(s) 3, 4 except 0=1b) 2=212. ��r�urrrr�� �GENS .� N9 60182 r � S. OF 44 ,� Joaquln.Velez PE Ne.68182 MITek USA', Inc:. FL Celt 66A 6904:Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and 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 2743003 Truss I Truss Type CJ3V Jack -Open Truss Ply I LOT 115/5 WA T23588857 Builders (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:12 2021 Page 1 ID: g65k6Z?uVliuQXUS7?YA4XyW46R-iFFtYl4oXk602Ktdmzoz4TMDoo?CkpCDJ LIIM5zQX89 -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.23 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.12 WB 0.00 Vert(CT) Horz(CT) -0.01 0.00 4-7 3 >999 180 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP file n/a Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grant 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-11-4 oc purlins. 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=149. "o, PQU I N ►V�014 �Ifef E N SF �ii No 6.81.82 9 40 Joaquin Velez PE Nd.68182 Welk USA, Inc: FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Dots. April 16,2021 ® WARNING - Vedfy 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 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 ANSI/TPN quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 115/5 WATERSTONE T23588858 2743003 CJ5 JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:13 2021 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW46R-ARpFle5Ql2EFfUSgKgJCdgvH EBCLTGSMY?UJuXZQX88 1 4-0 4-11-4 1-4-0 4-11-4 V m N 4X4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 4-7 >380 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >419 180 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 -AS Weight: 18lb FT=20% 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=-124(LC 10). 2=-261(LC 10), 4=73(1_C 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural,wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 100 lb uplift at joint(s) 4 except Gt=lb) 3=124,2=261. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,/IIIII111/��� i OPpJI N Nq. 68182` 9: S OF •�. i Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634. 6904 Parke East.Bivd. Tampa FL 33610 Uatei April 16,2021 . ; - ® 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, piTek• 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 ANS//rPlt 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 PlyTJbTReference 5/5 WATERSTONE 2743003 CJ5V Jack -Open Truss 2 T23588859 (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:14 2021 Pane 1 lu:go0KocruVIIUVXU5(?YA4XyW46R-feNez 633LM6He00uNgRAuSUtbc6BjiWnfEsQ_zQX87 1 4 0 4-114 1-4-0 4-11-4 Scale = 1:17.6 3x4 o vuxwtn,r1-- IL:u-u- Iotagei LOADING (pso SPACING- 2-0-0 in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 0.51 PLATES GRIP 7DEFL. Vert(LL) 0.06 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 0.41 Vert(CT) -0.06 4-7 >937 180 :T: MT20 244/190 BCLL 0.0 Rep Stress Incr YES 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) Max Grav 3=138(LC 15), 2=265(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. f / 'r I I I I f, #'r, . 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,`�e�- V�L �o, capacity of bearing surface. 7) Provide mechanical connection b others of truss to bearinglate capable ofwithstanding 100 lb uplift at joints except t-Ib ��,,OPav�N +� • • G E N �' �i 3=113, 2=161. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum • N Q 68182 a sheetrock be applied directly to the bottom chord. * ;F .0 S OF O' ��s • p R Joaquin Velez PE No.68182 MiTek USA; Inc. FL Cert 6634 6904:P6rke East Blvd. Tampa FL 33610 bath: April 16,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCS/ Building Component MiTek' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke 6904 Parke East Blvd. East Tampa, Job Truss Truss Type Qty Ply T23588860 2743003 EJ7 JACK -OPEN TRUSS 7 1 �LOT11515WATEIRSTONE Jab Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:17 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-3C2mbOBxMGkh85lbZW08nW4zvpUsOOMyTcSW1 JzQX84 -1-4-0 3-7-13 7-0-0 1-4-0 3-7-13 3-4-3 Scale = 1:22.6 3x8 i 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.30 6-9 >272 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.27 6-9 >303 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 311b 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. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-72(LC 10), 2=-316(LC 10), 6=-218(LC 10) Max Grav 4=94(LC 15), 2=334(LC 1), 6=185(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/439 BOT CHORD 2-6=-781/256 WEBS 3-6=-290/882 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) na 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 2=316, 6=218. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 60 N V4- 4 v\ i No 00182 ST­ OF �•.� �C/ , .5 � O R,QP,,•\_,�� Joaquin VeleYPE No.68182 MiTek USA, Inc:. FL Cent 6634, ,6900arke East Blvd. Tampa FL 3361.0 Date: April 16,2021 ® WARNING - Vedfy 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSI/TPI1 Quality Criteria, DSB-89 and 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 TEJ7A ss Truss Type City Ply LOT 115/5 WATERSTONE 2743003 JACK -OPEN TRUSS 1 T23588861 (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:18 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-XPc8oM9Z6asYm FKn7DvNKkcE6C2L7Va5iGC4ZIzQX83 1'4_0 7 0 0 1-4 0 7-0-0 2x4 = 2x4 11 2x4 1 I - 2x4 [I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 180 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (lb) - Max Horz 2=237(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 2 except 7=-105(LC 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/160 WEBS 4-7=-127/380, 3-8=233/459 Scale = 1:22.8 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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/fPI 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf 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. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except (jt=lb) 7=105, 8=100. %%` P610I N I , VF�. No ,6,8182 S OF o; �[UZ Joaqulo.Velez PE No.68182 Mffek USkIhc. FL Gert 6634 .6904 Parke EastBivd. Tampa FL 33610 Date: ADM 16.2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 115/5 WATERSTONE T23588862 2743003 EJ7V Jack -Open Truss 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 4x4 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:19 2021 Page 1 I D: g65k6Z? uV I iuQXU S 7?YA4Xy W46R-?bAXOh9 Btu? P O PvzhxQctx9G RcO Vs_xFwwxd6BzQX82 7-0-0 m M N Scale = 1:22.6 Plate Offsets (X,Y)-- [2:0-1-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 4-7 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.21 4-7 >398 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 file n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-169(LC 10), 2=-179(LC 10) Max Grav 3=206(LC 15). 2=341(LC 15), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1111 5) Refer to girder(s) for truss to truss connections. ,,��� ,�� v N V III 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 truss to bearing 100 lb E r� V� connection (by others) of plate capable of withstanding uplift at joint(s) except (jt=lb) �� 3=169, 2=179. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum i No 68182 sheetrock be applied directly to the bottom chord. *',• ;:* r 1 �: S TA. O F .' 4U �• �III�S�01ie N A� �?G Joaquin Velez PE Nd.68182 MiTek USA; f oc: FL Cert 6634 ;6964 Parke East.Blvd. Tampa FL 33610 Dace: April 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19Q020 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 PlyTLO5l5 WATERSTONE2743003 EJ210 Jack -Open Truss - 13 T23588663 erence o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:14 2021 Page 1 .•„.����r.l., ^Yvv4uM-ienzeooaLnlotteUUUNgKAUSUHbfbB]iWnfESQ_zQX87 1-4-0 2-10-0 1-4-0 2-10-0 Scale = 1:12.4 Plate Offsets (X Y)-- [2:0-1-0 Edge] 2-10-0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.93 BC 0.25 Vert(LL) -0.02 Vert(CT) -0.02 4-7 >999 240 4-7 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. 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=129(LC 10) Max Uplift 3=29(1_C 9), 2=-298(LC 10), 4=-25(LC 15) Max Grav 3=20(LC 15), 2=517(LC 15), 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; end left vertical and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (Jt=1b) 2=298. ,,`',t ,.%%** QU 1 N �F� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 285 lb up at ♦♦♦, , *� C' E N SF -1-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. % 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). No 68182 LOAD CASE(S) Standard .. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) = :9 Vert: 1-3=-54, 4-5=20 Concentrated Loads 10 ST OF �L7 (lb) Vert: 1=-200(F) �,% Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cart 6634 6904 Parke East,Blvd. Tampa FL 33610 Date: ADril 16.2021 ® 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, note a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply LOT 115/5 WATERSTONET23568864 T 2743003 A JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 0-4-0 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:15 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-7gxOAK6hgfUzvobCS5Mgi5_k2??BwAyfOJzQzQzQX86 2-10-0 2-10-0 Scale = 1:12.4 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 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >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: 11lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 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=129(LC 10) Max Uplift 3=39(LC 10), 2=-257(LC 10), 4=-26(LC 7) Max Grav 3=49(LC 15), 2=234(LC 1), 4=36(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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. �1 U V �1 F� �j 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 0=1b) Q.Q No .68182 t. ST OF t 411 % , •��i�s�0 N A' E����• Joaquin Velez PE Nd.68182 Welk USA Inc. FL Cert 6634 6964 Parke, East Blvd. Tampa FL 3NI10 We: April 16,2021 ® 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 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 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 115/=Sn� 2743003 EJ210B JACK -OPEN TRUSS 1 1 T23588865 Job Refer Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:15 2021 Pace 1 iu: goaKoc ruv IIUUXUS/YYA4XyW46R-7gxOAK6hgfUzvobCS5Mgi5—da?xRwAyfOJzQzQzQX86 -1-4-0 2-10-0 1-4-0 2-10-0 Scale = 1:15.0 rc vuxu to rl-- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 It:u-,e-IUU-l-01 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.64 BC 0.47 WB 0.00 Matrix -MP DEFL. in (loc) I/dell L/d Vert(LL) 0.08 4-7 >610 240 Vert(CT) 0.07 4-7 >688 180 Horz(CT) -0.04 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 3=143(LC 10) Max Uplift 1=-198(LC 10), 3=-30(LC 10), 4=-83(LC 10) Max Grav 1=160(LC 1), 3=89(LC 1), 4=68(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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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. Refer to girder(s) for truss to truss Iof 6) Provide mechanical connection (by others) truss to bearing plate capable of withstanding100 lb uplift at'oint s 3, 4 except t—Ib P 1 O P G —) ��OP.Qv N Vi�'��Iy, 1=198. E N S4S' No 68182 ST OF % V, Joaquin Velez PE No.68182 Walk USA-, Inc: FL Cert 66A 6904 Parke East•Blvd. Tampa FL 33610 Date:. April 16,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 is always required for stability and to collapse MiTek prevent with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type LOT 115/5 WATERSTONE F111yPly T23588866 2743003 EJ210C Jack -Open Truss 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 06:26:16 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-b0U OOg7JbzcgWxAO?otvFJXmTP9?fYPoEyjzVszQXB5 -1-4-0 2-0-7 2-10-0 1-4-0 2-0-7 0-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.00 5-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-11-5 Max Harz 6=129(LC 10) , Max Uplift 4=-388(LC 1), 5=-467(LC 1), 6=1015(LC 10) Max Grav 4=310(LC 10), 5=388(LC 10), 6=1223(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-192/348 BOT CHORD 2-6=-43/266 WEBS 3-6=-580/1249 Scale = 1:12.4 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) except (jt=lb) 4=388, 5=467, 6=1015. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 128 lb up at -1-4-0 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) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1=-90(F) 1 �0%�, IN Vj,'. . Nq 68182 fl i 9 :• 'ST Of jCt 1_III,II�� Joaquln Velez PE Nd.68182 MiTek USA, Inc: FLCeft 6634. .6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® WARNING Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 r� l� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additional temporary and permanent bracing 'y'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/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss 2743003 EJ210D Builders FirstSource (Plant City, FL), Type JACK -OPEN TRUSS Ply T23588867 FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:17 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-3C2mbOBxMGkhB5lbZWOBnW45rphDO3MyTcSW1 JzQX84 -1-4-0 1-10-15 2-10-0 1-4-0 1-10-15 0-11-1 Scale = 1:15.0 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 0.15 Vert(LL) 0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 2 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-11-5 except (j =length) 1=0-1-8, 4=Mechanical. (lb) - Max Horz 7=146(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 4 except 1=-385(LC 10), 7=350(LC 10), 6=-158(LC 1), 6=-158(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 6, 4 except 1=412(LC 15), 7=404(LC 1) 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIrrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss use of component. 4) Gable studs spaced at 2-0-0 oc. ���� QV I N 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . �OP , E N 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 ��� �;� S'� �i will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. No 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. .68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 1=385, 7=350, 6=158. = 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. Yrul %• 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. i� ' S F •' �1� 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 1002 Ib up at i�0XN -1-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.,6 82 Uniform Loads (plf) Vert: 1-8=-76, a-s=-Sa, 2-5=-20 Well; USA, Inc.* FL Ceit 6ti34 .6904:Parke Ead,Blvd. Tampa EL 33610 Date:. :ontinued on oaae 2 April 16,2021 ® 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 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 M! MiTek` 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, OSB-89 a and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 115/5 WATERSTONE T23588867 2743003 EJ210D JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:17 2021 Page 2 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-3C2mbOBxMGkh85lbZW08nW45rphDO3MyTcSW1 JzQX84 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-300(F) OF ® 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 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/rFl1 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 Type 2743003 I HJ7 . I DIAGONAL HIP GIRDER Ply T23588868 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:21 2021 Page 1 4-2-0 ID:g65k6Z?uV IiUQXUS7?YA4XyW46R-x_IH RNB S PVF6dj3MoLS4yM EfxQtWKpCYOEQkA4zQX80 -1-10-10 1-10-10 9-10-13 4-2-0 5-8-13 oxo 3x6 = 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.47 6-9 >251 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.45 6-9 >259 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-157(LC 8), 2=-335(LC 8), 6=-287(LC 5) Max Grav 4=146(LC 1), 2=298(LC 1), 6=247(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/638 BOT CHORD 2-6=-631/492 WEBS 3-6=-510/653 Scale = 1:22.1 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) na 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 4, 335 lb uplift at joint 2 and 287 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 Ib down and 75 lb up at 1-4-15, 60 lb down and 75 lb up at 1-4-15, 3 lb down and 100 lb up at 4-2-15, 3 lb down and 100 lb up at 4-2-15, and 24 lb down and 149 Ib up at 7-0-14, and 24 lb down and 149 lb up at 7-0-14 on top chord, and 41 lb down and 48 lb up at 1-4-15, 41 lb down and 48 lb up at 1-4-15, 5 lb down and 13 lb up at 4-2-15, 5 lb down and 13 lb up at 4-2-15, and 17lb down and 33 lb up at 7-0-14, and 17 lb down and 33 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3) 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, 5-7=-20 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IN fi6. ����� i Nq ,6,$1'82 p ST OF :4U p RO �\ Joa4uln.yelez PE No.68182 MiTek USA, Inc: FL Cert 6634 6904:Parke East Blvd. Tampa FL 336,10 Date: April 16,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 11515 WATERSTONE T23586868 2743003 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference o tional tsullaers rlrst5ource (Plant clty, FL), Plant Glty, FL - 3358/, 8.430 s Mar 22 2021 MITek Industries, Inc. Thu Apr 15 08:26:21 2021 Page 2 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-x_IHRNBS PVF6dj3MoLS4yMEfxQtWKpCYOEQkA4zQX80 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=41(F=20, B=20) 10=150(F=75, B=75) 11=-47(1`=24, B=-24) 12=51(F=26, B=26) 13=4(F=2, B=2) 14=30(F=-15, B=15) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFII 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 I russ Truss Type Qty Ply LOT 115/5 WATERSTONE 2743003 HJ7V DIAGONAL HIP GIRDER 1 1 T23588869 Job Reference o Bona" Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:22 2021 Page 1 1-10 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-QAsfejC4ApNzFseYM3 JUanuUgHD3HshduAHiWZQX8? 1--10 10-10 5-11-11 3-11- 3 5-11-11 3-11-2 3x4 = 5-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 6.58 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5=Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-201(LC 8), 2=-229(LC 8). 5=-153(LC 8) Max Grav 4=245(LC 13), 2=412(LC 1), 5=426(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/390 BOT CHORD 2-7=-578/1122, 6-7=-584/1116 WEBS 3-7=0/270, 3-6=-1113/578 Scale = 1:22.3 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom 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 201 lb uplift at joint 4, 229 lb uplift at joint 2 and 153 Ito uplift at joint 5. 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 (pin Vert: 1-2=-54 Trapezoidal Loads (pin Vert: 2=0(F=27, B=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) ® 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 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/TPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ����` POU IN Vo F�����. No 68182 '.� �. ST OF � �4 T � o. N S• Joaquin Velez PE No.68182 MITek11SA; Inc: FL 6ft 6634 .6904:Par ke, East,Blvd. Tampa FL 33610 Date - April 16,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty. Ply LOT 11515 WATERSTONE T23568870 2743003 HJ210 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22.2021 MiTek Industries, Inc. Thu Apr 15 08:26:19 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-?bAXOh9Btu?PO PvzhxQctx9P KcOys_xFwwxd6BzQX82 -1-10-10 3-115 1-10-10 3-115 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=129(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=60(LC 13), 2=162(LC 13), 4=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.1 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural,wood sheathing directly applied or 3-11-5 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 Ibuplift at joint(s) 3 except (jt=lb) 2=172. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-4-15, and 60 lb down and 75 lb up at 1-4-15 on top chord, and 48 lb up at 1-4-15, and 48 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) Ifit#. MIN VFW ENSFF����. i NO 68182. � r •S 'OF 4U % Joaquin Velez PE Ng.68182 Mffek USA; Inc. FL Cent 6634 6904 Parke, East•Blvd: Tampa FL 33610 Date:, April 16,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020BEFORE 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 TLOT 115/5 2743003 HJ210A DIAGONAL HIP GIRDER 1 � T23588871 (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 15 08:26:20 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-TnkvDlAgeB7F?ZUAEexrP9ia4Oi_bRB09ahBedzQXB1 -1-10-10 3-115 1-10-10 3-115 Scale = 1:12.1 2x4 = 0-4-14 3-115 0-4-14' 3-6-7 Plate Offsets (X,Y)-- j2:0-2-5 0-0-Sj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 180 BCLL • 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 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=0-6-1, 4=Mechanical Max Horz 2=128(LC 8) Max Uplift 3=-32(LC 5), 2=-250(LC 8), 4=-48(LC 13) Max Grav 3=42(LC 1), 2=229(LC 1), 4=36(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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 1l 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2-250. �.` J� �•�G ENS 7 Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 Ib down and 98 lb up at �, . �C`••,, 1-4-15, and 54 lb down and 98 lb up at 1-4-15 on top chord, and 24 lb down and 36 lb up at 1-4-15, and 24 lb down and 36 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. NO 6 $1"82 �,• 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 •� S F Uniform Loads (plf) = O Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) R, N Vert: 9=53(F=27, B=27) 10=72(F=36, B=36) ��j StS� ! • •: • • • •`\ G>•% Joaquin Velez PE Nd.68182 Mgek )SN, Inc. FL Cart 6634 6904rParke East Bivd.Tampa FL =10 Date:. April 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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 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 ANSVTPII quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke East Job Truss Truss Type Qty Ply LOT 115/5 WATERSTONE T23588872 2743003 HJ210B DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Mar 22 2U21 MiTeK Industries, Inc. I hu Apr 1b Ud:26:21 ZU21 Page 1 I D:g65k6Z?uVIiuQXUS7?YA4XyW46R-x_IHRN BS PVF6dj3MoLS4yMEkfQ2AKtQYOEQkA4zQX80 -1-10-10 3-115 1-10-10 3-115 2x4 II Scale = 1:14.7 3 11-5 0-3-5-5 Plate Offsets (X,Y)-- [2:0-2-5,13-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.05 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 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. All bearings Mechanical except at=length) 4=Mechanical, 6=0-8-0. (lb) - Max Horz 6=143(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) except 1=137(LC 8), 4=113(LC 1), 5=149(LC 1), 6=456(LC 8) Max Grav All reactions 250 lb or Jess at joint(s) 1, 4, 5 except 6=553(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-276/219 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 137 lb uplift at joint 1, 113 lb uplift at joint 4, 149 lb uplift at joint 5 and 456 lb uplift atjoint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 54 lb up at 1-4-15, and 50 lb down and 54 lb up at 1-4-15 on top chord, and 28 lb dawn and 44 lb up at 1-4-15, and 28 lb down and 44 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. B) 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: 1-8=-75, 4-8=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=56(F=28, B=28) 11=-56(F=28, 8=28) �,,,,��IIIIIIIfy11I PQV I N V , Nq..68182 S- OF •� Joaquin Velez PE Ng68182 MITek USA; lnc: FL Cert 6634 .6904;Parke East Blvd. Tampa FL 33610 Date: April 16,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 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 ANSI/TFIl Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Inthmnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION. 13 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-y1s' - -1- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.