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HomeMy WebLinkAboutTrussDP:li258 Southhall Lane, Suite 200 Maitland, Florida 32751 S.—site: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com www.fdseng.com ENGINEERING ASSOCIATES February 17, 2021 Building Department Ref: Adams Homes Lot: Lot 24 Blk. 5 Subdivision: Fort Pierce - Waterstone Address: 5364 Vespera St. Model: 1635 B RHG KA # 21-1859 Truss Company: Builders First Source Date of drawings: 2/12/21 Job No.: 2644831 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is_onl-onlygeneral 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. alit Ie1,�` Note: Truss ID's may vary. ®4��\�Q G • • S F•:Qcc"�p�`�� 64 •••'• k If you have any questions, please do not hesitate to call. �;° 140 r m <• * wwSincerely, OF : [.Q m-0 � TATE 2/17/2021 ®���� • °'i2�2`iC''•��,,ro' eSlQtil���o�s� Carl A. Brown, P.E. Luis Pablo Toil§°'. FL. # 56126 FL. # 8786 FDS Engineering Associates, A TSG Company "Your Building Code Experts" -00 108 -, 0 W Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve 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 / F'DS ENGINEERING ASSOCIATES Date: 02/1712021 By. BH Submittal No.: Project No.: 21-1859 Project Eng.: Luis Project Name: Adnrn Homes - Fort Pierce - Waterston Lot 24 Blk. 5 Jis VERIFY ALLOIMENSIONS AND CEILING CONDITO- PRIOR TO APPROVAL SOME CEIUHG FRAMING REQUIRED IN FIELD BY BUILDER MAIN WIND FORCE RESISTING SYST MCC HYBR D WINO ASCE7-10 IMPORTA ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY E This Drawing Must Be pproved And 0 LOAD 150 MPH WIND IMPORTANCE FACTOR 1.00 Retumed Before Fa rication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD ME LOAD Begin. For Your Prote ion Check All NONCONOURRENT WITH ART OTHER UVE LOADS Dimensions And Cond lions Prior To Approval Of Ian. SIGNATURE BELOW 1 ICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-Bl SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: 1635 B ADDRESS: 6364 VESPERA ST LOT / BLOCK: 24/6 SUBDIVISION: WATERSTONE ITY: FT PIERCE DRAWN BY: KSANCHEZ JOB # : I 2644831 DATE: 1 02111/2027 1 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33583 Ph. (813) 305-1300 Fax (813) 306-1301 S RE: 2644831 MiTek USA, Inc. LOT 24/5 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2644831 Lot/Block: 24/5 Model: 1635 B Address: 5364 VESPERA ST, . Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 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 T22819026 A01 2/12/2021 21 T22819046 C5V 2/12/2021 2 T22819027 A02 2/12/2021 22 T22819047 D01 S 2/12/2021 3 T22819028 A03 2/12/2021 23 T22819048 D02 2/12/2021 4 T22819029 A04 2/12/2021 24 T22819049 E3 2/12/2021 5 T22819030 A05 2/12/2021 25 T22819050 E5 2/12/2021 6 T22819031 A06 2/12/2021 26 T22819051 E7 2/12/2021 7 T22819032 A07 2/12/2021 27 T22819052 E7V 2/12/2021 8 T22819033 A08 2/12/2021 28 T22819053 F01 2/12/2021 9 T22819034 A09 2/12/2021 29 T22819054 H3 2/12/2021 10 T22819035 A10 2/12/2021 30 T22819055 H5 2/12/2021 11 T22819036 B01 2/12/2021 31 T22819056 H7 2/12/2021 12 T22819037 B01S 2/12/2021 32 T22819057 1-17V 2/12/2021 13 T22819038 B02 2/12/2021 14 T22819039 B03 2/12/2021 15 T22819040 C1 2/12/2021 16 T22819041 C1 C 2/12/2021 17 T22819042 C1 V 2/12/2021 18 T22819043 C3 2/12/2021 19 T22819044 C3V 2/12/2021 20 T22819045 C5 2/12/2021 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 12, 2021 2644831 A01 Type Special Qty I Ply I LOT T22819026 (Nlant City, FL), Plant City, FL - 33567, 8.430 s Novi30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:29 2021 Page 1 ID:cmKy7cFMkLnvNbg7gOmOVozmCW V-4W VyD6ZN03wNfWDAwSbNpL7EbyD2NB3PB6Cvyyzm8ja 1 4- 6-2-0 7-8-0 13-9-15 18-9-15 1 -8 0 26 8-0 32-9-11 39 4-0 0-8- 4-0 6-2-0 7-6-0 6-1-15 5-0-0 0-10-1 7-0-0 6-1-11 6-6-5 -4-0 6.00 12 2x4 II 5 5x6 11 3x6 = 2x4 II 4x6 = 412 = 3x6 II 2x4 II 5x6 = 3x6 = 2x4 11 Scale=1:80.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.80 BC 0.89 WB 0.83 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.42 13-14 >999 240 -0.73 13-14 >650 180 0.23 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 245 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 7-12: 2x4 SP No.3 Rigid ceiling directly applied. WEBS WEBS 2x4 SP N0.3 *Except* 1 Row at midpt 5-17, 6-13 11-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1793(LC 15), 9=1797(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3168/1567, 3-4=-2490/1402, 4-5=-2515/1438, 5-6=-2432/1460, 6-7=-3869/2139, 7-8=-3756/1913, 8-9=-3169/1559 BOT CHORD 2-20=-119313081, 18-20=-1191/3090, 14-15=-677/2263, 13-14=-677/2263, 7-13=-380/405, 9-11=-1182/2758 WEBS 4-18=-352/180, 15-17=0/453, 6-15=-443/1287, 6-13=-1005/2064, 14-16=-281/0, 15-18=-91612524, 3-18=-816/396, 3-20=0/302, 8-11=-852/510, 11-13=-1208/2937, 8-13=-176/763 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.0psf; h=1511; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Extedor(2R) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=791, 9=791. 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 ,t sheetrock be applied directly to the bottom chord. February 12,2021 ® WARNING - Verify 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 andlor 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 ANSIMPI1 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 2644831 Truss SPECIAL Ply I I LOT 24/5 T22819027 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.4J m Reverence o uo30 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:30 2021 Page 1 4-0 1ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-Yi3KRSaO9N2EHgnMTA6cLZgNLMWy6fMYQmxSVPzm8jZ 6 4-11 2-19-M 1 -8 0 26-6-3 33-1-0 11.4-0 6-4-11 67-111-13 6-0-3 0-8- 6-10-0 6-6-13 Scale = 1:75.0 5x6 i 3x6 = 2x4 II 4x6 = 3x4 II 4x12 = 6-4-11 12-10-2 1Q-n-n 3.00 L12 5x8 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 0.86 BC 0.97 WB 0.83 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defi L/d 0.54 10-11 >871 240 -0.88 10-11 >538 180 0.39 8 ' n/a n/a PLATES MT20 MT20HS Weight: 225 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structurai.weod sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 14-18,8-10: 2x4 SP No.1 WEBS 2x4 SP ND.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-787(LC 10), 8=-787(LC 10) Max Grav 2=1536(LC 1), 8=1535(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/1581, 3-4=-2298/1414, 4-5=-2234/1428, 5-6=-2491/1552, 6-7=-4590/2490, 7-8=-4882/2657 BOT CHORD 2-17=-1222/2621, 15-17=-1223/2617, 11-12=-664/1844, 10-11=-1337/2870, 8-10=-2231/4407 WEBS 3-17=0/264, 3-15=-626/364, 4-15=-290/210, 12-15=-943/2106, 4-12=-224/253, 6-10=-789/1755, 7-10=-317/325, 5-11=-502/1027, 6-11=-1101/746, 5-12=-413/844 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Exterior(21R) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive 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 jive loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .. capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=787, 8=787. 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. February 12,2021 ® WARNING -Verity 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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I VI OW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSHi1711 Quality Criteria, DSB-89 and BCSI Building Component Safelyln/ormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job A03 Qty . T22819028 Builders FirstSource (Plant City, FL), Plant City, FL- 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:31 2021 Page 1 1-4-0 6-3-0 ID:gTgg7TJESUW_xC9MbPEGISz5aQ1-OvdjenbewhA5vgMZltdrumCY_mtMr4OifQh?lrzm8jY 12-9-13 19-8-0 26.6-3 33-1-0 39�1-0 1 4-0 6-3-0 6-6-13 6-10 3 6-10-0 6-6-13 6-3-0 14-0 Scale=1:70.6 5x6 a 5x8 :::; 3.00 12 5x8 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 0.87 BC 0.96 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.67 10-12 >708 240 -1.20 10-12 >394 180 0.61 8 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 194 lb FT = 20 LUMBER- TOP CHORD 2x4 SP No.2 `Except' BRACING - 1-3,7-9: 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP M 31, 10-11: 2x4 SP No.2 WEBS 1 Row at midpt 6-12, 4-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-429(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4856/2668, 34=4565/2501, 4-5=-2178/1377, 5-6=-2177/1377, 6-7=-4572/2503, 7-8=-4863/2670 BOT CHORD 2-13=-2241/4677, 12-13=-1351/2949, 10-12=-1351/2837, 8-10=-2243/4394 WEBS 6-12=-1227/822, 6-10=-784/1779, 7-10=-315/326, 5-12=-786/1529, 4-12=-1305/822, 4-13=-782/1921, 3-13=-303/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-8-13, Extedor(2R) 15-8-13 to 23-7-3, Interior(1) 23-7-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSUTPI 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 Gt=1b) 2=791, 8=791. 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. Coh., 4 n nnnn ® 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 MTekral 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 Welk` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 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 Ply I LOT 24/5 2644831 1 A04 ISPECIAL 1 T22819029 1 Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, lJoblReference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:1332 2021 Pagel ID:gTgg7TJEsUW_xC9MbPEGISz5aQ1-U5B5s7cGh_IyW xlbb84R_Iij9CZabHrt4QZZHzm8jX 1-0-0 6-3-0 12-9-12 19-0-0 0-4-0 26-6-0 331.0 39-0-0 0.&0 1-0-0 6-3-0 6-6-12 6-2-0 1-4-0 6-2-4 B3- 0 6.3-0 1.4-0 Scale=1:73.1 5x6 = 5x6 = 5 6 5x8 3 00 12 5x8 e$-0 15-3-1 6-7$ 2040 19-0-0 1 8 240.10 30-9-0 39-4-0 $- Plate Offsets (X Y)— [2:0-2-6 Edge), [3:0-3-0,0-3-01. [5:0-3-0 0-2-01 [6.0-3-0 0-2-0] 8$-0 [8:0-3-0 0 3 01 [9:0 2 6 Edgel LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.93 BC 0.96 Vert(LL) 0.67 11-13 >706 240 Vert(CT) -1.19 11-13 >395 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.68 180 Horz(CT) 0.62 9 n/a MT20HS 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS n/a Weight: 202 lb FT = 20 LUMBER- TOP CHORD 2x4 SP No.2 *Except* BRACING - TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-12: 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 7-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-416(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4867/2738, 3-4=-4566/2554, 4-5=-2225/1451, 5-6=-1926/1401, 6-7=-2226/1451, 7-8=-4569/2555, 8-9=-4869/2739 BOT CHORD 2-15=-2307/4689, 14-15=-1393/2936, 13-14=-736/1926, 11-13=-1393/2836, 9-11=-2308/4401 WEBS 3-15=-312/340, 4-15=-791/1930, 4-14=-1282/813, 7-13=-1206/813, 7-11=-792/1774, 8-11=-325/340, 5-14=-415/780, 6-13=-410/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (8-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 15-0-13, Exterior(2R) 15-0-13 to 24-3-3, Interior(1) 24-3-3 to 36-8-13, Extedor(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .8) Bearing atjoint(s) 2, 9 considers parallel to grain value using 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 atjoint(s) except Qt-1b) 2=791,9=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. OF 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 MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TP1l Quality Criteria, DSB-89 and BCSI Building Component Safetyinformadon available from Truss Plate Institute, 2670 Crain, Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job j Truss Truss Type Qty Ply LOT 2415 WATERSTONE 2644831 A05 SPECIAL 1 1 T22819030 Jab Reference o ticnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1Ti 7-13-34 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-QUIrHpdWCcYgm158i0BYWPg4jzwX2UD8LOvfeAzm8jV 1-4-0 6-3-0 11-11-12 17-0-0 22-4.0 27-4-5 33-1-0 39-4-0 0-8- 1-4-0 6-3.0 5-8-12 5-0-5 5-4-0 5-0-5 5-8-11 6-3.0 14-0 Scale = 1:74.6 8x14 MT20HS 11 • 6.00 12 8xl4 MT20HS 11 4xl0 MT20HS :�- 3.00 12 4x10 MT20HS C 8-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.77 BC 0.87 WB 0.71 Matrix=AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.80 11-12 >594 240 -1.28 11-12 >369 180 0.60 9 n/a n/a PLATES MT20 MT20HS Weight: 189 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 'Except` BOT CHORD Rigid ceiling directly applied. 13-15,11-13: 2x4 SP No.1 WEBS 1 Row at midpt 4-14, 7-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-375(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1806(LC 15), 9=1806(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5920/2911, 3-4=-5632/2733, 4-5=-2840/1709, 5-6=-2511/1620, 6-7=-2841/1709, 7-8=-5355/2733,8-9=-5652/2911 BOT CHORD 2-15=-2464/5646, 14-15=-1622/3816, 12-14=-1011/2645, 11-12=-1622/3383, 9-11=-2464/5113 WEBS 3-15=-252/320, 4-15=-769/2226, 4-14=-1503/781, 5-14=-415/1092, 6-12=-415/1046, 7-12=-1428/781, 7-11=-769/2071, 8-11=-265/320 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 13-0-13, Extedor(2R) 13-0-13 to 26-3-3, Interior(1) 26-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/1-PI 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 atjoint(s) except Qt=lb) 2=791, 9=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511012020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • /� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing O� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPf1 Quality Criteria, DSB-89 and BCSf Building Component Safelyfntormadon 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 24/5 WATERSTONE 2644831 A06 SPECIAL T22819031 1 1 Builders FirstSource (Plant City, FL), Job Reference (optional) Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:35 2021 Page 1 �•v-av_nwwrurCoj0ZOaWi-ugsuuaetszvgANKgKGjin2cNCSNFonzUIZ2fDAczmBjU 1-4-0 6-3-0 8-8-0 10-11-15 15-0-0 19-8-0 24-4-0 28-4-1 , 30-8-0 33-1-0 39-4-0 0-8- 1-4-0 6-3-0 2-5-0 2-3-15 4-0-1 4-8-0 4-8-0 4-0-1 2-3-15 2-5-0 1-4-0 Scale = 1:74.6 6.00 12 5x6 = 5x6 = 3x4 = 5 256 26 7 1.5x8 STP = 23 O 3x8 = 410 MT20HS ::�- 3.00 12 4x10 MT20HS LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Plate Grip DOL Lumber DOL 1.25 1.25 TC 0.97 Vert(LL) -0.66 13-15 >717 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.93 WB 0.58 Vert(CT) Horz(CT) -1.15 13-15 >412 180 0.63 10 MT20HS 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS n/a n/a Weight: 197 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. 14-16,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-335(LC 8) Max Uplift 2=-791(LC 10), 10=-791(LC 10) Max Grav 2=1788(LC 15), 10=1788(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5730/2968, 3-4=-5565/2923, 4-5=-3244/1909, 5-6=-2899/1823, 6-7=-2801/1823, 7-8=-3136/1909, 8-9=-5318/2923, 9-10=-5491/2968 BOT CHORD 2-16=-2510/5428, 15-16=-2319/5092, 13-15=-1376/3000, 12-13=-2319/4623, 10-12=-2510/4953 WEBS 4-16=-547/1516, 4-15=-2253/1137, 5-15=-469/1120, 6-15=-318/169, 6-13=-318/169, 7-13=-469/1149, 8-13=-2123/1137, 8-12=-547/1411 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 11-0-13, Exterior(21R) 11-0-13 to 18-11-3, Interior(1) 18-11-3 to 20-4-13, Exterior(21R) 20-4-13 to 28-3-3, Interior(1) 28-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements ;specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) j 2=791,10=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® 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 ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 10• MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job , Truss Truss Type Qty P7JL.ObTR 24/5 WATERSTONE 2644831 A07 SPECIAL 1 7�� Builders FirstSource (Plant Citv. FL1. Plant cirV 1=t eference o tional vu i en nurusrnes, inc. I nu -eo 11 1 i:13:37 2021 Pagel ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-r3_vrfPVXwEdlgiO8kF81SZDAwtFg7a1M8KFVzm8jS 1 -0 19-8-0 261 0 32-0-0 39-4-0 0-8- 1-4-04-0 7-3-137-3-13 13-0 5-8-3 6-8-0 6-B-0 5-8-4 7-3-12 1-0-0 Scale = 1:72.7 6.00 12 5x8 = 4 23 3x4 = 5x8 = 5 25 266 JX4 5x8 � 3.00 12 5x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.95 BC 0.95 WB 0.83 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.66 10-11 >716 240 -1.00 11-13 >472 180 0.63 8 n/a n/a PLATES MT20 MT20HS Weight: 187 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied'. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 2-14,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-294(LC 8) Max Uplift 2=-791(LC 10), 8=-791(LC 10) Max Grav 2=1527(LC 1), 8=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4814/2998, 3-4=-4578/2937, 4-5=-2992/2060, 5-6=-2992/2060, 6-7=-4578/2937, 7-8=-4814/2998 BOT CHORD 2-14=-2534/4440, 13-14=-1493/2788, 11-13=-1734/3163, 10-11=-1493/2788, 8-10=-2534/4341 WEBS 3-14=-320/347, 4-14=-1071/1956, 4-13=-141/517, 5-13=-380/257, 5-11=-380/257, 6-11=-141/517, 6-10=-1070/1831, 7-10=-327/347 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 9-0-13, Extedor(2R) 9-0-13 to 16-11-3, Interior(1) 16-11-3 to 22-4-13, Extedor(2R) 22-4-13 to 30-3-3, Interior(1) 30-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSUTPI 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 atjoint(s) except at" lb) 2=791, 8=791. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 ®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 MRek® 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 applicabilityof 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" I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Db Truss Truss Type Oty Ply LOT 24/5 WATERSTONE 644831 A08 SPECIAL 1 1 T2281903; Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:38 2021 Page 1 4-0 5-11- �•v av _-- -_ arvwrcorazoalll-uryo4btlgltdgzbtvHvxrFUgF7jFaFs_KbkG011nxzm8jR 1-1 11-0-0 16-2-3 23-1-13 28-4-0 33-0-15 39-4-0 0-8-0 1-4-0 5-11-1 5-0-15 5-2-3 6-11-10 5-2-3 5-0-15 5-'11-1 1. 0 Scale = 1:71 A 6.00 FIT 2x4 ZZ 23 3 1.5x8 STP = 22 1 2 0 5x8 _ 3.00 12 5x6 = 2x4 11 5x6 = 26 27 7 4 24 25 6 5 5x6 = 28 2x4 t 03 0 ;�2= m 29 2a15 14 1.5x8STP = o 13 12 11 6x12 MT20HS = 3x8 = 9 10 4 4xl0 MT20HS = 6x12 MT20HS = Iq w 3x4 = 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.78 14 >604 240 MT20 2441190 7.0 BCLL 0.0 LumberDOL Rep Stress Incr 1.25 YES BC 0.97 WB Vert(CT) -1.1514-15 >409 180 MT20HS 187/143 BCDL 10.0 Code FBC2020(rP12014 0.56 Matrix -AS Horz(CT) 0.68 9 n/a n/a Weight: 190 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 2-15 9-11' 2 'Except* 4 SP N 1 BOT CHORD Rigid ceiling directly applied. x o. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4843/3049, 3-4=-4552/2806, 4-5=-3951/2573, 5-6=-3951/2573, 6-7=-3948/2571, 7-8=-4552/2806, 8-9=-4843/3049 BOT CHORD 2-15=-2594/4414, 14-15=-1759/3231, 12-14=-2139/3959, 11-12=-1760/3231, 9-11=-2594/4371 WEBS 3-15=-307/362, 4-15=-745/1516, 4-14=-451/993, 5-14=-344/316, 6-12=-405/317, 7-12=-447/988, 7-11=-744/1465, 8-11=-317/361 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 7-0-13, Exterior(21R) 7-0-13 to 14-11-3, Interior(1) 14-11-3 to 24-4-13, Exterior(2R) 24-4-13 to 32-3-3, Interior(1) 32-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 9 considers parallel to grain value using 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 atjoint(s) except (jt=lb) 2=791, 9=791. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum . sheetrock be applied directly to the bottom chord. February 12,2021 WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. Design valid for use only with M7ek0 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 andlor chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP/1 Quality Criteria, OSB-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 r Job , Truss Trpu,,s Type Qty Ply LOT 24/5 WATERSTONE T22819034 2644831 A09 IAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL),, Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:40 2021 Page 1 ID:gTgg7TJEsU W_XC9MbFEGISzSaQ1-Fef6XsiHoS Ip UDYH3GIylg4310yrS9xljJM_rgzm8jP 1.4-0 6-3-0 g o 15-8-15 23-7-1 30.4-0 33-1-0 39-0-0 0-8-0 1-4-0 6-3-0 2-9-0 6-8-15 7-10-1 6-8-15 2-9-0 6-3-0 1-4-0 Scale = 1:71.4 6x12 MT20HS = 6x12 MT20HS = 2x4 11 5x6 = 6.00 12 4 24 2526 5 6 2728 29 7 2x4 2x4 3 8 0 1.5x8 STP = 23 30 b 22 N 31 1.5x8 STP = m 1 2 15 14 13 12 11 q 91 19 0 6x12 MT20HS = 5x8 = 4x10 MT20HS = 4x6 = 6x12 MT20HS = 0 Iy N 0 5x8: 3.00 12 5x8 i 8-8-0 15-8-15 23-7-1 3n-A-n 1 oos_n LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 1.03 12-14 >457 240 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT)-1.5312-14 >309 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.77 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-6,6-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-791(LC 10), 9=-791(LC 10) Max Grav 2=1527(LC 1), 9=1527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4798/2979, 3-4=-4613/2835, 4-5=-5462/3348, 5-6=-5462/3348, 6-7=-5454/3342, 7-8=-4614/2835, 8-9=-4797/2978 BOT CHORD 2-15=-2521/4324, 14-15=-2143/3965, 12-14=-2977/5477, 11-12=-2144/3966, 9-11 =-2521/4324 WEBS 4-15=-608/1218, 4-14=-876/1715, 5-14=-404/377, 6-12=-446/379, 7-12=-868/1705, 7-11=-607/1191 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 184 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 6-14 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=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 5-0-13, Extefior(2R) 5-0-13 to 12-11-3, Interior(1) 12-11-3 to 26-4-13, Extedor(2R) 26-4-13 to 34-3-3, Interior(1) 34-3-3 to 36-8-13, Exterior(2E) 36-8-13 to 40-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/fPI 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 atjoint(s) except Qt=lb) 2=791, 9=791. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. '11') 01111.1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 2415 WATERSTONE 2644831 Builders FirstSource !Plant City A10 FI 1 vl=.,r rn„ ❑r _ �ua� SPECIAL 1T22819035 [LOT b Reference (optional) 6.00 12 3x4 i 3 1.5x8 STP = `Ij 1 0 46 u Ica, Inc. I nu r2o -I I 'I r:13:41 2UZ1 rage 1 ID:gTgg7TJEsUW_xC9MbPEGISz5aQ1-iaDVICivZIQa6M7Ud nRltdMnnnRRnRn­axnr_­nln 3-10-7 5-1-12 4-11-11 5-1-2 6x8 — 2x4 II 46 = 7x10 = 4 25 5 26 6 7 3.00 12 18 29 17 6x12 MT20HS = 5x8 = 12-1 16 15 6x12 MT20HS = 2x4 11 5-0-6 S-1-1 ' 3-10-7 3-1-9 1-4-0 Scale = 1:71.4 2x4 I 6x8 = 27 8 28 9 3x4 I 10 IN 1.5x8 STP = 14 N 13 11 c� 5x8 = 'in12 Iq 6xl2 MT20HS = o 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Veri(LL) 1.12 15-16 >421 240 TCDL 7.0 Lumbel 1.25 BC 0.55 Vert(CT) -1.38 15-16 >341 180 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.57 11 n/a n/a BCDL 10.0 Code FBC2020/PPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD 4-7,7-9: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-170(LC 6) Max Uplift 2=-1779(LC 8), 11=-1779(LC 8) Max Grav 2=3475(LC 13), 11=3475(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11253/5484, 3-4=-12538/6080, 4-5=-16925/8460, 5-6=-16921/8454, 6-7=-19216/9674, 7-8=-16755/8435, 8-9=-16759/8440, 9-1 0=-1 2409/6079, 10-11 =1 114815484 BOT CHORD 2-18=-4848/10339, 17-18=-5566/12012, 16-17=-9456/19259, 15-16=-9414/19137, 14-15=-9421/19124, 13-14=-5564/11757, 11-13=-4846/10118 WEBS 4-18=-1406/3383, 4-17=-2823/5436, 5-17=-785/635, 6-17=-2550/1314, 6-16=0/296, 7-15=0/295, 7-14=-2520/1299, 8-14=-793/633, 9-14=-2808/5409, 9-13=-1405/3326, 3-18=-748/1660, 10-13=-756/1681 4x6 ZZ PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 624 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-5-0 cc, Except member 17-4 2x4 -1 row at 0-9-0 cc, member 5-17 2x4 -1 row at 0-9-0 cc, member 17-6 2x4 -1 row at 0-9-0 cc, member 6-16 2x4 -1 row at 0-9-0 cc, member 16-7 2x4 - 1 row at 0-9-0 cc, member 7-15 2x4 - 1 row at 0-9-0 cc, member 14-7 2x4 - 1 row at 0-9-0 cc, member 8-14 2x4 - 1 row at 0-9-0 cc, member 14-9 2x4 - 1 row at 0-9-0 cc, member 3-18 2x4 - 1 row at 0-9-0 cc, member 10-13 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave='5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water pond ing. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 49) * 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. ontinued on page 2 rt mn uizlry I G,ZU, ® WARNING - Vedfy, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf 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 ob Truss Truss Type City Ply LOT 24/5 WATERSTONE 644831 q10:77 T22819035 SPECIAL 1 3 Job Reference o floral Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:41 2021 Pace 2 NOTES- w:q i gqt I utsuvv_xuumbNEGIsz5aQ1 jgDVICjvZIQg6M7Ud_pBltdMnoO8BgBAyz6XOGzm8jO 10) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1779, 11=1779. 12) Girder carries hip end with 7-0-0 end setback. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733 lb down and 321 lb up at 32-4-0, and 733 lb down and 321 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-9=-113(F=-58), 9-12=-54, 19-29=-20, 18-29=-42(F=-22), 13-18=-42(F=-22), 13-30=-42(F=-22), 22-30=-20 Concentrated Loads (Ib) Vert: 29=-475(F) 30=-475(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6119/2020 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 ue 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 ANSI17Pll Quality Criteria, DSB-89 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 24/5 WATERSTONE 2644831 B01 COMMON 1 1 T22819036 Builders FirstSource !Plant City FI 1 Plant clr" ❑r _ zzsa� Job Reference (optional) I ems, "". i rw reu I I I r:":4C LULI rage I ID:gTgg7TJEsU W_xC9MbPEGISz5a41-BOntyYjXK3YXj WjgAhKQr5AZpBfewCNKAdr5wizm8jN -1-4-0 4-3-11 8-2-7 10-0-0 0-12 11-9.9 15-8-5 19-8-0 21-0-0 1-4-0 4-3-11 3-11 9-9-1-9-9 3-10-12 3-11-11 1-40 3x4 = Scale = 1:36.1 3x4 5 3x8 3x8 4 6 6.00 12 20 21 2x4 \\ 2x4 3 7 19 22 8 1.5x8 S = 9 IClo 12 23 11 10 e e 3x4 = 4x6 = 3x4 = 3x4 = 5-9-4 14-2-12 9n_n_n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.34 10-12 >712 240 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT) -0.52 10-12 >463 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=230(LC 9) Max Uplift 2=-533(LC 10), 8=-505(LC 10) Max Grav 2=1145(LC 15), 8=1119(LC 16) PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2042/1348, 3-4=-1928/1322, 6-7=-1936/1336, 7-8=-2051/1365 BOT CHORD 2-12=-1045/1938, 10-12=-717/1362, 8-10=-1065/1779 WEBS 7-10=-264/270, 3-12=-259/253, 4-6=-1228/1061, 4-12=-355/843, 6-10=-376/852 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=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Extedor(2R) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 17-0-13, Exterior(2E) 17-0-13 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=533, 8=505. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 February 12.2021 A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. r. 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 iVli OT ek� 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 ANSYTPN Quality Criteria, DSB-89 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 E 2644831 Bois COMMON 2 T22819037 �RefereWnce Builders FirstSource (Plant Citv. FLI. Plant rlfu PI _ zzsa7 eu r i i r, i o:40 zut_t rage 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-fDLFAuk95NhOLgHskPrfNliiFb_dffcTPHbeS9zm8jM 1 4-0 4-3-11 8-2-7 10-0-0 11-9-9 15-8-5 19-8-0 1-4-0 4-3-11 3-10-12 1-9-9 1-9-9 3-10-12 3-11-11 Scale = 1:35.0 3x4 1 5 3x8 i 3x8 4 6 6.00 12 18 19 2x4 \\ 2x4 3 7 17 2 8 = 1.Sx 10 20 21 9 e e 3x4 = 5x8 = 3x4 = 3x6 Q 5-9-4 5-9-4 14-2-12 19-8-0 Plate Offsets (X,Y)— [5:0-2-15 0-1-8] [8.0-0-15 0-1-8] [10.0-4-0 0-3-4] 8-5-8 5-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.35 9-10 >670 240 MT20 244/190 LumberDOL 1.25 BC 0.87 Vert(CT) -0.53 9-10 >445 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=220(LC 9) Max Uplift 8=-424(LC 10), 2=-528(LC 10) Max Grav 8=1057(LC 16), 2=1129(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2009/1353, 3-4=-1893/1325, 6-7=-1817/1304, 7-8=-1920/1329 BOT CHORD 2-1 0=-1 115/1896, 9-10=-779/1309, 8-9=-1089/1645 WEBS 3-10=7268/259, 4-6=-1200/1065, 4-10=-366/854, 6-9=-335/745 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=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 6-0-13, Exterior(2R) 6-0-13 to 13-11-3, Interior(1) 13-11-3 to 15-8-13, Exterior(2E) 15-8-13 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qf=lb) 8=424, 2=528. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 10-14=-20, 9-10=-60, 9-11=-20 February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 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 lob � Truss Truss Type Qty Ply LOT 24/5 WATERSTONE ?644831 1102 HIP 1 1 T22819038 i Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:44 2021 Pagel 21 1 -4-0 �•,r.,y��AU r J W4Wau�icuvxnzaaai-arvarltiosgptzgs3l6MvwWFu6?NyO8ecexKB_bzm8jL 6 4-1 9-0-0 11-0-0 13-7-15 20-0-0 21 4-0 1-4-0 6-4-1 2-7-15 2-0-0 2-7-15 6-4-1 1-4-0 Scale = 1:37.1 4x6 = 4x6 = 4 5 axts = 3x4 = --- — 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 7.0 LumberDOL 1.25 BC 0.67 Vert(CT) -0.31 11-14 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 1 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 92 lb 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 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-212(LC 8) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/887, 3-4=-971/790, 4-5=-822/736, 5-6=-971/790, 6-7=-1179/887 BOT CHORD 2-11=-585/1064, 9-11=-329/822, 7-9=-585/1020 WEBS 3-11=-391/390, 4-11=-245/375, 5-9=-245/376,6-9=-391/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Interior(1) 2-7-3 to 3-5-4, Extedor(2R) 3-5-4 to 16-6-12, Interior(1) 16-6-12 to 17-4-13, Exterior(2E) 17-4-13 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements'specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=450,7=450. 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 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/TPI1 Quality Criteria, OSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type E 2644831 B03 HIP "'Y:� T22819039 Builders FirslSource (PlantCity. FL). Plant riry PI _ aasa7 __ wusuias, ff 1c. 'Flu reo "i l 11:1J:4b 2U21 vage 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-cbT?aamQd_x6a_RFspt8Sjnw?Ph97a9mtb41X1 zm8jK -1-0-0 7-0-0 13-0-0 1 4-0 7_0.0 202 -4- 0 6-0-0 7-0-00-0 1-4-0 5x8 = 4x6 = 3x6 = 2x4 II '""" — 3x4 = 3x4 = Scale = 1:36.9 Io —1. vuaets lA, r l— t ;u-u-U U-2-tfl 14:U-J-i3,11-2-Uh t5:0-0-4 Edqe] LOADING (psf) SPACING- 2-0-0 C$I. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.14 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.19 9-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.06 5 rile n/a BCDL 10.0 Code FBC20201TP12014 Matrix-MSH Weight: 86 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Harz 2=-171(LC 6) Max Uplift 2=-822(LC 8), 5=-822(LC 8) Max Gram 2=1392(LC 1), 5=1392(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2472/1357, 3-4=-2166/1293, 4-5=-2473/1357 BOT CHORD 2-9=-1046/2143, 7-9=-1049/2165, 5-7=-1046/2144 WEBS 3-9=-89/654, 4-7=-88/655 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt,=1b) 2=822,5=822. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb dawn and 277 lb up at 7-0-0, 89 lb down and 164 lb up at 9-0-12, and 89 lb down and 164 lb up at 10-11-4, and 159 lb down and 307 lb up at 13-0-0 on top chord, and 349 lb down and 179 lb up at 7-0-0, 65 lb down at 9-0-12, and 65 lb down at 10-11-4, and 349 lb down and 179 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ' 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-103(B) 4=-103(B) 9=-349(B) 7=-349(B) 16=-89(B) 17=-89(B) 18=-39(B) 19=-39(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 onlywith 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 andfor 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 ANSIITPlf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 OF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job , Truss Truss Type QtyTT OT 24/5 WATERSTONE 2644831 C1 JACK 10Builders T22819040 FirstSource !Plant cam FI t Ptoor c r„ FL - 33567 b Reference (optional) LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER- TOP'CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:46 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-4nl Oowm2N13zC80RPXON?xKGBpDCs4lv5Fp 13Tzm8jJ -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0- 1- 4,0-0-2j 0-11.4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240. MT20 2441190 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 'n/a n/a Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=79(LC 10) Max Uplift 3=-4(LC 1), 2=-196(LC 10), 4=-14(LC 1) Max Grav 3=23(LC 10), 2=158(LC 15), 4=43(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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C formembers 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 Qt=lb) 2=196. February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not u�� 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 andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPI1 Quality Criteria, DSB-89 and BCS! Building Component Safetyinformation availahle 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 24/�WATERSTONE 2644831 C1C JACK 2 1T22819041 Builders FirstSource (PlantJob Refenal 0 .4au 5 Nov su 2u2U MI I eK Industries, Inc. Thu Feb 11 17:13:46 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-4nl Oowm2N13zC80RPXON?xKl IpD7s4lv5Fp 13Tzm8jJ -1-4-0 0-11-4 1-4-0 0-114 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CS. DEFL. in (loc) ' I I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 0.09 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES 0.00 Horz(CT) 0.00 3 i n/a n/a BCDL 10.0 Code FBC2020/TPI2014rix-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 4=93(LC 10) Max Uplift 1=-88(LC 10), 3=-47(LC 10), 4=-40(LC 10) Max Grav 1=89(LC 15), 3=50(LC 1), 4=40(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.2 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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 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) 1, 3, 4. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSitrPlt Quality Criteria, DSB-89 and BCS/ Building Component Satetyintormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 JOo TNSS a 2644831 C1V Builders FirslSource (Plant City, FL), 0 Truss Tyr SPECIAL Ply I LOT 24/5 WA 4 1 1 T22819042 r, FL - 33567, 8.430 s Nov30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:47 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-Y_bm?Gng8bBggHbdzEwcY8tRxCZSbXY3KvZrbwzm8jl 1-4- 0 0 0-11-4 1 4-0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=15(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. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using 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, 4 except (jt=lb) 2=181. ® 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 and Is forrly 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCS1 Building o Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Component Scale = 1:7.6 February 12,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Truss Type Ply I LOT 24/5 2644831 C3 Builders FirstScurce (Plant City, 8 1 1 T22819043 Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:47 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-Y bm?GngBbBggHbdzEwcYBtRxCYQbXY3KvZrbwzm8jl -1-4-0 2-11.4 1-4-0 2-11-4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 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 YES WB 0.00 Horz(CT) 0.00 3 ' 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=0-8-0, 4=Mechanical Max Horz 2=130(LC 10) Max Uplift 3=-50(LC 10), 2=-156(LC 10) Max Grav 3=70(LC 15), 2=195(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale = 1:12.7 PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly appliedor 2-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0'-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=156. ® 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 MTeM 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/1 Quality Criteria, DSB-69 and BCS/ Building Component Safety Information available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 p- . 6904 Parke East Blvd. Tampa, FL 36610 �JOD . Truss Truss Type Qty Ply 'L OT 24/5 WATERSTONE 2644831 C3V SPECIAL 4 T22819044 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:48 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGISz5aQ1-OA88DbolvvJhRRAgXyRr4MPcgcuef oCZZIP7Mzm8jH 1-4-0 0 2-11-4 1 4-2-11-4 Scale = 1:12.7 3 1 JX4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 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 YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% TOP.CHORD 2x4 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=130(LC 10) Max Uplift 3=-54(LC 10),,2=-149(LC 10) Max Grav 3=72(LC 15), 2=194(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf, h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/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 Ito uplift at joint(s) 3 except Qt=lb) 2=149. February 12,2021 ®WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. r.n Design valid for use only with MTek® connectors. This design [abased 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 piTek` 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 ANS11TPI1 Quality Criteria, DSB-89 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 Scale=1:17.6 3x4 = 4-11-4 4-11-4 Plate Offsets (X,Y)— (2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 4-7 >883 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb 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 Horz 2=183(LC 10) Max Uplift 3=-122(LC 10), 2=-260(LC 10), 4=-72(LC 10) Max Grav 3=122(LC 15), 2=260(LC 1), 4=85(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=56ft; L=39ft; 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 Qt=lb) 3=122,2=260. 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. February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 -�� truss I ype City Ply LOT 24/5 WATERSTONE T22819046 C5V SPECIAL 4 1 Job Reference o tional (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:49 2021 Page 1 ID:gTgg7TJEs U W_XC9MbPEGISZ5aQ1-UMi WQxpwgDRY3bkO5fy4dZyj 109T3R1 LnD2ygozm8j G -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 0 m :ix4 rtaie unseis (x,T)— jz:U-u-15 tdgei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >962 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 18 lb 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 Harz 2=183(LC 10) Max Uplift 3=-111(LC 10), 2=-160(LC 10) Max Grav 3=136(LC 15), 2=263(LC 15), 4=85(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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements:specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using 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 Ib uplift at joint(s) except Qt=lb) 3=111, 2=160. 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. February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI 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 D ob 0 Truss Truss Type Qty Ply LOT 24/5 WATERSTONE 644831 D015 T22819047 COMMON 3 1 iJob Reference o ticnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:50 2021 Page 1 ID:gTgg7TJEsUW xC9MbPEGlSZ5aQ1-yZGueHgYRWZOhIJCeNTJ9nVskQUvotbVOtnWrF7maiF 1-4-0 6-8-0 13-0-0 6-4-0 5x8 3 Scale = 1:25.0 Ic? 0 Lx4 I I 3x4 = 4x6 = 6-8-0 13-0-0 Plate Offsets (X,Y)-- [3:0-5-0,0-1-121 I4:0-0-0 0-1-21 6-8-0 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 7.0 LumberDOL 1.25 BC 0.44 :Matrix Vert(CT) -0.11 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020frP12014 -AS Weight: 49 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied. WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 9) Max Uplift 4=-223(LC 10), 2=-333(LC 10) Max Grav 4=477(LC 1), 2=557(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/698, 3-4=-671/705 BOT CHORD 2-5=-474/538, 4-5=-474/538 WEBS 3-5=-22/286 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=56ft; L=39ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-7-3, Exterior(21R) 2-7-3 to 9-0-13, Exterior(2E) 9-0-13 to 13-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=223,2=333. 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. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 611,912020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANS11TPl1 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 Ply 2644831 D02 HIP T22819048 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:51 2021 Page 1 I D:ItBgZ9ku7fQzQadCiELNxnz5J81-Qlq H rdq BCq h Flvu PC4_Yi_15 MggbXKwe FXX3khzm8j E -1-4-0 5-0-0 8-4-0 13-4-0 14-8-0 1�-0 5-0-0 3-4-0 5-0-0 1-4-0 Scale = 1:26.1 46 = 46 = 3x4 = 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.07 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-130(LC 6) Max Uplift 2=-444(LC 8), 5=-444(LC 8) Max Grav 2=745(LC 1), 5=745(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138/670, 3-4=-978/555, 4-5=-1138/570 BOT CHORD 2-8=-369/969, 7-8=-365/978, 5-7=-369/969 WEBS 3-8=0/271, 4-7=0/271 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-010 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=444, 5=444. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 286 lb up at 5-0-0, and 46 lb down and 118 lb up at 6-8-0, and 89 lb down and 257 lb up at 8-4-0 on top chord, and 88 lb down and 2 lb up at 5-0-0, and 35 lb down and 1 lb up at 6-8-0, and 88 lb down and 2 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert:3=-89(F) 4=-89(F) 8=-56(F) 7=-56(F) 15=-46(F)16=-24(F) February 12,2021 ®WARNING -Verify ty design g pare eMD c and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mndivid rev. building co BEFORE USE. • Design valid for use only with MTek®wnnectors. This design is based only upon parameters shown, and Is for an Individual huilding 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 i Mi 9T ek• 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 ANS117PI1 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 2644831 E3 JACK 31Job �2415WATERSTONE T22819049 Builders FirstSource (Plant Citv. FL1. FIan1 riw FI _ aasa7 Rtional - - ----• - 8.430 s N uv s M e x ndustries, Inc. Thu Feb 11 17:13:51 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-QlgHrdgBCghFIvuPC4_Yi- 17wgvJXLXeFXX3khzm8jE 1 4-0 3-0-0 1-4-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-62(LC 10), 2=-213(LC 10), 4=-42(LC 7) Max Grav 3=64(LC 15), 2=195(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; 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 fordes & 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) 2=213. February 12,2021 ® 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 Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing' iVliTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCS/ Building Component Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 city I Ply 2644831 E5 Builders FirstSource (Plant City, JACK Plant City, FL - 33567, -1.4-0 1-4-0 0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS 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=-108(LC 10), 2=-167(LC 10) Max Grav 3=136(LC 15), 2=267(LC 15), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 1 T22819050 8.430 s Nov 30'2020 MiTek Industries, Inc. Thu Feb 11 17:13:52 2021 Page 1 I D:ItBgZ9ku 7fQzQad C iELNxnz5J8I-vxOf2zrpz8 p 6w3Tbm oVn FCaEs DBd Gon o U B G cG7zm8j D Scale=1:17.8 3 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.05 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >962 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=108, 2=167. 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. February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 a 7" . iiuss buss 2644831 E7 JACK Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1 1-4-0 Type QtY I Ply 1 I LOT 4 T22819051 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:53 2021 Page 1 ID:IlBgZ9ku7fQzQadCiELNimz5J81-N8yl GJsRkRxzYC2nKV00nP7KtdRO?F1 xirOApZzm8jC zn_n 3 3X4 % 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.18 4-7 >451 240 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.20 4-7 >417 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=238(LC 10) Max Uplift 3=-163(LC 10), 2=-184(LC 10) Max Grav 3=201(LC 15), 2=340(LC 15), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20 Structural wood sheathing directly applied. 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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirementsspecific 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) except (jt=lb) 3=163, 2=184. 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 parametersand 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 wr MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ib >, Truss Truss Type Qty Ply LOT 24/5�WATERSTO�NE� i44831 E7V SPECIAL T2281905 14 1 Job Reference o lional 3uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industdes, Inc. Thu Feb 11 17:13:53 2021 Page 1 2 1 — 0 ���•�=pro—w1-rvoyioasnxrrxzrc2nKvuunPIKBdRh?F1xirOApZ7m8jC 1-4--4- 7-0-0 10 7-0-0 3x6 3 m m N Scale = 1:22.6 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.82 Vert(LL) 0.20 4-7 >421 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.76 WB 0.00 Vert(CT) -0.21 4-7 >405 180 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD 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=238(LC 10) Max Uplift 3=-167(LC 10), 2=-178(LC 10) Max Grav 3=203(LC 15), 2=339(LC 15), 4=120(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=S.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=167, 2=178. 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 MII-7473 rev. 6/1912020 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 2644831 IF01 HIP LOT T22819053 Job Reference optional) Irce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:54 2021 Page 1 ID:ItBgZgku7fQzQadCiELNxnz5J81-rKW PTfl3Vl3ggMd_tCYFKdfdn 1 tlki65xVIjLOzm8jB _1-4-0 1-4-0 3-0-0 5-8-0 8-8-0 3-0-0 2-8-0 10-0-0 3-0-0 1-4-0 46 = 1-7-1 17 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 8-9 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.03 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-4-0, 7=0-4-0 Max Horz 10=-89(LC 6) Max Uplift 10=-430(LC 8), 7=-376(LC 8) Max Grav 10=388(LC 17), 7=388(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-146/319, 3-4=-78/263, 4-5=-146/319 BOT CHORD 2-10=-304/83, 9-10=-301/83, 8-9=-304/78, 7-8=-304/83, 5-7=-304/83 Scale = 1:21.2 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=430,7=376. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 172 lb up at 3-0-0, and 6 lb down and 76 lb up at 4-4-0, and 36 lb down and 172 lb up at 5-8-0 on top chord, and 39 Ib up at 3-0-0, and 6 lb down and 18 lb up at 4-4-0, and 39 lb up at 5-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=20(F) 4=20(F) 9=14(F) 8=14(F) 17=-2(F) 18=-6(F) ®WARNING - Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/IW2020 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 bracingi 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/7Pil Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 / Inab Truss Truss Type City 17Job L JACK 2T 2415 WATERSTONE 644831 H3 T22819054 Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, _ _ 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:55 2021 Pape 1 1-10-10 0 4-2-15 Scale = 1:12.7 Plate Offsets (X Y)-- [2:0-2-10 0-0-2] 1-4-4 1 4 4 1-7-13 0-3-9 4-2-15 2-7-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/tlBFl Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 4-5 >999 240 MT20 2441190 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr NO BC 0.60 WB 0.00 Vert(CT) Horz(CT) 0.02 4-5 >999 180 0.05 3 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP n/a n/a Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-7-3 Max Horz 5=132(LC 8) Max Uplift 3=-31(LC 5) 4=-72(LC 131 5=46511C 8) Max Grav 3=23(LC 13), 4=71(LC 8), 5=432(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=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate gripI 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 Qt=lb) 5=465. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 69 lb upi at 1-5-12, and 57 lb down and 65 lb up at 1-5-12 on top chord, and 21 lb up at 1-5-12, and 23 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 5=22(F=11, B=11) 9=6(F=24, B=-18) February 12,2021 ® WARNING .Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywilh MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Beforeuse, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT Of 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 ANS17TPI1 Quality Criteria, DSB-89 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 1k Truss Truss 2644831 H5 JACK Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-10-10 1-10-10 Qty WA T22819055 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:1 ::55 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNxnz5J81-1 W3nh7thG3Bhn WCARw3UsgCIZRAaT9W EA9VHtSzm8jA Scale=1:17.4 Plate Uttsets (X Y)— 12:0-2-10 0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.09 4-7 >926 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.18 4-7 >458 180 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 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=186(LC 8) Max Uplift 3=-116(LC 8), 2=-171(LC 8) Max Grav 3=135(LC 1), 2=307(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live Iliad 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) except Qt=lb) 3=116, 2=171. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at 1-5-12, 57 lb down and 65 lb up at 1-5-12, and 5 lb down and 68 lb up at 4-3-11, and 5 lb down and 68 lb up at 4-3-11 on top chord , and 23 lb up at 1-5-12, 23 lb up at 1-5-12, and 11 lb down and 7 lb up at 4-3-11, and 1.1 lb down and 7 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 9=36(F=18, B=18) 10=23(F=11, B=11) 11=-11(F=-5, B=-5) February 12,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not e 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, MITOK• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and 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 , IJvbi 2644831 11­17 Truss Type MONO TRUSS 2 1 1 24/5 T22819056 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 17:13:56 2021 Page 1 ID:ItBgZ9ku7fQzQadCiELNznz5J81-njdAuLuJ1 MJYPgnM?dajP21zyrWpCYeNOpEgQuzm8j9 -1-10-10 6-2-10 1­_,-10-10 9-10-13 6-2-10 3-8-2 0 6-2-10 6-2-10 Plate Offsets (X,Y)-- (2:0-0-10 0-0-1j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.03 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SPNo.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-94(LC 8), 2=-226(LC 8), 5=-147(LC 8) Max Grav 4=87(LC 1), 2=441(LC 1), 5=350(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-589/180 BOT CHORD 2-7=-262/531, 6-7=-262/531 WEBS 3-7=0/360, 3-6=-646/319 4 Scale = 1:23.3 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20 Structural wood sheathing directly applied or 6-0-0 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=56ft; L=39ft; eave L5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 'specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members. j 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 (jt=1b) 2=226, 5=147. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 65 lb up at 1-5-12, 57 lb down and 65 lb up at 1-5-12, 5 lb down and 68 lb up at 4-3-11, 5 lb dawn and 68 lb up at 4-3-11, and 50 lb down and 138 lb up at 7-1-10, and 50 lb down and 138 lb up at 7-1-10 on top chord, and 23 lb up at 1-5-12, 23 lb up at 1-5-12, 11 lb' down and 7 lb up at 4-3-11, 11 lb down and 7 lb up at 4-3-11, and 51 lb down at 7-1-10, and 51 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 inued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing) 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 MiTek` 6904 Parke East Blvd. Tampa, FL 36610 t dad Truss Truss Type Qty Plylob 4/5 WATERSTONE 2644831 H7 T22819056 MONO TRUSS 2 erence o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 3G 2020 MiTek Industries, Inc. Thu Feb 11 17:13:56 2021 Paqe 2 ru.uoycanu f 1WZWaaL,It:LNxnzoid I-njaAULUJ1 MJYPgnM7dajP21zyrWpCYeNOpEgQuzm8jg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=49(F=24, B=24) 12=36(F=18, B=18) 13=-99(F=-50, B=-50) 14=23(F=11, B=11) 15=-11(F=-5, B=-5) 16=-51(F=-25, B=-25) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Parke East Blvd. ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke East ,JrB Truss Truss Type Qty Ply LOT 24/5 WATERSTONE 2644831 H7V SPECIAL 2 1 T22819057 Job Reference ti Builders FirstSource (Plant Citv. FLI. Planr r•.av FI _'3Ar.R7 .....•. .. __ o onal 0 � uv ou 2626 m i e x in dustries, Inc. I nu Feb 11 17:13:57 2021 Page 1 -1-10-10 5-5-13 ID:gTgg7TJEsUW_xC9MbPEGlSz5aQ1-FvBY6gvxogRPOgMYZL5yyFH4oEgFxz?XdT NyLzm8j8 1-11-10 5-5-13 9-10-13 4-5-0 Scale = 1:22.2 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 7.0 LumberDOL 1.25 BC 0.59 Vert(CT) -0.11 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 41 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 5-4-0 oc pudins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=289(LC 8) Max Uplift 4=-223(LC 8), 2=-230(LC 8), 5=-125(LC 8) Max Grav 4=272(LC 13), 2=413(LC 1), 5=391(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/403 BOT CHORD 2-7=-593/1150, 6-7=-604/1155 WEBS 3-7=0/250, 3-6=-1136/590 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.Opsf; h=15ft; B=56ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements, specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=1b) 4=223, 2=230, 5=125. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) • Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) February 12,2021 ® WARNING - Ve ify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i OF 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 ANSI7rPlf 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 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1s r For 4 x 2 orientation, locate plates 0- 'W' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 26/20 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 �r 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 MJTOike MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at -each -- - joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.