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J -�1 e� 0 � 258 Southhall Lane, Suite 200 �8 Maitland, Florida 32751 I P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com rF Website: www.fdseng.com ENGINEERING ASSOCIATES January 11, 2021 Building Department Ref: Adams Homes Lot: 37 Blk. 2 Subdivision: Waterstone Address: 8517 Waterstone Blvd. Model: 2508 3CF A RH KA # 20-9736 Truss Company: Builders First Source Date of drawings: 12/29/20 Job No.: 2584716 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, We have reviewed the truss design package for the.project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication pro � fitp. techniques; and coordinating work with all other trades. •,�� Q P8. ,, 7709 0 E N `�' F• • cry`+ Note: Truss ID's may vary. e v • '• No 878 If you have any questions, please do not hesitate to call. :X• E OF Sincerely d 9 '• .• 8T , : [U . E ,% ilt 1/11/2021 'i.11 14VP/ 021 l Carl A. Brown, P.E. FL. # 56126 FDS Engineering Associates, A TSG Company "Your Building Code Experts" Luis P 'blo Torres, P.E. FL. # A7864 r ,r 14-04-00 6-08-00 10-04-00 10-00-00 18-08-00 28-08-00 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 A' LUS24 1895 11490 4 1 A I HTU26 3600 11555 ila 0 B HTU28 4680 12140 1LB 0 1 C I HTU26-2 3600 12175 1Ic 0 D HTU28-2 4680 13485 110 0 E HGUS26-2 5320 2155 1LE 0 F HGUS28-2 7460 3235 1IF 0 G HGUS26-3 5230 2155 1 LG 0 H HGUS28-3 7460 3235 1 d+ 0 J THJA-26 9100 4095 1 U 32 3X8NOP REVIEWED ❑ REVIEWED WITH NOTATIONS ❑ REVISE AND RESUBMIT ❑ (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with that of all oth trades and performing his work in a safe and satisfa manner. FL RDA DESIGN SOLUTI Dab t I' L� —By- sum" Bo. Project No. IYM.- VEMFY ALL pMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMM REQUIRE) W RED BY BIAIDER MAIN MD FORCE RESISTING SYSIE WCZ M'DRID WIND ASCE740 IMPORTANT ENCLOSED EXPOSURE CATEGORY C OCOLMANGYCATEGORY I This Drawing Must Be Approved And m LOAD MAN OR f %AND ANOR FACTOR 1.00 Returned Before Fabrication Will TRUSSES HAVE BEEN DESOPED FOR A 10.0 FSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCURRENT YIRN ANY 011iERR LM LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL, 10 PSF By Date BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 2N' BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 1 W-00" BRG WALL =V-00" BRG WALL BUILDER: Adams Homes PROJECT: Single Family MODEL: 1 2508 A 3C ADDRESS-1 8617 WATERSTONE BLVD LOT I BLOCK: 3712 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K Sanchez JOB # : 2684716 DATE: 11212912020 1 SCALE: NTS PLAN DATE: 1 2020 REVISIONS: 1. 2. 3. 4. L11L� WIdem FlrstSoume 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 J RE: 2584716 Site Information: Customer: Adams Homes Port St Lucie Pro1'ect Name: 2584716 Lot/Block: 37/2 Model: 2508 A 3CAR Address: 8517 WATERSTONE BLVD Subdivision: WATERSTONE City: Fort Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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 53 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 T22303731 A01 12/29/2020 - 21 T22303751 B02 12/29/2020 2 T22303732 A01A 12/29/2020 22 T22303752 B03 12/29/2020 3 T22303733 A01 B 12/29/2020 23 T22303753 B04 12/29/2020 4 T22303734 A02 12/29/2020 24 T22303754 B05 12/29/2020 5 T22303735 A03 12/29/2020 25 T22303755 B06 12/29/2020 6 T22303736 A04 12/29/2020 26 T22303756 B07 12/29/2020 7 T22303737 A05 12/29/2020 27 T22303757 B08 12/29/2020 8 T22303738 A06 12/29/2020 28 T22303758 C1 12/29/2020 9 T22303739 A07 12/29/2020 29 T22303759 C1A 12/29/2020 10 T22303740 A08 12/29/2020 30 T22303760 C1 P 12/29/2020 11 T22303741 A09 12/29/2020 31 T22303761 C1 V 12/29/2020 12 T22303742 A10 12/29/2020 32 T22303762 C3 12/29/2020 13 T22303743 All 12/29/2020 33 T22303763 MA 12/29/2020 14 T22303744 Al2 12/29/2020 34 T22303764 CK 12/29/2020 15 T22303745 A13 12/29/2020 35 T22303765 C3P 12/29/2020 16 T22303746 A14 12/29/2020 36 T22303766 C3V 12/29/2020 17 T22303747 A15 12/29/2020 37 T22303767 C5 12/29/2020 18 T22303748 A16 12/29/2020 38 T22303768 C5A 12/29/2020 19 T22303749 A17 12/29/2020 39 T22303769 C5V 12/29/2020 20 T22303750 B01 12/29/2020 40 T22303770 E5P 12/29/2020 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1 of 2 ;r 29, 2020 RE: 2584716 - M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2584716 Lot/Block: 37/2 Subdivision: WATERSTONE Address: 8517 WATERSTONE BLVD City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T22303771 E7 12/29/2020 42 T22303772 E7V 12/29/2020 43 T22303773 G01 12/29/2020 44 T22303774 H1 12/29/2020 45 T22303775 H5P 12/29/2020 46 T22303776 H7 12/29/2020 47 T22303777 H7V 12/29/2020 48 T22303778 J01 12/29/2020 49 T22303779 M01 12/29/2020 50 T22303780 M02 12/29/2020 51 T22303781 PB1 12/29/2020 52 T22303782 PB2 12/29/2020 53 T22303783 PB3 12/29/2020 2 of 2 Jab t 2584716 Truss A01 Truss Type SPECIAL City 5 Ply 1 T22303731 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:51:47 2020 Page 1 ID ? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-TzAg4nNYzvm Bwlco)AVnMgot2F4XDzYNNaj3wNy44wg 5-3-0 8-1048 14-11-9 21-0-0 25-4-0 zs-8-o 3s1-a 41-10-15 4s-7-0 a -a 8 6-1-0 6-0-8 4-4-0 4-0-0 6-0-E 6.2-7 T _ti -4-1 Scale = 1:88.6 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 30 35 3x6 5 9 5x6 5x6 °1 / 3x6 i 10 1.5x8 STP = o 36 1.5x8 STP = 3 29 11 ° fv 8-10- 19 12 0 4 1 2 Y 3x4 = 18 38 39 17 16 40 I 41 15 14 42 43 13 4 N 0 20 3x6 = 3x8 = 3x8 = 1 3x8 =3x8 MT20HS = 3x6 = 4x6 = 22 2 4x6 = 2x4 II 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 13-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-21: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/488, 3-4=-310/417, 4-5=-1385/846, 5-6=-1837/1251, 6-7=-1584/1214, 7-8=-1878/1328, 8-9=-2133/1362, 9-10=-3023/1620, 10-11=-3266/1759 BOT CHORD 2-22=-424/251, 21-22=-424/251, 19-21 =-1 949/947, 4-19=-1946/925, 16-18=-694/1622, 15-16=-713/1787, 13-1 5=-1 133/2318, 11-13=-145312869 WEBS 4-18=-598/1609, 5-16=-17/251, 6-16=-227/615, 7-16=-448/288, 8-15=-282/663, 9-15=784/565, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-298/217, 3-21=-402/615 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt 7-16, 7-15, 9-15 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) -t2=492, 11=911, 21=1146. 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. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-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 ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 December 29,2020 MF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ' Job 1 Truss Truss Type 2584716 A01A SPECIAL ::::Tr T22303732 LJb Rafa�,e,,]e,:1io,,I) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:51:49 2020 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-PLIRVTOoVXOv9clBrbXFR5tD13pyhvUgquCA?Gy44we 1 4- 6-1-8 7 2-1 9-7-11 14-11-8 21-0.0 25-4-0 29-8-0 35-8-8 46-7-4 8- -0-0 6-1-8 -1 2-0-15 5-3-12 6-0-8 4-0-0 41-0 %10-15 6.0-8 fi-2-7 Scale = 1:88.6 5x6 = J 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 3x6 i 31 36 3x6 7 11 5x8 6 5 5x6 ro d 3x4 11 12 1.5x8 STP = 0 2x4 4 37 1.5x8 STP = 303 13 1 14I0 1 2 4x6 = 20 39 40 19 18 41 42 O 17 16 43 44 15 IN 38 22 3x6 = 3x8 MT20HS = 3x8 = 3x8 MT20HS = 3x6 = 4x6 = 23 4x6 = 6x8 = 3x8 = 7-2-12 6.1-8 6-3-3 12-1-7 21-0-0 29-5-0 38-7-11 4611-g 74 0 .1s 0-2-0 410-11 8-10-9 s-8.0 8-11-11 7-1 0-114 Plate Offsets (X,Y)-- [8:0-3-0 0-2-01 [10:0-3-0 0-2-01 [12:0-3-0 0-3-01 [23:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 3-8-0 cc bracing: 21-23 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1470, 7-8=-2223/1461, 8-9=-194911413, 9-10=-2084/1456, 10-11=-2362/1509, 11-12=-3249/1762, 12-13=-3485/1893 BOT CHORD 21-23=-2052/977, 4-21=-266/208, 20-21 =-1 003/2162, 18-20=-1072/2397, 17-18=-871/2123, 15-17=-1258/2521, 13-15=-1571/3063 WEBS 7-18=-415/394, 8-18=-317/768, 9-18=-343/215, 10-17=-346/783, 11-17=-781/563, 11-15=-93/584, 12-15=-329/340, 3-23=-170/261, 6-20=-14/394, 6-21=-2730/1282 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-8-0, Exterior(21R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 52=379, 13=968, 23=1082. 9) 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. December 29,2020 ® WARNING - Verify design pammetersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply 2584716 TAOISB Hip 1 1 T22303733 n„; a� n-..rc.. Job Reference (optional ��� •n • �1, a„r 6.43u s NOV 3U 2020 MiTek Industries, Inc. Tue Dec 29 13:51:50 2020 Page 1 ID:YuAUBcdPWCx6RhnNP_DwTzU6L_ tYspipPQGg8mnmKNP12UzJQP?T76QFig3YyjXiy44wd 1 4-8-0-5 14-6-3 21-0.0 25-4-0 29-8-0 35-1-14 40-7-11 46-7-4 8-0- -4- 4-3-6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 -4-1 Scale = 1:88.6 4x6 = 6.00 12 5x6 = 3x6 = 6 29 31 730 32 5x6 = 20 3XtJ = 4X0 6x12 MT20HS = 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 1.1) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1072, 5-6=-1865/1202, 6-7=-161711179, 7-8=-1887/1271, 8-9=-2136/1320, 9-10=-2978/1591, 10-11=-3172/1666 BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1780, 15-17=-679/1837, 13-15=-1044/2270, 11-13=-1346/2781 WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-218/610, 7-17=-451/266, 8-15=-298/682, 9-15=-758/537, 9-13=-165/640, 10-13=347/343 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Extericr(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) i2=221,20=1040,11=915. 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. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS17rP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ) Truss Truss Type City Ply 2584716 A02 SPECIAL 1 1 T22303734 R„rlAnrc CG�1en,...e IRI.. � n, Job Reference (optional) A - - -- - - - , - --- a ry ou tutu'" r en Inaus[nes, mc. I ue Uec zu 13:b1:b2 2uzU Pagel ID:?l YDfItmYJ 1 NmupVDA3te2z4H2S-pwzZ7VQgoSOT04Um Wj5y3kVhOGn2uCQ6 Ws Rgbby44wb 11-4-q 6-0-14 8-11-0 13-0-4 21-0-0 254-0 29-8-0 377 -12 45 7 8 1 4-0 6-0-14 2-10-2 4-1-0 7-11-12 4-4-0 4-4-0 7-11-12 7-11-12 5x8 = 6.00 12 2x4 II 5x8 = 6 29 7 3031 8 19 to -.._ _.._....- .. — — — II 4x6 = 6xl2 MT20HS = Scale = 1:85.3 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 0.82 BC 0.98 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.32 19-22 >324 240 -0.57 12-14 >776 180 0.09 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 254 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 8-9,9-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except` 2-2-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 4-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=403(LC 11) Max Uplift 2=-507(LC 12), 11=-776(LC 12), 19=-1108(LC 12) Max Grav 2=421(LC 23), 11=1670(LC 18), 19=2059(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/403, 3-4=-224/423, 4-5=-176/413, 5-6=-1774/1258, 6-7=-1780/1293, 7-8=-1780/1293, 8-9=-2543/1555, 9-11=-2675/1531 BOT CHORD 2-19=-448/254, 17-19=-1800/743, 16-17=-822/1456, 14-16=-731/1616, 12-14=-781/1670, 11-12=-1204/2289 WEBS 5-17=-2185/999, 5-16=0/466, 6-14=-147/649, 8-14=-103/301, 8-12=-362/846, 9-12=-393/497, 3-19=-314/445 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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. 8j Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=507, 11=776, 19=1108. 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. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors: This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P11 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 Ply T22303735 stSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:51:53 2020 Page 1 ID.? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-17XxLrRJ7J WKeD3y4QcBbx2sOg9EdinGl WAN81 y44wa i1-4-Q 6-0-10 8-11-0 12-11-10 19-0.0 25-4-0 31-8-0 37 8 6 45 7 8 1 4 0 6 0 10 2 10 6 4-0-10 6-0-6 6-4-0 6 4 0 6-0-6 7-11-2 1 4x6 = 6.00 12 5x6 = 6 29 2x4 11 5x6 = 3031 7 32 8 Scale = 1:84.9 so 19 16 —.--1. — Jxm = sxti = bxs II 6x12 MT20HS = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* 2-18: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 45- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.77 Vert(LL) 0.3219-26 >333 240 MT20 244/190 BC 0.85 Vert(CT) -0.51 12-14 >872 180 MT20HS 187/143 WB 0.54 Horz(CT) 0.09 11 n/a n/a Matrix -AS Weight: 247 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 WEBS 1 Row at midpt 5-17, 6-16 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift 11=-776(LC 12), 2=-505(LC 12), 19=-1110(LC 12) Max Grav 11=1655(LC 18), 2=415(LC 23), 19=2039(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/400, 3-4=-179/388, 4-5=-141/374, 5-6=-1745/1219, 6-7=-1993/1391, 7-8=-1993/1391, 8-9=-2473/1505, 9-11=-2626/1515 BOT CHORD 2-19=-447/243, 17-19=-1789/756, 16-17=-787/1367, 14-16=-767/1614, 12-14=-874/1786, 11 -1 2=-1 189/2242 WEBS 5-17=-2076/939, 5-1'6=01514, 6-14=-289/786, 7-14=-374/383, 8-14=-141/374, 8-12=-252/704, 9-12=-324/427, 3-19=-303/431 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 11=776, 2=505, 19=1110. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19J2020 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 ANSI/rPN Quality Criteria, DSB•89 and SCSI Building Component Blvd. Tampa, Parke East Safety Information6904 Parke East available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 Job P Truss Truss Type Qty Ply T22303736 2584716 A04 SPECIAL 1 1 Job Reference o tional o,-rou a 1— uu cucu nu , en Inaustrles, Inc. I ue uec zu 1-=D t:b4 zww rage 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-mJ5KYBSxK3eBGNe8e87Q89a2v4UWMADP_AwxgTy44wZ 11-4-Q 6-1-8 8-11-0 12-% 17-0-0 22-2-12 28-5-4 33-8-0 38-3-8 45 7 8 6-1-8 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 6 31 7 3233 8 34 935 36 5x6 i 3x6 530 10 3x4 11 2x4 \\ 4 37 3 1.5x8 STP = 29 0 38 4x6 = 5x6 = 18 3917 40 16 41 3x8 = 21 20 3x8 MT20HS = 3x6 = 6x12 MT20HS = 42 15 14 13 3x8 = 2x4 11 3x8 MT20HS = 45-7-8 5x8 11 Scale=1:83.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.32 21-28 >326 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 255 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 4-6-0 cc bracing: 19-21 4-21,12-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 A 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-776(LC 12), 2=-506(LC 12), 21=-1109(LC 12) Max Gram 12=1627(LC 18), 2=397(LC 23), 21=2019(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/398, 3-4=-103/365, 4-5=-104/374, 5-6=-1742/1213, 6-7=-153011169, 7-8=-2198/1458, 8-9=-2039/1365, 9-10=-2286/1437, 10-12=-2585/1490 BOT CHORD 2-21=-440/202, 19-21=-1767/755, 18-19=-758/1207, 16-18=-1041/2040, 14-16=-1129/2145, 13-14=-1171/2204, 12-13=-1171/2204 WEBS 5-19=-1927/923, 5-18=-67/587, 6-18=-234/580, 7-18=-841/484, 7-16=-47/431, 8-14=-435/285, 9-14=-341/750, 10-14=-364/315, 3-21=-301/425 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 twill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=776,2=506,21=1109. 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. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply 2584716 A05 SPECIAL 1 1 T22303737 Leference (optional) - --- - - -• • - ----- - ..—I a ,.uv vv <ucu r i —'i ubulub, 111C. r ue Vec La 13:o1:ob Lulu rage 1 ID?1YDfltmYJ1 NmupVDA3te2z4H2S-ihD4zsUBrguvVhoXIZ9uDagPRuDVgz9iRUP1 kMy44wX i1-4-Q 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35-8-0 40 11 3 45 7 8 9 4-0 5-8-2 3-3-6 6-0-8 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 6.00 12 5x6 i 28 4,�' 1.5x8 STP27 2 0 36 19 18 4x6 = 6x12 MT20HS = 5x8 = 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 37 38 16 15 3940 14 41 42 13 12 3x6 = 3x8 MT20HS = 3x6 = 3x8 = 3x8 MT20HS = Scale = 1:83.9 34 2x4 935 4x6 10 � 0 11 IrT 0 199 5x8 11 w LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.31 19-26 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 12-14 >968 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Cade FBC20201TPI2014 Matrix -AS Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-18: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 -t 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-774(LC 12), 2=-496(LC 12), 19=-1121(LC 12) Max Grav 11=1617(LC 18), 2=399(LC 23), 19=2009(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/398, 3-4=-88/317, 4-5=-181/492, 5-6=-1819/1230, 6-7=-2620/1611, 7-8=-2179/1382, 8-9=-2424/1435, 9-11=-2557/1541 BOT CHORD 2-19=-442/226, 17-19=-1801/841, 4-17=-352/393, 16-17=-769/1480, 14-16=-1246/2358, 12-14=-1348/2515, 11-12=-1237/2191 WEBS 5-17=-19531789, 5-16=-356/1109, 6-16=-866/580, 6-14=-47/408, 7-12=-675/414, 8-12=-248/748, 3-19=-276/378 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=774, 2=496, 19=1121. 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. ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekNI connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-09 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 December 29,2020 Job Truss Truss Type Qty Ply T22303738 2584716 A06 Hip 1 1 Job Reference (optional) - - ���, . ,�,,• �,•n , �n , „r, , I o.yau s rvov aU zUZU m1I eK mcusmes, Inc. I ue uec z9 1 s:o1:o/ 2UZU rage 1 ID•?1 YDfitmYJ1 NmupVDA3te2z4H2S-AunSACUpc_Om7rMjJGg7lnCbdHYcZPVrg88bHoy44wW 4 13-0-0 21-0-0 29-0-0 37-0.0 37-8 0 42-0-0 46-1-5 50-8-0 2-0- -4- 6-9-4 6-2-12 8-0-0 8-0-0 8.0-0 0-8-0 4-4-0 4-1-5 4-6-11 -4- 6.00 12 5x8 = 4 3x6 11 5x6 = 5x8 = 5x6 = 31 5 32 33 6 34 7 8 22 " 20 19 "" '" 17 16 .. 4x6 = 2x4 11 3x8 MT20HS = 5x8 = 3x6 = 6xl2 MT20HS 11 4x6 3x6 = 3x8 = 3.00 L12 6-9-4 Scale=1:93.9 c+� o m 0 11 4i N 1 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 CS1. TC 0.60 BC 0.76 WB 0.94 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.22 19-20 >999 240 -0.38 19-20 >999 180 0.09 16 n/a n/a PLATES MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 7-16: 2x4 SP No.3 2-11-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19, 6-14 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-823(LC 12). 16=-1270(LC 12), 11=-244(LC 12) Max Grav 2=1601(LC 17), 16=2598(LC 18), 11=376(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2814/1434, 3-4=-2174/1204, 4-5=-1877/1168, 5-6=-187711168, 6-7=-392/964, 7-8=-408/967, 8-9=-504/1057, 9-10=-362/583, 10-11=-357/296 BOT CHORD 2-22=1102/2674, 20-22=-1104/2669, 19-20=-675/2038, 17-19=-238/1115, 14-16=-2462/1430, 7-14=-489/520, 13-14=-483/608, 11-13=-258/341 WEBS 3-22=0/260, 3-20=-736/494, 4-20=-151/645, 5-19=-465/480, 6-19=-597/1136, 14-17=-275/1090, 6-14=-2248/1257, 8-14=-394/185, 9-14=-682/370, 9-13=0/351, 10-13=-659/529 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8j Bearing at joint(s) 11 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=823, 16=1270, 11=244. 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. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1012020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Type Qty Ply T22303739 2584716 A07 SPECIAL 1 1 LbTruss Reference (optional) ... __ 1.._... _..r, . _„ . 1—. 1.. 0,v s I— oU ZUZU mi i eK maustries, Inc. I ue uec z9 1J:b1:b6 2U20 Page 1 ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-e4LgOYVRNl8dk?xwtzCMI?InBhg8ls5?uou8pFy44wV 1 4- 5-11-14 11-0-0 16-7-1 24.0-0 31-4A5 37-0-0 39-8-0 44-8-11 50-8-0 2-0- -4- 5-11-14 5.0-2 7-4-15 7-4-15 5-7-1 2-8-0 5-0-11 5-11-5 -4- 6.00 12 a� O 5x6 = 4 3x6 = 5x6 = 3x6 = 3x4 5x6 II = 31 5 6 32 33 7 34 8 9 Y2 2120 37 38 19 39 40 18 17 41 42 1 i s 13-6-8 —i 46 = 2x4 11 3x8 MT20HS = 3x6 = 3x6 = 6x8 = 3.00112 46 3x8 = 3x8 MT20HS = 4 Scale = 1:89.0 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 0.55 BC 1.00 WB 0.92 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefi L/d -0.26 19-21 >999 240 -0.46 19-21 >958 180 0.12 16 n/a n/a PLATES MT20 MT20HS Weight: 266 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=-254(LC 10) Max Uplift 2=-898(LC 12), 11=-445(LC 12), 16=-993(LC 12) Max Grav 2=1678(LC 17), 11=682(LC 18), 16=2182(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3027/1673, 3-4=-2530/1485, 4-5=-2251/1426, 5-6=-2561/1559, 6-7=-1742/1158, 7-8=-80/301, 9-10=-886/550, 10-11 =-1 351/929 BOT CHORD 2-22=-1343/2840, 21-22=-1343/2840, 19-21=-1213/2658, 17-19=-1096/2381, 16-17=-537/1255, 14-16=-774/464, 8-14=-248/274, 11-13=-727/1228 WEBS 3-21=-591/429, 4-21=-344/865, 5-21=-566/339, 6-19=-59/445, 6-17=-906/591, 7-17=-402/1211, 7-16=-1897/982, 9-14=-621/363, 9-13=-277/800, 10-13=-514/553 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0, Exterior(2R) 39-8-0 to 43-8-0, Interior(1) 43-8-0 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=898, 11=445, 16=993. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum y sheetrock be applied directly to the bottom chord. December 29,2020 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply 2584716 A08 SPECIAL 1 J1JOb T22303740 Ri,ilrio c Fire/Cm,...e lDl�nr /`H., Ei � Reference o tional - - - -- 6.4m s NOV 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:00 2020 Pagel ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-aTSbpEXivvPL__I51_OEgNQg6pVYVmoXIM6NFt7y44wT 1 4- 6 4-1 9-0-0 16-2-14 23.0-0 29-9-2 37-0-0 41-8.0 44-8-8 50-8 0 2-0- -4--15 7-2-14 6-9-2 6-9-2 7-2-14 4-8-0 3.0-8 5-11-8 11-4-1? 5x6 = 3x6 = 5x6 = 5x6 = 6.00 12 2x4 4 30 31 5 6 32 33 7 O Scale =1:89.0 3x4 11 = 8 34 35 9 5x6 4x6 = 3x8 MT20HS = 3x6 = 3x8 =3x6 = 6x8 = V 4x6 Zz 3x8 = 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.31 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 19-21 >858 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 250 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,15-18: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-3-8 Max Horz 2=213(LC 1.1) Max Uplift 2=-888(LC 12), l l=-417(LC 12), 16=-1033(LC 12) Max Grav 2=1419(LC 21), 11=573(LC 18), 16=1948(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2515/1640, 3-4=-2326/1551, 4-5=-2070/1448, 5-6=-2686/1785, 6-7=-2037/1389, 9-10=-708/497, 10-11=-11121839 BOT CHORD 2-21=-1301/2207, 19-21 =-1 50912690, 17-19=-1377/2524, 16-17=-867/1645, 14-16=-771/550, 8-14=-377/407,13-14=-112/471, 11-13=-636/975 WEBS 3-21=-296/364, 4-21=-421/783, 5-21 =-81 5/523, 6-19=-65/271, 6-17=-721/525, 7-17=-323/825, 7-16=-2025/1212, 9-14=-725/420, 9-13=-203/492, 10-13=-416/491 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 41-8-0, Exterior(2R) 41-8-0 to 45-8-0, Interior(1) 45-8-0 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=888, 11=417, 16=1033. 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. December 29,2020 ® 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 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 A/� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M1Te l.Il• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Type Qty Ply T T22303741 2584716 SPECIAL 1 2 Job Referenceo (optional) Hers nrarouurce tnant City, FL), Plant city, FL - aabbr, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:02 2020 Page 1 ID:? 1 YDfitmYJ 1 NmupVDA3te2z4H2S-XraLEwYyRWf3DcFh6pGISrwP01DAEikbpQsMyOy44wR 1-4- 7-0-0 12-1-3 17-0-s 22-0-1 21111 31-10-13 37-0-0 40-2-4 a3- -0 sa8-o z-a -0-05-1-3 4-11-7 4-11-7 4-11-7 4-11-7 6-1-3 3-2-4 1112 7-0-0 -0-0 5x8 = 6.00 12 3x6 = 5x6 = 2x4 II 3x6 = 5x6 = 4x6 = 5x8 3 30 4 5 6 31 7 8 9 32 10 6 4x6 = 2x4 11 5x6 = 3x6 = 3x8 = 3x6 = 4x6 = 4x10 MT20HS 11 3x8 MT20HS = 3.00 L12 4x6 Scale = 1:89.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.58 20-21 >765 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.59 20-21 >747 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.14 16 n/a n/a BCDL 10.0 Cade FBC2020rrP12014 Matrix -MS Weight: 511 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. Except: WEBS 2x4 SP No.3 4-1-0 oc bracing: 14-16 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=172(LC 6) Max Uplift 2=-1970(LC 8), 16=-2945(LC 8), 11=-627(LC 8) Max Grav 2=3280(LC 13), 16=5076(LC 13), 11=977(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6574/3796, 3-4=-7865/4764, 4-5=-8617/5278, 5-6=-8118/5042, 6-7=-8118/5042, 7-8=-6424/4059, 8-9=-3494/2295, 9-10=-349/1029, 10-11=-2608/1345 BOT CHORD 2-23=-3196/5912, 22-23=-3209/5952, 21-22=-4537/7999, 20-21=-5016/8699, 18-20=-3778/6465, 17-18=-2133/3656, 16-17=-589/349, 14-16=-5022/3037, 9-14=-3957/2650, 13-14=-1073/2429, 11-13=-1048/2312 WEBS 3-23=-307/985, 3-22=-157312554, 4-22=-1284/1053, 4-21=-567/903, 5-21=-319/457, 5-20=-634/351, 6-20=-656/642, 7-20=-1210/2123, 7-18=-1932/1372, 8-18=-2061/3519, 8-17=-2646/1795, 9-17=-2910/5012, 10-14=-3495/1712, 10-13=-483/1475 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 13-10 2x4 - 1 row at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7; All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSIrrPI 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=1970, 16=2945, 11=627. 04tfairddwvp.*l9p end with 7-0-0 end setback. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N9/2020 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 Mi l4 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 ANSIITPI1 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 December 29,2020 Job Truss Type Qty PlyT22303741 2584716 TAOUI SPECIAL 1 Job Reference o tional —r' ' '"'• `" Y' o.93V s niov 3U LULU mi I eK Inaustrles, Inc. I Lie VeC 29 13:52:02 2020 Page 2 NOTES - ID:? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-XraLEwYyRWf3DcFh6pGISrwP01DAEikbpQsMyOy44wR A 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 43-5-0, and 802 lb down and 391 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: 1-3=-54, 3-10=-112(F=-58), 10-12=-54, 23-24=-20, 16-23=-42(F=-22), 15-16=-42(F=-22), 13-14=-42(F=-22), 13-27=-20 Concentrated Loads (lb) Vert: 13=-475(F) 23=-475(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® wnnectors. 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 ANSIfrP/f Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22303742 2584716 A10 SPECIAL 2 1 Job Reference (optional) ounue,o nrmauurce triant c.ny, r�i, Plant City, FL - 33067, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:08 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-L?xcUzdjl MPCxXirS4Nii6ASdjJnePeTCMJgAfy44wL 1-4-0 6-1-8 143-12 21-0-0 29-8-0 33-0-0 38-3-6 44-0-0 1-068.1-8 8-2-4 6.8-0 8-8-0 3-8-0 411-8 6b10 a 6.00 12 7x10 = 28 2930 6x8 = 3x4 = 14 Scale=1:79.1 3x6 = 3x8 MT20HS 11 2x4 11 5x8 = 4x6 11 63-8 6.1.8 6-2re 14-3-12 21-0-0 27-3-11 33-4-0 3 -3 (11-4(11-46 4q-q-0 6-1-8 0-4-0 8-0-4 63-11 a-0S 411-0 a-0-10 1 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 0.68 BC 0.72 WB 0.85 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.18 14 >999 240 Vert(CT) -0.28 15-16 >999 180 Horz(CT) 0.11 11 n/a n/a PLATES MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-9-0 cc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-19, 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12). 11=-773(LC 12) Max Grav 2=275(LC 23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/409, 3-5=-2415/1349, 5-6=-2033/1322, 6-7=-1830/1264, 7-8=-2323/1479, 8-9=-2313/1352, 9-1 0=-1 639/904, 10-11 =-1 618/943 BOT CHORD 20-22=-2019/1118, 3-20=-187211162, 19-20=-216/333, 18-19=-1101/2276, 16-18=-830/1902, 15-16=-793/1775, 8-15=-220/299 WEBS 3-19=-892/1959, 5-18=-482/343, 6-18=-136/537, 7-16=-56/339, 7-15=-322/649, 12-15=-727/1539, 9-15=-298/848, 9-12=-11461729, 10-12=-755/1535 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(21R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=303,22=1113,11=773. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1TPl! Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 DE Job Truss Truss Type Qty Ply 2584716 A11 SPECIAL 1 1 T22303743 Ruildars Fircf.Snnrco /Plant f`ifv FI 1 DhN Pit" FI _ zzca1 Job Reference o tional - - • - +-.•-••• --••n -- ... o.vou s Ivuv ou 2020 MI I ex Industries, Inc. I ue Dec 29 13:b2:1 U 2UZU Page 1 ID:?l YDfItmYJ1 NmupVDA3te2z4H2S-103NvfezY—fwBrsDaVPAnXFolXxl6lgmffon EYy44wJ 11-4-9 4-1-14 5-8-0 9-7-13 14-2.1 19-0-0 26-3-5 31-8-0 33-4-0 38-3-12 44-4 0 1 i-4-u 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-11 81 0 4-11-12 6-0-4 Scale = 1:80.8 5x8 = - 2x4 II 5x6 = 6.00 12 7 3132 8 33 9 2x4 II 3x6 i 10 8x14 MT20HS 8 30 34 3x4 11 5 35 2x4 II 5x6 o 5x12 i 4 12 ,n 3 1.5x8 STP = 29 - °? 3 2 22 21 20 18 17 6x8 `Q q 1 19 36 37 38 N o 0x16 MT20HS = 3x4 = 4x6 = 3x8 = 25 24 2x4 II 3x4 = 39 16 15 14 13 3x6 = 8x8 = 2x4 II 5x8 = 4x6 II 6-4-11 9-7-13 14-2-1 19-0-0 26-3-5 33.4-0 38-3-12 44-4-0 6 4-11 3-3-2 4-6-4 4-9-15 7-3-5 7-0-11 4-11-12 6 0 4 Plate Offsets (X,Y)— [3.0-4-0 0-1-12] [7:0-5-8 0-2-4] [9.0-3-0 0-2-0] [13:Edge 0-3-8] [17.0-2-12 0-2-12] [23.0-6-8 Edge], [25.0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.77 24 >684 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.91 Vert(CT) -1.00 24 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.55 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural woad sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except' 5-10-0 oc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except' WEBS 1 Row at micipt 5-21, 6-20, 7-18, 11-14 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906, 7-8=-2792/1774, 8-9=-2792/1774, 9-10=-2736/1732, 10-11=-2745/1618, 11 -1 2=-1 881/1060, 12-13=-1849/1092 BOT CHORD 2-25=-1931/3736, 23-25=-1632/3275, 22-23=-2847/5663, 21-22=-2848/5670, 20-21=-1954/3939, 18-20=-1396/3009, 17-18=-1103/2360, 10-17=-192/305 WEBS 3-25=-4576/2423, 3-23=-4375/8505, 5-23=-2316/4509, 5-22=-32/315, 5-21=-2035/1051, 6-21=-482/1179, 6-20=-1371/815, 7-20=-516/1257, 8-18=-391/417, 9-18=-443/913, 9-17=-283/582, 14-17=-871/1787, 11-17=-416/1141, 11-14=-1367/865, 12-14=-919/1786 NOTES- 1) Unbalanced roof live loads have been considered for this design. ♦ r •.• •••,1i 0 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(21R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Extedor(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 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'�i to the use of this truss component. @, 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. P1 f 6� This truss has been designed fora 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 between t ✓✓� . -l� • �' • •, t the bottom d any 8 Prlovide d bnothers otherigh Bate joints mechanical connection truss to bearing capable of withstanding 100 lb uplift at except t—Ib (Y )P P 9 P 1 () P il— ) e 2=1018, 13=907. 4VakerR Flntl PE�NO �283$n 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 ., N1ff6kl1S IttC FL'C8r(663' sheetrock be applied directly to the bottom chord. 890d Parke �asf RI.v f" amnA R December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job ' Truss Type Qty Ply 2584716 �Al2 SPECIAL 1 1 T22303744 Lobference a„u.ra Fir fS., a rDi., (optional) cc % ,an amity, , ��, P,an a .,try, FL - oaoor, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:12 2020 Page 1 ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-Em B7KKg D4bveQ80chwSesyK9 WKeBaBO36zHuJRy44wH T1.4, 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38 9 0 44 4 0 Y 4 0 6 7 12 5-3 4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 Scale=1:79.6 5x6 = Sx6 = 3x4 = 85x6 = 6.00 12 5 28 29 6 30 7 31 32 12-14Z0 21 3x4 = 14 13 12 11 3x6 = 5x8 = 2x4 II 2x4 II 5x8 = 06 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11 =-901 (LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.62 Vert(LL) 0.48 20 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.70 16-18 >762 180 MT20HS 187/143 WB 0.99 Horz(CT) 0.32 11 rile n/a Matrix -AS Weight: 287 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 19-21, 13-15 WEBS 1 Row at midpt 4-18, 6-18, 7-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3884/1921, 3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902, 7-8=-2425/1484, 8-9=-2764/1597, 9-10=-1825/1019, 10-11=-1861/1082 BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-18=1644/3429, 15-16=-1507/3103, 8-15=-401/1014 WEBS 3-22=-11661761, 19-22=-1923/3797, 3-19=-464/1008, 4-18=-16311937, 5-18=-572/1352, 6-18=-394/182, 7-16=-123/593, 7-15=-1040/590, 9-12=-1394/864, 10-12=-918/1779, 9-15=-422/1195, 12-15=-829/1744 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1)12-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1012, 11=901. 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. i December 29,2020 ® 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 MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303745 2584716 A13 SPECIAL 1 1 -^--- Job Reference (optional) -- --- ----- -- •-• •• -••, • -, v 0.40U s rvuv ou ZU4U Iva I eK mauslrles, Inc. I ue uec z9 l3:bz:l b zuzu Pagel ID:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-eLsGyMi6N W IDHcIBM2?LUayeOYfwnZsVpxWvmy44wE T1-4-9 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-1-0 35-8-0 40-4-6 44-4 0 1-4-u' 6-7-12 5-3-4 3-1-0 6-3-10 5-8-5 6.0-1 2-8-0 4-8-6 3-11-11 M O 5x6 = 6.00 12 23 22 " 3x6 = 5x8 = 2x4 II 6x12 MT20HS = 5x6 = 3x4 = 2x4 II 6x8 = 29 6 30 7 31 8 9 15 14 13 3x4 11 6x8 = at 36 12 6x12 MT20HS = Scale = 1:82.3 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 FBC2020rrP12014 CS1. TC 0.73 BC 0.94 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.52 21 >999 240 -0.84 17-19 >631 180 0.38 12 n/a We PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22 20-23,9-16: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=2068(LC 17), 12=1947(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7=-3885/2175, 7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233 BOT CHORD 2-23=-1836/3557, 4-20=-534/1187, 19-20=-2289/4507, 17-19=-1970/3968, 16-17=-1864/3732, 8-16=-250/303, 12-13=-710/1261 WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551, 6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, 9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(21R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(21R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1014, 12=907. 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. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sa/ey/nformadon available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 Job Truss Truss Type Qty Ply T22303746 2584716 1 1 - - -A14 -.1 _. . -1. _.SPECIAL Job Reference (optional) --..__. _ ...-.__-.-- ..._... _..,, . _„ ..,.,„ .,,.,, • ����, , o,ou a rvuv ou cucu MI I etc inuumnes, Inc. I ue uec zB 1=z:1 7 2U2U Vage 1 ID:?1YDfI1mYJ1NmupVDA3te2z4H2S-bk_ON2kMv7YwWvuZUT1pZ?lyWLKYFSBoGF_f ey44wC 11 4-q 6-10-5 I 11-11-0 13-0-0 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 8-10-5 5 -0-11 -1 4-4-0 6-8-0 6.00 12 5x6 = 2x4 11 4 5 2x4 II 5x6 = 4x6 = 29 6 30 31 7 32 8 6x8 = 9 Scale = 1:80.2 23 22 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 II 2x4 II 2x4 II. 5x8 = 3x6 II 0-5 37-8-0 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 CS1. TC 0.86 BC 0.93 WB 0.96 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.66 17-19 >798 240 -0.82 19-20 >647 180 0.37 11 n/a n/a PLATES MT20 MT20HS Weight: 279 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947, 3-4=-4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7=-4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 9-10=-1681/1126, 10-11=-1573/1114 BOT CHORD 2-23=-184712813, 19-20=-2066/3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 8-15=-914/664 WEBS 3-23=-1014/805, 20-23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931, 6-19=-371/403, 7-17=-479/435,8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288, 9-12=-1250/895, 10-12=-923/1533 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Extedor(2R) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-2-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=1020,11=923. 9) 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE, • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP1f 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 T22303747 2584716 A15 MONO HIP 1 1 Job Reference (optional) ...-.------ .._... _... _„ ..,..., ,,..,.,.,.... , o.�ou a i.uv ou cuzu rvu i eK muustries, mc. t ue uec za 1i=z:ta zuzu rage 1 ID;? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-X76moklcRkoemD2ybu4HfQ7MT9? WjOX5jZT12Xy44wA r1 4-Q 6 4 4 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44-4 0 6-4-4 4-7-12 5-7-12 7.4-15 7-2-10 7-4-15 5-7-13 Scale = 1:77.3 5x6 = 3x4 = 5x6 = a nn 4 5 23 6 24 5x6 = 725 4x6 = 2x4 11 8 26 9 17 16 ._ _. _.. ., .... ,� �c i i oa .w 10 3x6 = 2x4 11 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11 -1 3=-1 654/3139, 10-11 =-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11 =-1 268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 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 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=941, 2=1015. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 ANS117PN Quality Criteria, DSB-89 and BCSI Building Component 6g04 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk 3ast Job Truss Truss Type Qty Ply T22303748 2584716 A16 MONO HIP 1 1 Job Reference (optional) -- --- --•------ •-• •• ••„ • -r, . �w o.— s rvuv au cu[u An I eK Inausines, Inc. I ue Uec 29 13:5'L:'L5 2U2U Nage 1 Ib:?1YDfitmYJ1NmupVDA3te2z4H2S-MHT22ngNOaYoU8V6y8BhuhNKJa6U73sz6Vw4GAy44w4 r1 4-0 6-4-1 9-0-0 15 4-15 22-5-11 30-10-5 37-11-2 44-4 0 1-4-0' 6-4-1 2-7-15 6-4-15 7-0-13 8.4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.0o 12 \ 4 22 235 24 6 25 7 26 m 0 4x6 = Scale=1:77.3 3x6 = 3x4 II 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TIC 0.81 BC 0.74 WB 0.98 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.58 13-14 >912 240 Vert(CT) -0.74 13-14 >715 180 Horz(CT) 0.20 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 228 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-295511804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13=-233/573, 7-11 =-1 194/837, 8-11=-550/1186, 8-10=-2379/1455 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 to 14-7-14, Intedor(1) 14-7-14 to 44-2-4 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=934, 2=1023. c9 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. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.• Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-09 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 2584716 A17 Half Hip Girder 1 T22303749 Job Reference (optional) - -' - -+ -+ ' '_"' - + - ----• vn en --u—, ills. 1 ue uec Ge IJ:0Z:3L 2U2U rage 1 I D:?1 YDfltmYJ1 Nm upVDA3te2z4H2S-edOh WAvmNkRopDYSs6pKgA9a00coGJX?j47x?Gy44vz r1-4-Q 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41 50 44-4 0 1 4 0 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0 Scale = 1:77.3 6x8 = 6.00 12 7x10 = 7x10 = 2x4 II 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 9 36 37 10 38 1139 19 40 41 18 42 43 44 17 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC20201rPj2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOTCHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 Weight: 591 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- 1) 2-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,O oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7� All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=2052, 2=1875. Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 December 29,2020 M!Tek` 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty ply 2584716 A17 Half Hip Girder 1 2 Job Reference o tional T22303749 ----- .-------'. •-•- - 11 • -11 • -.• -1'. - o.yau s rvov ou zuzu mi I eK inoustnes, Inc. I ue oec 29 13:52:32 2020 Page 2 NOTES - I D:?1 YDfItmYJ1 Nm upVDA3te2z4H2S-edOh WAvmNkRopDYSs6pKgA9a00coGJX?j47x?Gy44vz .11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12,.66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91 (B) 1 1=-145(B) 12=-61(B) 19=-323(B) 5=-91(13) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(13) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=41(B) 45=-41(13) 46=-41(B) 47=-41(B) 48=-41(B) 49=41(B) 50=41(13) 51=41(B) 52=41(B) 53=-41(13) 54=-41(13) 55=-41(13) ......... _.- ......... ... - - - ------ ----------- ....... - --- - - -- --- ------ �� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® 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 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/TPl1 Quality Criteria, DSE-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job - Truss Truss Type Qly Ply 2584716 B01 Roof Special 1 1 Job Reference (optional) T22303750 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:34 2020 Page 1 ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-b? WRxsxOvLh W3Xiq_XrolbFrZCAtkCElAOc23gy44vx 1 4-0 6-6-8 7-10-7 9-0-0 15-0-0 21-6-12 28-8-0 30-0-0 1-4-0 6-6-8 1-3-15 1-1-9 6-0-0 6-6-12 7-1-4 1-4-0 Scale = 1:52.9 5x6 = 5 3x4 = 3x4 = 3x4 = 46 = 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.34 9-11 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.57 9-11 >603 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 140 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 WEBS 1 Row at midpt 5-11 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1311(LC 17), 7=1311(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2158/1814, 3-4=-1949/1770, 4-5=-2271/2001, 5-6=-1948/1681, 6-7=-2126/1746 BOT CHORD 2-12=-1410/2094, 11-12=-1600/2350, 9-11=-726/1344, 7-9=-1348/1844 WEBS 3-12=-530/732, 5-11=-871/1197, 5-9=-518/919, 6-9=-445/652, 4-12=-685/510, 4-11=-642/862 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-6-8, Comer(3E) 6-6-8 to 7-10-7, Exterior(2N) 7-10-7 to 15-0-0, Comer(3R) 15-0-0 to 19-0-0, Exterior(2N) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,7=711. 8) 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. December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A j�1Te l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �m 1l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty PlyT22303751 T 2584716 SPECIAL 1 1 Job Reference (optional) U. U615 f'1J1OUu1G tMd- l !Ly, rLl, r rani C;iiy, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:36 2020 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-X0eCMYzHQzxEIgrD5ytGrOKCo0oUC6Zbei5982y44vv 1 4-0 4-6-8 5-10 15-0-0 21-6-12 28-8-0 30-0.0 1-4-0 4-6-8 1-3-15 3-1-9 6-0-0 6-6-12 7-14 Scale=1:52.9 5x6 = 3x4 = 3x4 = 5x8 = 4x6 = 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.41 10-12 >840 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT) -0.6710-12 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-11: 2x4 SP No.1 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1310(LC 17), 8=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-227011915, 3-4=-2068/1830, 4-5=-2265/1870, 5-6=-2372/2134, 6-7=-1949/1673, 7-8=-2127/1740 BOT CHORD 2-13=-1548/2212, 12-13=-1848/2613, 10-12=-710/1340, 8-1 0=-1 345/1845 WEBS 3-13=-519/786, 4-13=-801/595, 4-12=-499/577, 5-12=-364/542, 6-12=-1027/1327, 6-10=-527/930, 7-10=-447/667 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 4-6-8, Comer(3E) 4-6-8 to 5-10-7, Exterior(2N) 5-10-7 to 15-0-0, Corner(3R) 15-0-0 to 19-0-0, Exterior(2N) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,8=711. 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. XR! '22:838 03 December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303752 2584716 B03 SPECIAL 1 1 Lb ---_ Reference (optional) �GUNZ t a1n . Ry, FL), ridrn i Ity, FL - 33567, 8.43U s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:38 2020 Page 1 ID.? 1 YDfltmYJ1 NmupVDA3te2z4H2S-TnlynD_XyaByY87cDNwkwRPbBpW Rg?l u5OaGCwy44vt -1-4-0 2-6-8 3-10-7 9-0-0 15-M 20-2-0 25-6-8 1-0-0 2-6-8 1-3-15 5-1-9 - 6-0-0 5-2-0 51-8 06 = 4X6 = 9 1.5x8 STP = 3x6 11 5x8 — 3x4 =3x4 = 6x8 — 3x6 = 3x4 = Scale=1:50.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 10-12 >975 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.53 10-12 >574 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 9-11: 2x4 SP No.1, 11-13: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12, 7-9 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=269(LC 7) Max Uplift 2=-869(LC 8), 9=-546(LC 8) Max Grav 2=1610(LC 13), 9=1103(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2856/1341, 3-4=-3050/1511, 4-5=-2130/1013, 5-6=-2213/1222, 6-7=-1350/800 BOT CHORD 2-15=-1243/2717, 14-15=-1276/2808, 12-14=-1584/3306, 10-12=-399/1066, 9-10=-518/1118 WEBS 3-15=-283/777, 3-14=-372/592, 4-14=-777/437, 4-12=-1314/750, 5-12=-411/440, 6-12=-685/1468, 6-10=-118/442, 7-9=-1387/623 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=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=869, 9=546. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 259 lb up at 1-9-4 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, 6-8=-54, 2-9=-20 Concentrated Loads (lb) Vert: 18=-429(F) December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP11 Quality Criteria, DS13-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Jruss T22303753 2584716 04 Roof Special 1 1 Job Reference o liana( (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:39 2020 Page 1 ID:h?UJ39bKdH6XmDM3kQeUTZz22Ll-xzJK_Z?9juJp9laom5RzSeyjSDIQPSz1 KgJpIMy44vs Or4�7 6-9-3 7-8-2 13-2-0 18-7-6 _ _ 23.8-8 0-4-7 6-4-12 0-10-14 5-5-14 ' 5-5-7 5-1-2 46 = JX4 — 6x8 = Scale = 1:45.7 7-8-2 3-0-11 t 4-10-8 8-1-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.24 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.50 9-11 >563 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=0-2-8 Max Horz 1=333(LC 11) Max Uplift 1=-489(LC 12), 6=-491(LC 12) Max Grav 1=871(LC 1), 6=869(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1326/1313, 2-3=-109711223, 3-4=-969/1099, 5-6=-198/342 BOT CHORD 1-9=-1056/1193, 7-9=-542/760, 6-7=-843/830 WEBS 3-9=-520/551, 4-7=-1421372, 4-6=-965/965, 2-9=-423/675 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-12 to 4-0-12, Exterior(2N) 4-0-12 to 13-2-0, Comer(3R) 13-2-0 to 17-2-0, Extedor(2N) 17-2-0 to 23-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate.capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=489, 6=491. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE. USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qry ply T22303754 2584716 B05 SPECIAL 1 1 Job Reference (optional) m uurcn tram Uiy, FL), Piani City, FL - 33067, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:41 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-uMR5PFOQFVZXPckBuVTRY312P1YUtRcKn_owpFy44vq 1 4-0 6-8-13 8-6-8 9-10-7 12-1-3 14-3-15 17-10-12 23-0-2 28-8-0 30-0-0 1-4-0 6-8-13 1-9-11 1-3-15 2-2-12 2-2-12 3-6-13 5-1-6 5-7-14 1-4-0 5x6 = 5x6 = 2x4 II 17-10-12 Scale = 1:53.2 cn 0 m Iv 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 0.86 Vert(LL) 0.31 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 16-18 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 13 n/a nla BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 146 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.2 `Except' 3-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-711(LC 12). 13=-711(LC 12) Max Grav 2=1325(LC 17). 13=1328(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2164/1872, 3-4=-2044/1863, 4-5=-1816/1700, 5-6=-1725/1632, 6-7=-1423/1442, 7-8=-181/344, 8-9=-218/420, 9-10=-168/372, 10-11=-1428/1475, 11-12=-1773/1590, 12-13=-2319/1867, 7-10=-1924/1777 BOT CHORD 2-19=-1464/2096, 18-19=-1275/1968, 16-18=-980/1599, 15-16=-1489/2021, 13-15=-1487/2027 WEBS 4-19=-360/583, 5-18=-807/646, 6-18=-434/725, 11-16=-272/567, 12-16=-717/633, 3-19=-264/388 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 8-6-8, Comer(3E) 8-6-8 to 9-10-7, Exterior(2N) 9-10-7 to 14-3-15, Corner(3E) 14-3-15 to 15-8-0, Corner(3R) 15-8-0 to 19-8-0, Extedor(2N) 19-8-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3x4 MT20 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. &) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 13=71 1. 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. .10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 raw. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303755 2584716 B06 SPECIAL 1 1 Job Reference (optional) ouuuers rnslouurue Odnl City, FL), Plant city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:47 2020 Page 1 12-3.15 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-iVoMgl5ArLKg7XBKEmarnKH8kRc1 H47CAwFE1 vy44vk 10-6-8 11-10-7 17-8-0 22-10-12 2&8-0 30.0.0 1-0-0 5-6-8 5-0-0 1315 -5- 5-0-1 5-2-121-4-0 Scale = 1:51.9 5x6 = 6x8 = 6x8 0 6 Iv 0 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 3x6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.30 10-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.60 10-19 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except` 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-250(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1328(LC 17), 8=1337(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2333/1797, 3-4=-2387/2071, 4-5=-1594/1439, 5-6=-1593/1442, 6-7=-1804/1494, 7-8=-2188/1820 BOT CHORD 2-13=-1431/2209, 12-13=-936/1644, 10-12=-918/1628, 8-10=-1415/1928 WEBS 3-13=-341/569, 4-13=-723/825, 4-12=-300/526, 6-10=-207/595, 7-10=-503/595, 5-12=-356/324 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 10-6-8, Comer(3R) 10-6-8 to 14-6-8, Exterior(2N) 14-6-8 to 17-8-0, Corner(3R) 17-8-0 to 21-8-0, Exterior(2N) 21-8-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 mrnectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPll 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 Oty Ply 2584716 B07 HIP 1 1 T22303756 Ruilrtc c FirefCn a loi n..r rfe,, n � Job Reference o tional -- - - - --- -- - •� • -n 4^• Y. 8.430 s Nov 3u 20zu Mi I eK Industries, Inc. Tue Dec 29 13:52:49 2020 Page 1 ID:? 1 YDfltmYJ 1 NmupV DA3te2z4H2S-fuw65_7RNyaOMgLjMBcJsIMW4FFxl4HVdEkL5ny44vi 1 4-0 6-3-5 9.0-0 14 4-0 19-8-0 22-6-6 28-8-0 30-0-0 1 4-0 6-3-5 2-8-11 54-0 2-10-6 6-1-10 1 4-0 Scale=1:51.5 4x6 = 3x4 = 4x6 = t 19 5 20 6 3x6 = 3x8 = 3x4 = 3x8 = 3x4 = 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 ]nor YES Code FBC2020/TP12014 CSI. TC 0.50 BC 0.94 WS 0.31 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.22 10-12 >999 240 -0.46 10-12 >751 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 137 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, 8=0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1892/1403, 3-4=-1691/1301, 4-5=-1484/1204, 5-6=-1484/1204, 6-7=-1691/1300, 7-8=-189311403 BOT CHORD 2-12=1073/1659, 10-12=-1053/1671, 8-10=-1082/1654 WEBS 4-12=-373/571,5-12=-334/307, 5-1 0=-334/307, 6-1 0=-372/571, 3-12=-326/389, 7-10=-327/388 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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=711,8=711. 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. December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPN 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 Jab Truss Truss Type Qty Ply T22303757 2584716 B08 HIP 1 1 Job Reference (optional) lers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:51 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-bH2tWg8huag6b8V6TcenyASlk3z9DlNo4YDSAgy44vg -1-4-0 3-11-4 7-0-0 11-10-11 16-9-5 21-8-0 24-8-12 28-8-0 30-0-0 1 4-0 3-11.4 3-0-12 4-10-11 4-10-11 4-10-11 33-11 4 1 4-0 r- 6x12 MT20HS = Scale = 1:51.5 6x12 MT20HS = 3x4 = 3x4 = f 23 5 6 24 25 7 4x6 = 3x4 = 6x8 = 4x10 MT20HS = 6x8 = 3x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1177(LC 8), 9=-1731(LC 8) Max Grav 2=1690(LC 1), 9=2353(LC 2) 3x4 = CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.87 Vert(LL) 0.4512-14 >756 240 MT20 244/190 BC 0.83 Vert(CT) -0.46 12-14 >745 180 MT20HS 187/143 WB 0.72 Horz(CT) 0.15 9 n/a n/a Matrix -MS Weight: 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-6-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3217/2156, 3-4=-3030/2059, 4-5=-3453/2447, 5-6=-4441/3145, 6-7=-5041/3579, 7-8=-4590/3278, 8-9=-4721/3355 BOT CHORD 2-16=-1780/2899, 15-16=-1608/2711, 14-15=-2557/3958, 12-14=-3212/4855, 11-12=-2714/4110, 9-11=-2845/4183 WEBS 4-16=-25/267, 4-15=-895/1253, 5-15=-1050/819, 5-14=-561/853, 6-14=-730/632, 6-12=-239/404, 7-12=-970/1914, 7-11=-250/627 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1177, 9=1731. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 147 lb up at 19-6-15, and 114 lb down and 202 lb up at 21-8-0 on top chord, and 1723 lb down and 972 lb up at 18-8-12, and 66 lb down at 19-6-15, and 390 lb down and 252 lb up at 21-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 0 A Iv 0 December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1012020 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 chard 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 ANS17rP11 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 T22303757 2584716 B08 HIP 1 1 Job Reference (optional) •------ —• •• -•v• -n ..,,r, o.you s rvov ou zuzu ml I eK inaustries, Inc. I ue uec 29 13:52:51 2020 Page 2 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-bH2tWg8huag6b8V6TcenyASlk3z9DtNo4YDSAgy44vg • LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 17-20=-20 Concentrated Loads (lb) Vert: 12=-1610(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Make) 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/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Ply FC'1U �Qty T22303758 2584716 Jack -Open 11 1 Job Reference o tional ousueis rustbuuwue tridnt Amy, FL), Plant city, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:53 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-Xf9dxMAxQB4grSeUb1 hF1 bXEtsrghy35YsiYEZy44ve -1-4-0 0-1-4 1-4-0 0-11-4 Scale = 1:7.6 1-1 -4 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=226. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MTeW connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply TCr1uA T22303759 2584716 JACK -OPEN 1 1 Job Reference (optional) s FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:52:54 2020 Page 1 I D:lwO21 XC_HmZ6QV2eJF3BG5zTVtg-?sj?8iBZBVCgSbDh9kCUZp4TTGBYQPJEn WS6n?y44vd 0-11-4 0-11-4 Scale = 1:6.9 date uttsets (X,Y)-- 11:0-1-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) 1, 2, 3. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611.9/2020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply ]Truss T22303760 2584716 C1 P JACK -OPEN 4 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:01 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-ICefc5GyYe4hogG13ig7LHsbs5ZUYa2GO5e_W5y44vW -14-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except T=lb) 2=246. December 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard 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 ANSI7TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2584716 C1V Jack -Open 2 1 T22303761 Job Reference (optional) aF. sAju s Nov ju 2U2U MiTek Industries, Inc. Tue Dec 29 13:53:03 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-Eam P1 nHD4GLP2_PPA7sbRixyMuFBOUXZrP74bzy44vU -1-4-0 0-11-4 1-4-0 0-11:4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hbrz 2=91(LC 12) Max Uplift 3=-4(LC 9). 2=-210(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12). 2=158(LC 1). 4=41(LC 12) 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(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 Qt=lb) 2=210. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty PlyT22303762 T 2584716 JACK -OPEN 9 1 Job Reference (optional) j,, 6rS „5wUw Uc tFranr �!ry, r�1, Uny, FL - 33567, 6.43U s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:04 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx jnKnE6lrgZTGf8_ckrNgzvU75laClxnj43te7Qy44vT -1-4-0 2-11-4 1-4-0 2-11-4 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. 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=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=245. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,.see ANS17TFII 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 T22303763 2584716 C3A JACK 1 1 Job Reference (optional) 2-11-4 2x4 = o.wU s rvuv oV GU4U Ivll i ex inauscnes, Inc. t ue uec Ze '13:03:Uu ZUZU rage i ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-Bzu9SSJTbtb7HIZOIYv3W71 K2iuMU01 sljcBgsy44vS 3' Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 9 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 atjoint(s) 1, 2, 3. December 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/tgl2020 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 applicabilityof 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/TPII 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 Type Qty Ply TruCss T22303764 2584716 JACK -OPEN 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), lant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:14 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-QixZLXQ6UejrsglXKxZBNOvn IKt45QTBNdIAUry44vJ -1-4-0 2-11-4 1-4_' 2-11.4 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 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2020/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-3-8 Max Horz 6=152(LC 12) Max Uplift 4=-115(LC 1), 5=-150(LC 1), 6=-667(LC 12) Max Grav 4=146(LC 12), 5=208(LC 12), 6=549(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-109/303 WEBS 3-6=-278/602 Scale = 1:12.7 I N 19 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 5-6 >999 240 MT20 244/190 Vert(CT) 0.00 5-6 >999 180 Horz(CT) 0.05 4 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever 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) except Qt=lb) 4=115, 5=150, 6=667. December 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9l2026 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply 2584716 C3P OPEN F 3 1 T22303765 n ;sae- �,- � „--^ �o�^^ n, •. � Job Reference (optional) •—• •• , — .Yoe s iwv ou cuzu mi i ex mausiries, Inc. i ue uec za 13:b3:1d 2UZU Pagel ID•?1 YDfItmYJ 1 NmupVDA3te2z4H2S-ITA4AvTdXtEH LH31Znd7Ys3VZxKW 1 GFm IFGNdcy44vF -1-4-0 2-11-4 1-4-0 2-11-4 Scale=1:12.7 w a7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20 LUMBER - 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=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=245. December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1012020 BEFORE USE. Design valid for use only with Milrek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply FC3V �Jack-Open T22303766 2584716 2 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), last City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:30 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-ynuci?c9jZkan7_bGlrxl OZZYnSDrh DY26A02vy44v3 -1-4.0 2-11.4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP 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=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Cbmp./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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. December 29,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22303767 2584716 C5 JACK -OPEN 9 1 Job Reference (optional) s F1rstSource (Plant City, FL), lant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:36 2020 Page 1 I D:zm b Lkv5 ELI Dtgyeh SMn N D7z4_Wx-nxGty3hvl PVjV2 RIcZyLGfpXI CPPFPi QR2d KFZy44uz -1-4-0 4-11-4 1 47 4-11-4 3x4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 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=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 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 Qt=lb) 3=128, 2=196. 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. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITefC� Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply FC5A T22303768 2584716 JACK 1 1 Job Reference (optional) 3x4 = n "n u=, nw. r ue vac,fa ioma:yt zuzu rage i ID.? 1 YDfitmYJ 1 NmupVDA3te2z4H2S-b5d9D6mguFFtDzuvzp3l Ww3XBcRUf7BJpz4eSDy44ut 4-1 4-11-4 3 Scale = 1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 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 -AS Weight: 16 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=6.Opsf, h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-0-0, Extedor(2R) 4-0-0 to 4-10-8 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 except (jt=lb) 2=138. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parametersshown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2584716 C5V Jack -Open 2 1 T22303769 FJobference n,awe-.. r '.c......,,. Ir,�...I 13.. 1. 1 o tional -- -+ - - ____ I "'. r Utl uuu 4u 1Jmoa;4/ LULV rage I ID:zmbl.kvSELlDlgyehSMnND7z4_Wx-y2Q2Gpgpint9JlnslNfwD mOtd9JKNR2zFoP8Qy44uo -1-4-0 4-11-4 1-4-0 4-11-4 Io JX4 — Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >818 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 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) except Qt=lb) 3=133,2=188. 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. December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 i1�iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2584716 E5P JACK -OPEN 2 1 T22303770 Job Reference (optional) --t Illy, rL. - a000 r, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:53:56 2020 Page 1 ID:oQYcScV2rRC1 CVlri8VdCAz3w34-BnTR9uxSbYOtu7zbnmJl4teuXGBOxSfM19TOyPy44uf -1-4-0 5-0-0 1-4-0 5-0-0 Scale = 1:17.8 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 0.73 Vert(LL) 0.14 4-7 >429 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.66 Vert(CT) 0.12 4-7 >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 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=0-4-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC,12) Max Grav 3=121(L(C 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; B=45ft; L=401t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(21R) 2-8-0 to 4-11-4 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=147, 2=302. 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. December 29,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Quality Criteria, DSB-89 and 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 r Job Trt 2584716 E7 Builders FirstSource (Plant City, i 2 0 JACK -OPEN Plant City, FL - 33567, 3x6 = Ply 1 T22303771 8.430 s Nov 30 2020 MITek Industries, Inc. Tue Dec 29 13:64:01 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-YIG KCc_bP4eA7urZaJvCnxLiGHr3cju6BRB9dcy44ua 7-0-0 7-0-0 v Scale = 1:23.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 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 Weight: 24 lb FT = 20% 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=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 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=195, 2=217. 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. December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IiIIITeI(� 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 ANSI7rP/7 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 6 IE7V Truss Type [4y Ply Jack -Open 1 T22303772 S Job 258� Bu FirstSource (Plant City, FL), Plant f W 1-4-0 3x6 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:0 22020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-yJyTgd1 Ui?OlsMa8FRSvpzzCkUs5p3eYtPPpExy44uX LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) . 0.23 4-7 >356 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 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 Hors 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. Scale = 1:22.9 2 "S N PLATES GRIP MT20 244/190 Weight: 25 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 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) except (jt=lb) 3=200,2=210. 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. December 29.2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rPl1 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 �1 - • - - _-- o.•,ou s rvov cu zuzu ml I eK maustrles, Inc. ILe Dec 29 13:54:06 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnN D7z4_Wx-ui4DFJ2kEdHT5gkWMsVNU_2g8HbRHw?rKiuwlgy44uV -1-4-0 5-9-1 11-4-0 16-10-15 22-8-0 24-0-0 1-4-0 5-9-1 5-6-15 5-6-15 5-9-1 1-4-0 Scale = 1:40.7 4x6 = 3x6 = axv — ax4 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.14 8-16 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.65 Vert(CT) -0.30 8-16 >914 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 106 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, 6=0-8-0 Max Horz 2=260(LC 11) Max Uplift 2=-586(LC 12), 6=-586(LC 12) Max Grav 2=911(LC 1), 6=911(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1434/1111, 3-4=-1201/962, 4-5=-1201/962, 5-6=-1434/1111 BOT CHORD 2-10=-823/1314, 8-10=-381/846, 6-8=-845/1256 WEBS 4-8=-270/450, 5-8=-401/478, 4-10=-270/449, 3-10=-400/478 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-0, Exterior(21R) 11-4-0 to 15-4-0, Interior(1) 15-4-0 to 24-0-0 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=58616=586. 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. Iv 0 December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing /1�1.• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITIC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22303774 2584716 H1 Diagonal Hip Girder 1 1 Job Reference (optional) Buuoers FirsiSource (Plan[ City, rL), Plant Glty, FL-33b67, i-1-10-10 1-10-10 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020lTPI2014 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=113(LC 8) Max Uplift 2=-239(LC 8) Max Grav 3=32(LC 8), 2=228(LC 1), 4=49(LC 8) 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:10 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-nTJk5h5E1rnuaHl HbiZJegDOUv6sDn7QFKs7Sby44uR Scale = 1:9.4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.32 Vert(LL) -0.01 7 >999 240 MT20 244/190 BC 0.11 Vert(CT) -0.01 7 >999 180 WB 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP Weight: 10 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.0psf 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. 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) 2=239. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ito down and 9 lb up at 1-5-12, and 51 lb down and 9 lb up at 1-5-12 on top chord, and 11 lb up at 1-5-12, and 11 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 (plf) Vert: 1-3=-54, 4-5=-20 December 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l10/2020 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 ANSI/TPl1 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 4 c Job Truss Truss Type City Ply 2584716 H5P DIAGONAL HIP GIRDER 2 1 T22303775 Job Reference (optional) U. ETS r'rSLQ0 ,r(;E trneut Ulty, rL), riant City, rL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:14 2020 Page 1 ID:oQYcScWrRC1 CVlri8VdCAz3w344FZFx281L4HK3uL3gXeFpgO3BWO09afOAygLbMy44uN -1-10-10 4-2-5 7-0-14 1-10-10 4-2-5 2-10-9 3x4 = 6-11 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.12 6-9 >723 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.39 Vert(CT) 0.12 6-9 >667 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 29 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=216(LC 8) Max Uplift 4=-49(LC 8), 2=-448(LC 8), 6=-240(LC 8) Max Grav 4=79(LC 13), 2=323(LC 1), 6=118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-276/167 WEBS 3-6=-191/316 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=448, 6=240. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 60 lb up at 1-5-12, 3 lb down and 60 lb up at 1-5-12, and 5 lb down and 84 lb up at 4-3-11, and 34 lb down and 135 lb up at 4-3-11 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down and 4 lb up at 4-3-11, and 94 lb up at 4-3-11 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: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=60(B) 12=69(F=-5, B=74) December 29,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building, designer must verify the applicability of design parameters and 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ti r Job Truss Truss Type Qty Ply T22303776 2584716 H7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) ce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:20 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-UOwWB6DWxw1 UnpoCBolf2xd40xQiZD2vYuHfoOy44uH -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 i 4-8-8 Scale = 1:22.7 3x4 = 5-2-5 9-10-1 9-1 13 5-2-5 4-7-12 0412 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 20.0psf 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. 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) 4=147, 2=349, 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 641b down and 18 Ib up at 1-5-12, 5 Ib down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37111 down and 155 Ill up at 7-1-10, and 37 Ill down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 Ito down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 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 Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale.lnstilute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 2584716 147V Diagonal Hip Girder 1 1 Job Reference (optional) T22303777 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020.MiTek Industries, Inc. Tue Dec 29 13:54:28 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnN D7z4_Wx-FxPYtrJX2N2Lk2PIfUuXNdzNI95kRox408D44Yy44u9 -1-10-10 4-5-11 9-10-13 1-10-10 4-5-11 5-5-2 Scale = 1:22.6 4 N N N N N n 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.16 6-7 >737 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=278(LC 8) Max Uplift 4=-182(LC 8), 5=-101(LC 9), 2=-283(LC 8) Max Grav 4=162(LC 1), 5=261(LC 1), 2=418(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1087/718 BOT CHORD 2-7=-681/1020, 6-7=-702/1029 WEBS 3-6=-1004/681 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 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) except Qt=lb) 4=182,5=101,2=283. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 50 lb up at 1-5-12, 60 lb down and 50 lb up at 1-5-12, 7 Ib down and 103 lb up at 4-3-11, 7 lb down and 103 lb up at 4-3-11, and 38 lb down and 159 lb up at 7-1-10, and 38 lb down and 159 lb up at 7-1-10 on top chord, and 48 Ito up at 1-5-12, 48 lb up at 1-5-12, 1 lb down and 15 Ito up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at 7-1-10 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: 1-4=-54, 5-8=-20 Continued on page 2 December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith M,.k® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p iTek" 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22303777 2584716 H7V Diagonal Hip Girder 1 1 Job Reference (option ounucrs ruswuurce Irian[ City, FL), riant clry, FL - naobt, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:28 2020 Page 2 I D:zm b Lkv5ELl DtgyehSMnN D7z4_Wx-Fx PYtrJX2 N 2Lk2 PIfU uXNdzN I95kRox4O8 D44Yy44 u9 'LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=32(F=16, B=16) 7=-2(F=-1, B=-1) 11=38(F=19, B=19) 12=-77(F=-38, B=-38) 13=54(F=27, B=27) 14=-55(F=-27, B=-27) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2584716 IJ01 Hip Girder aty T22303778 I FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:29 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-j7zw4BK9phACMC_xDBPmwrWZZQpALW Ddnzed_y44u8 -1-4-0 1-10-4 5-0-0 5-8-1 8-9-12 10-8-0 12-0-0 1-4-0 1-10-4 3-1-12 0-8-1 3-1-11 1-10-4 5x8 = 17 4 18 Scale = 1:21.7 3x6 11 3x4 = 8-9-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.84 BC 0.78 WB 0.15 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) 0.20 Horz(CT) -0.01 (loc) I/defl L/d 8-9 >458 240 8-9 >533 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-3-8 Max Horz 10=134(LC 7) Max Uplift 6=-620(LC 8), 10=-957(LC 8) Max Grav 6=457(LC 1), 10=702(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/635, 3-4=-452/684, 4-5=-403/611, 5-6=-412/602 BOT CHORD 2-10=-618/342, 9-10=-508/342, 8-9=-508/342, 6-8=-508/342 WEBS 3-10=-381/499, 4-9=-327/213 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=620,10=957. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 216 lb up at 5-0-0, and 46 lb down and 125 lb up at 5-8-1 on top chord, and 69 lb down and 181 lb up at 5-0-0, and 69 lb down and 181 lb up at 5-7-5 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, 4-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 9=-24(F) 17=-41(F) 18=-46(F) 19=-69(F) 20=-45(F) Io December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-39 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 k c Job Truss Truss Type Qty Ply T22303779 2584716 M01 MONO TRUSS 1 1 Job Reference (optional) (Plant City, FL), Plant City, FL - 33b67, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:30 2020 Page 1 ID.? 1 YDfItmYJ1 NmupVDA3te2z4H2S-BKXIH WLna_13_MZ7mvw?S22gMzvNvm2NrRiB9Ry44u7 3-7-8 7-0-0 3-7-8 3-4-8 2x4 II 46 = 3x8 11 5x6 = 1.5x8 STP = Scale = 1:24.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.18 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 44lb 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 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=213(LC 8) Max Uplift 1=-264(LC 8), 4=-1186(LC 8) Max Grav 1=515(LC 13), 4=2030(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-914/490 BOT CHORD 1-5=-582/832, 4-5=-582/832 WEBS 2-5=-357/677, 2-4=-940/657 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=264, 4=1186. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1641 lb down and 864 lb up at 6-4-12, 132 lb down and 69 lb up at 2-5-1, and 230 lb down and 121 lb up at 5-0-0, and 194 lb down and 109 lb up at 4-5-1 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, 1-4=-20 Concentrated Loads (lb) Vert: 8=-123(F) 10=-215(F) 11=-1533(F) December 29,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22303780 2584716 M02 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-8-8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:35 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-YHKBLEPwPXwL47S5ZSWA96lh4_Yaa2O6?jQygey44u2 2-6-8 3 2x4 11 DEFL, in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.01 5-8 >999 240 MT20 244/190 Vert(CT) -0.01 5-8 >999 180 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=68(LC 7) Max Uplift 1=-292(LC 8), 4=-209(LC 5) Max Grav 1=606(LC 1). 4=421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-639/310 BOT CHORD 1-5=-293/586, 4-5=-177/325 WEBS 2-5=-306/660, 2-4=-539/271 Weight: 11 lb FT = 20 Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=292, 4=209. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 Ib down at 2-4-12 on top chord, and 851 lb down and 409 lb up at 0-11-4, and 4 lb up at 1-8-8 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: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 3=-2(B) 9=-851(F) 10=4(B) Scale = 1:8.8 December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 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 1. wll, Job Truss Truss Type Qty Ply T22303781 2584716 PB1 VALLEY 4 1 Job Reference (optional) ounuers nrstauurue triant Uny, rt_l, Ylant Cky, FL - 3356/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:39 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-R2ZiAbSRTIRnZklsola6KywLYb?MWt5iwLOgzPy44u_ Scale = 1:16.2 4x6 = I' a TOP CHORD UNDER PIGGYBACKS 6 TO BE LATERALLY BRACED BY 3x6 = 2x4 II PURLINS AT 2-0-0 OC. MAX. 3x6 = TYPICAL. 4-4-0 1 4-4-0 Plate Offsets (X,Y)— [2:0-5-12,0-0-01[4:0-5-12,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1"P/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 .. t Job Truss Type QtyPly2584716 TPB T22303782 VALLEY 2 1 Job Reference optional ce trtant city, FL), rlant City, FL - 3Jb6 /, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:43 2020 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-JgpDOzVxW_xD1 L3d17f2Uo40XCM]Sh5HrzMN5Ay44tw 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 Scale = 1:16.5 4x6 = 3x6 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 26 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M ITeIC� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saletylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 k ow A, JobFPB3 Truss Type QtyPly T22303783 2584716 VALLEY 2 1 Lb -- Reference (optional) U. ers�„SL00uF r;r kMdrn i ny, r�l, Pianc City, FL - 3356 , 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 13:54:47 2020 Page 1 ID:71 YDfitmYJ 1 NmupVDA3te2z4H2S-Cb2jsKYSaDReWzMOGzk_eeFjypj8O U6tmbKb Eyy44ts 2-0-0 44-0 6-8-0 8-8-0 2-0-0 24-0 24-0 2-0-0 3x4 = 3x8 11 3x4 = 6.00 12 3 9 4 10 5 2x4 = 2x4 = Scale = 1:16.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 24lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0 (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joints) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-1921367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Intedor(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except (jt=lb) 8=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 10) Gap between inside of top chard bearing and first diagonal or vertical web shall not exceed 0.500in. December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with 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 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 ANS11TP/r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 d 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. 0-1/1g'r For 4 x 2 orientation, locate plates 0- 11 ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 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/TPH: 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 N UMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-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.