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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 D1,8 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com i5F _-site: www.fdseng.com i fr. ENGINEERING ASSOCIATES ., February 17, 2021 Building Department Ref: Adams Homes Lot: Lot 15 Blk. 2 Subdivision: Fort Pierce - Waterstone Address: 8201 Almafi Cir. Model: 2508 A RHG KA # 21-1858 Truss Company: Builders First Source Date of drawings: 2/12/21 Job No.: 2644822 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without -comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. 11 Note: Truss ID's may vary. Q p8L01 TpR11� If you have any questions, please do not hesitate to call. . v• No 878 r • •. * p Sincerely, d E OF •�: 2/17/2021 �?�Q�•.•�` 2/17�?@2d'�?�: •�®fi OBE +� Luis;l3a oCTbite�,s'•��, Carl A. Brown, P.E. FL. # 56126 FL. # 87 6#�� <:''e* FDS Engineering Associates, A TSG Company "Your Building Code Experts" .1 II II • II I 1: II II II ■� ,. I• — • 1 • •1■ "� II � MAIN ■1�.. • � ■lii�_______._� ill■ ■li= MISDOE SION Elm �Ill ■li= i �■1■ Elm �■l■ - ■li=■�■ ■lid ■li= ■1■=■�■ ■lm=■�■ ■ IMMENSE 11010110 ■ _ ■® IQ �■� �■1■ - MISSION _■1■ � �� Yiil�3 �, : - II II LLB !�S ���� t �r�� EPA ®o�• t II I 1: II NEIL '� • II II ■� ■ �■MMMM®33 M 1' II 1' II SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 W11 LUS24 895 490 ILA' 11 0 A HTU26 3600 1555 .1 LA 0 B HTU28 4680 2140 ALB 0 C HTU26-2 3600 2175 1 Lo 0 D HTU28-2 14680 13486 1 1 tp 0 E HGUS26-2 15320 2155 1tE 0 F HGUS28-2 7460 3235 1LF 0 G HGUS26-3 5230 2155 1 to 0 H HGUS28-3 7460 3235 11H 0 J HA-26 9100 4095 1 Li 3 X 8 NOP ❑ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 02/17/2021 By: BH Submittal No.: Project No.: 21-1858 Project Eng.: Inds Project Name: Adams Homes - Fan Pierce - Waterston Lot 15 BE 2 CONDITIONS PRIOR TOAPPROVAL FIELD BY SULDER MAIN MD FORCE RESISTING SYSTEWV HYBRID WKD ASCO-10 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCY CATEGORY a This Drawing Must Be Approv And LOAD 160 Returned Before Fabrication .11 VAND [IMPORTANCE WIND ES HAW CE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF aDROn CMOROLNE LOAD Begin. For Your Protection Check All NONCONCURREm WITH ANY OTHERLIVE LOA0.S Dimensions And Conditions Prior To RE BELOI Plan. SIGNATUAPBELOl W 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: 5 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (te. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE Hatch Legentl j17.RG-ALL BRG WALL BUILDER: Adams Homes PROJECT: Single Family 160 MODEL: 2508 A 2CAR ADDRESS: 8201 AMALFI CIR LOT / BLOCK: 1612 BDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY. K SANCHEZ JOB # : 2644822 DATE: 02/71f2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: 1.DEC 2020 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2644822 - lot 15/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2644822 Model: 2508 kmpa, FL 33610-4115 Lot/Block: 15/2 Subdivision: WATERSTONE Address: 8201 AMALFI CIRCLE — City: City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: 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 44 individual, 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 T22823481 A01 2/12/21 23 T22823503 B19 2/12/21 2 T22823482 A01A 2/12/21 24 T22823504 B20 2/12/21 3 T22823483 A01 B 2/12/21 25 T22823505 B21 2/12/21 4 T22823484 A02 2/12/21 26 T22823506 Cl 2/12/21 5 T22823485 A03 2/12/21 27 T22823507 C1 P 2/12121 RECEIVED 6 T22823486 A04 2/12/21 28 T22823508 C1V 2/12/21 7 T22823487 A05 2/12/21 29 T22823509 C3 2/12/21 MpR 0 5 ?I17.1 8 T22823488 A06 2/12/21 30 T22823510 CK 2/12/21 9 T22823489 A07 2/12/21 31 T22823511 C3P 2/12/21 10 T22823490 A08 2/12/21 32 T22823512 C3V 2/12/21 permitting Department 11 T22823491 A09 2/12/21 33 T22823513 C5 2/12/21 perrni Lucie County 12 T22823492 All) 2/12/21 34 T22823514 C5V 2/12/21 13 T22823493 All 2/12/21 35 T22823515 E5P 2/12/21 14 T22823494 Al2 2/12/21 36 T22823516 E7 2/12/21 15 T22823495 A13 _ 2/12/21- 37 T22823517 E7V - 2/12/21 16T22823496- A14 2/12/21 38 T22823518 1-15P 2/12/21 17 T22823497 A15 2/12/21 39 T22823519 H7 2112/21 18 T22823498 A16 2/12/21 40 T22823520 H7V 2/12/21 19 T22823499 A17 2/12/21 41 T22823521 J01 2/12/21 20 T22823500 B13 2/12/21 42 T22823522 PB1 2/12/21 21 T22823501 B13A 2/12/21 43 T22823523 PB2 2/12/21 22 T22823502 B13B 2/12/21 44 T22823524 PB3 2/12/21 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). �� �`,G E'� i�� Truss Design Engineer's Name: Velez, Joaquin i'' My license renewal date for the state of Florida is February 28, 2023. L ir`'; IMPORTANT NOTE: The seal on these truss component designs is a certification J. J . s t that the engineer named is licensed in the jurisdiction(s) identified and that the � S�f'A�61+ ;r designs comply with ANSI/TPI 1. These designs are based upon parameters6v(li 7? shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the jet ©I -X preparation of these designs. MiTek or TRENCO has not independently verified the ���r.1,rC1Y►1� applicability of the design parameters or the designs for any particular building. Before use, Joaquin 8WPE Na48182 the building designer should verify applicability of design parameters and properly MtTakl)5A Ittc FLCeYE66' incorporate these designs into the,overall building design per ANSI/TPI 1, Chapter2. eg04arksWBlVtt'Tam Ali 33fij11: February 12,2021 Velez, Joaquin 1 of 1 V 'Job �•— Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 3 A01 SPECIAL 5 1 T22823481 Builders FirstSource (Plant Citv. FL)_ Plant rihr Ft _ sas _ Job Reference (optional)a� -• • uuarnes, urc. r•U re0 1Z U1:01= ZUZI Pagel ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-RR_RsHASm rorSEx?KSpR8m DxX?rMoUtKJOlp9CzlxsM 1-4- 5-3-0 8-10-8 14.11-8 21-0-0 25-0-0 29-8-0 35-8-8 41-10.15 46.7-4 8- -4-0 6-1-0 6-0-8 4-4-0 4-0-0 6-0-8 6-2-7 4-8-5 -4-1 5x6 = 3x6 = 5x6 = 6.00 12 6 31 732 3334 8 3x6 30 5 5x6 4 3x6 i 1.5x8 STP = 3 29 8-10 9 1 2 3x4 = 18 38 39 17 16 40 0 20 22 21 3.1 = 3x8 = 3x8 = 4x6 = 2x4 II 6x8 = 35 3x6 9 41 15 14 42 43 13 3x8 = 3x6 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefi Ud 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=-1949/947, 4-19=-1946/926, 16-18=-694/1622, 15-16=-713/1787,13-15=-1133/2318,11-13=-1453/2869 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 Scale = 1:91.8 5x6 1 c? 10 1.5x8 STP = �2 36 6 =11 Im 12 0 0 1� 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20 Structural woad 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, Intedor(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. �) ' 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 Qt=lb) 2=492, 11=911, 21=1146. 4J) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,sheetrock be applied directly to the bottom chord. February 12,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 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 MiT F 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 ANSIfrPN Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke 3aste East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 N Job �f, - Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 A01A SPECIAL 1 1 T22823482 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:37 2021 Page 1 - -- - •-•••-r• �qny inazcnnoumirvutsltlnpznGPpdnKEwD4zlxsK - - 7 2-1 9-7-11 14-11-8 21-0-0 25.4-0 29-8-0 3 -8-8 41-10.15 46-7.4 8-0. -0.0 6-1-8 -1 2-0-15 5.3-12 6-0.8 44-0 4-4-0 6-0-8 6-2-7 4-8-5 4-1 Scale = 1:89.9 5x6 = 3x6 = 5x6 = 6.00 F12 8 32 933 3435 10 ea 23 22 dxo = 3x8 MT20HS = 3x6 — 4x6 = 46 = 6x8 = 3x8 = 3x8 MT20HS = 1-12 6• 8 12-1-7 21-0-0 29-e-0 6.1.8. 0- -0 410-11 8-10.9 38-7-11 46.74 8-8-0 0-114 8.11-11 7-11-9 Plate Offsets (X Y)— r8:0-3-00-2-01, r10:0-3-0,0-2-01, r12:0-3-0 0-3-01 r23.0-3-8 0-3-01 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.62 BC 0.81 Vert(LL) Vert(CT) -0.30 15-17 >999 240 -0.52 15-17 >931 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a MT20HS 1871143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except' Structural wood sheathing directly applied. BOT CHORD 4-23:2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-8-0 oc bracing: 21-23 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 (Ib) or Jess 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=-1949/1413, 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=-157113063 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, Exterior(21R) 21-0-0 to 25-0-0,Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0,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. ,) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 't) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=379, 13=968, 23=1082. 1 ) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12-2021 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• I. 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 Duality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 w V Job Truss Truss Type Qty Ply lot 15l2 WATERSTONE 2644822� A 11B Hip 1 1 T22823483 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:42 2021 PaOe 1 0 uN n nvr_uw i ZUDL_ Knw4r gl-rbYgSOJZLERR4wEO9TgFtxZOMwbygulzlxsF 1-4- 4-3--6 6 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- -0- 4� 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5x6 = 3x6 = 5x6 = 6.00 12 6 29 31 73032 8 20 3x8 = 3x8 = 3x6 = 4x6 = 46 — 6x12 MT20HS = 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT)-0.4515-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except* BOT CHORD 4-20: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) 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=-1617/1179, 7-8=-1887/1271,8-9=-2136/132019-10=-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 Scale = 1:89.3 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 274 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at micipt 5-17, 7-17, 7-15 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=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, Exterior(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 ofthis 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. �) ' 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 at --lb) 2=221, 20=1040, 11=915. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied direcfly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 19 9f191 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7eM connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 I a Job ' ^� Truss Truss Type City T7Job 15/2 WATERSTONE 2644822 A02 SPECIAL 1 o tional Reference T22823484 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:45 2021 Pagel - --•••-••••••-r-���_«_UU411rKrwo%,trmrwvLrrlTte0c11-28z_ocZALVdzlxsC -4- 6-0-14 8-11-0 13-0-4 21-0-0 25-4-0 29-8-0 37-7-12 45-7-8 -4-0 6-0-14 2-10-2 4-1-4 7-11-12 4-0-0 4-4-0 7-11-12 7-11-12 5x8 = 6.00 12 2x4 II 5x8 = 6 29 7 3031 8 Scale = 1:85A T 0 0 a•r 19 1u oxo'v'iIUna = 3x8 = 3x6 = 5x8 11 4x6 = 6x12 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.32 19-22 >324 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.57 12-14 >776 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.09 11 We n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-9,9-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 'Except' 2-18:2x4 SP No.2, 4-19: 2x4 SP No.3 WEBS 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=01466, 6-14=-147/649, 8-14=-103/301, 8-12=-362/846, 9-12=-393/497, 3-19=-314/445 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 254 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 17-19 1 Raw at micipt 5-17. 6-16, 7-14, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(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. �8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(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. February 12.2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, note 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 ANS//rPN Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 +, 1-- __ ' "USS Truss 2644822 J I03 ISPECIATypeL lot 1 1 1 T22823485 ft r� 0 iource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:46 2021 Page 1 ID.?1YDfltmYJ1 NmupVDA3te2z4H2S-dZ9bA1JMADBHHwH6TGWO44AmERdEtTMxrDwu23zlxsB 1-4 6-0-10 8-11-0 12-11-10 19-0-0 25-4-0 31-8-0 37-8-6 45-7-8 -4-0 6-0-10 2-10-6 4-0-10 6-0-6 6-4-0 6-0-0 6-0-6 —7 11 6.00 FIT Sx6 = 2x4 11 6 29 3031 7 32 5x6 = A 19 1y rvuZunb — 3x8 = 3x6 = 6x8 II 4x6 = 6x12 MT20HS = 15-7-9 Scale = 1:85.4 19 N LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.77 BC 0.85 Vert(LL) Vert(CT) 0.32 19-26 >333 240 -0.51 12-14 >872 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 180 0.09 11 n/a n/a MT20HS 187/143 BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 247 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 22x4 No.2 4-7-0 oc bracing: 17-19 WEBS 2xx44 SP No.3 WEBS 1 Row at midpt 5-17, 6-16 SLIDER Right 2x6 SP No.2 -t 1-11-12 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=-111O(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=-17891756, 16-17=-787/1367, 14-16=-767/1614, 12-14=-874/1786, 11-12=-1189/2242 WEBS 5-17=-2076/939, 5-16=0/514, 6-14=-289/786, 7-14=-374/383, 8-14=-141/374, 8-12=-2521704, 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; 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 19-0-0, Exterior(21R) 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. .) 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. M8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 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. February 122n91 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 r Job , Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 A04 SPECIAL 1 1 T22823486 Job Reference tontinnnn Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:48 2021 Page 1 In•o1vnnr vi,n .._" _.,. _ ......... __...__... -_" '-"•-r•- -uln�nr�:ry CrcvunTuAvutttilLP1tJXP?6 zlxs9 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38-3-8 45-7-8 y -4-0 6-1-8 2-9-8 3-1-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 21 20 6x12 MT20HS = 6.00 F12 5x6 = 3x6 = 5x6 = 5x6 = 6 31 7 3233 8 34 9149 Va JxoIV] zurts = 3x6 = 3x8 = — iI 3x8 MT20HS = Scale = 1:83.9 c? 0 cb 12 I IO N 5x8 11 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TIC 0.76 BC 0.91 Vert(LL) Vert(CT) 0.32 21-28 >326 240 -0.42 14-16 >999 180 MT20 244/190 BCLL 0.0 Rep Stress ]nor YES WB 0.40 Horz(CT) 0.10 12 n/a n/a MT20HS 187/143 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 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-2112-15: 2x4 SP No.1 WEBS 4-6-0 oc bracing: 19-21 WEBS 2x4 SP No 3 1 Row at midpt 5-19, 7-18,- 8-14 SLIDER Right 2x6 SP No.2 -t 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=-1530/1169, 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(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 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 = IO.Opsf. .8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=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. February 12.2091 ® 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, note g 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 bracin is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP/1 Quality Criteria, DSB89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job buss Truss Type � --� Qty JTJob 5/2 WATERSTONE 2644822� A05 SPECIAL 1 T22823487 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, eference otional 8.430 s Nov 30 2020 MiTek Industries, Inc. FriFeb 12 07:51:51 2021 Pagel -2 8-11 ID.? 1 YDfitmYJ1 NmupVDA3te2z4H2S-zWyUDIMV_mpaNhA4Gg5Bn8uf8SMzYfDh?VdfjGzlxs6 -8 15-0-0 21-10-7 29-4-4 3-3-6 6-0-8 35-8-0 40-11-3 45-7-8 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 n • Scale = 1:83.9 6.00 12 5x8 = 5 5x6 = 29 30 6 31 3x6 = 5x6 = 7 z� va A 00 19 18 3xb = 3x8 MT20HS = 3x6 = 3x8 — 5x8 11 4x6 = 6x12 MT20HS = 3x8 MT20HS = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (10c) 1/defl Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TIC 0.69 BC 0.75 Vert(LL) Vert(CT) 0.31 19-26 >344 240 0.09 12-11 >9 MT20 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 11 /a 180 MT20HS 187/143 187/143 BCDL 10.0 Code FBC2020frP12014 Matrix -AS n/a Na Weight: 240 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 22x4 No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2xx44 No.3 4-7-0 oc bracing: 17-19 SLIDER Rightt 2x6 SP M 26 -t 2-6-0 WEBS 1 Row at midpt 5-17, 7-12 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. (Ib) -Max. Comp./Max. Ten. -Ali 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=21-79/1382,-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=-1953/789, 5-16=-356/1109, 6-16=-866/580, 6-14=-47/408, 7-12=-675/414, 8-12=-248/748, 3-19=-276/378 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 15-0-0, Exterior(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. e6) 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, 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 Qt=lb) 11=774, 2=496, 19=1121. 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. Got,. 4 n nr,n. UU, y I L,LUL I ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` from fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available m Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 "I 4 Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822� A06 Hip 1 1 T22823488 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference (optional In ?lvnfu..,v ri8.430 s Nov 30 9020 MiTek Industries, Inc. Fri Feb 12 07:51:52 2021 Page 1 21-0-0 29-0-0 - -� -• •-•-- , •�� 37-0-0 37-8 0 42-0-0 .,,ter .: KugAuwr%LurmsnmbJgD9NCFjzfxs5 46-1-5 -4- 6-9-4 6-2-12 8-0-0 8-0-0 8-0.0 0-8 4-4-0 50-8-0 2-0- 4-1-5 4-6-11 -4- Scale = 1:93.9 6.00 12 5x8 = 3x6 11 5x6 = 5x8 = 4 5x6 = 29 5 30 31 6 32 7 8 5x6 5x6 328 9 33 1.5x8 STP = :SP _ 2x4 �"� 27 10 1.5x8 STP = o 34 O 1 2 13 j o 11 °.� �20 19 35 36 x6 = 1 18 17 16 4x6 = 2x4 11 5x6 = 5x8 = 3x6 = 4x10 MT20HS I I 4x6 Zz 3.00112 2-2-`+ 13-U-U 21-0-0 29-0-0 36-11-12 37- -0 42-0-0 50-8-0 6-9-4 6-2-12 g-0-p -Plate Offsets X,Y -- 8-0-0 7-11-12 0- -4 5-0-0 ( ) [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], 111:0-0-14,Edge], [14:0-4-8,0-2-12], [16:0-3-8,Edge], [18:0-4-0,0-3-01,[19:0-3-0,0-3-01 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL DEFL. in (loc) ddefi L/d PLATES GRIP TCDL 7.0 J2-0-0CSI. Lumber DOL 0.60 0.77 Vert(LL) Vert(CT) -0.22 18-19 >999 246 -0.39 18-19 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr 0.91 Horz(CT) 0.08 16 n/a n/a MT20HS 187/143 BCDL 10.0 Code FBC2020fTP1ix-AS Weight: 290 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 2-11-0 oc bracing: 14-16 g WEBS 1 Row at midpt 6-18, 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=-819(LC 12), 16=-1270(LC 12), 11=-248(LC 12) Max Grav 2=1592(LC 17), 16=2605(LC 18), 11=382(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2794/1424, 3-4=-2168/1198, 4-5=-1849/1152, 5-6=-1849/1152, 6-7=-403/986, 7-8=420/989, 8-9=-499/1054, 9-10=-347/566, 10-11=-372/285 BOT CHORD 2-20=-1094/2657, 19-20=-1095/2652, 18-19=-667/2018, 17-18=-227/1072, 14-16=-2471/1430, 7-14=-434/466, 13-14=-471/594, 11-13=-248/358 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/650, 5-18=-466/481, 6-18=-605/1156, 14-17=-262/1054, 6-14=-2230/1251, 8-14=-443/229, 9-14=-696/378, 9-13=0/357, 10-13=-656/527 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(21R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 5270-0 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 20.0psf on the bottom chord in all areas when: 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. Iq 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 (]t=lb) 2=819, 16=1270, 11=248. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 19 9n91 ® 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 MiTel0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WeW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob ` Truss Truss Type City Ply lot 15/2 WATERSTONE i644822 A07 SPECIAL 1 1 T22823489 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:53 2021 Pagel - - - •-••-••• r• v-er-e"""'oicr,talvtcdgrczlvr_c0Y9zSp6mn9zlxs4 11-0-0 1-7- 1 24-0-0 31-4-15 37-0-0 39-8-0 44-8-11 50-8-0 2-0- -4- 5-11-14 5-0-2 5-7-1 7-4-15 7-4-15 5--0- 2-- _ 5-0-11 5-11-5 -4- Scale = 1:89.0 5x6 = 3x6 = 5x6 = 3x4 II 3x6 = 6.00 12 4 31 5 6 32 33 7 nn 8 o x6 = 2u 37 38 19 39 40 18 17 41 42 1�15 13-6-8 4x6 = 2x4 I 3x8 MT20HS = 3x6 = 3x6 = 6x8 = 3x8 = 3.00 12 4x6 3x8 MT20HS = 36-1 LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.26 19-21 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 19-21 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020/1P12014 Matrix -AS LUMBER- BRACING - TOP_ CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 8-16: 2x4 SP No.3, 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS 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=-1351/929 -- - -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=-18971982, 9-14=-621/363, 9-13=-277/800, 10-13=-514/553 PLATES GRIP . MT20 244/190 MT20HS 187/143 Weight: 266 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 14-16 1 Row at midpt 7-16 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 11-0-0, Extedor(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 39-8-0, Exterior(21R) 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 = 10.Opsf. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. a 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 top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ;OF February 12.2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511.912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 �//�� T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY1� eW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177PI1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job, Truss Truss Type Qty Ply lot 15/2 WATERSTONE i 2644822 A08 SPECIAL 1 1 T22823490 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference optional) 8.430 s Nov 30 2020 MIT ek Industries, Inc. Fri Feb 12 07:51:55 2021 Page 1 --••••••• ••-•••uN. n wc�-rn<a-�nv.roowr[_,iuslirvrAuy 2MX3izuUbGw7bss2zlxs2 - - - 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- 6-4-1 2-7-15 7-2-14 6-9-2 6-9-2 7-2-14 4-8-0 3-0-8 "-' " .4_ Of Scale = 1:89.0 5x6 = 6.00 12 3x6 = 5x6 = 5x6 = 3x4 II �Ya \ 4 30 31 5 6 22 as 7 A _, - -5x6 = 4x6 = 3x8MT20HS = 3x6 = 3x8 =3x6 = 6x8 = - 3x8 = 3.00 L12 46 Zz 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.60 BC 0.87 Vert(LL) Vert(CT) 0.31 19 >999 240 -0.52 19-21 >858 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 16 n/a n/a MT20HS 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 2-20,15-18: 2x4 SP No.1, 8-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 4-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 2=0-8-0, 1.1=0-8-0, 16=0-3-8 Max Horz 2=213(LC 11) Max Uplift 2=-888(LC 12), 11=-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=-1112/839 BOT.CHORD 2-21=-1301/2207-,-19-21=-1509/2690, 17-19=-1377/2524, 16-17=-867/1645, 14-16=-771/550,8-14=-377/407, 13-14=-1121471, 11-13=-638/975 WEBS 3-21=-296/364, 4-21=-421/783, 5-21=-815/523, 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, Extedor(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 atjoint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. K 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. February 12.2021 ® WARNING - Ve ify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MIJ-7473 mv.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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 w ob Truss Truss Type Qty Ply lot 1512 WATERSTONE 644822't A09 SPECIAL 1 n T22823491 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ` Jab Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:56 2021 pace 1 ffl �w a,...v a a�.._......,. ..._...... .. _ _ _ _ - - -l••-••-•••--�����+, r.u1nrvwuupmcuazlarvnrvul3bv_TOPDWYQ8nL000zlxsl 12.1-3 17-0.9 22-0.0 26-11-7 31-10-13 37-M 40.2d 438-0 50.8-0 2-0. -4-0 7-0-0 5-1-3 4-11-7 4-11-7 4-11-7 4-11-7 5-1-3 3-2-0 3-5-12 7-0-0 -40 Scale = 1:89.0 5x8 = 6.00 12 3 3x6 = 5x6 = 2x4 II 3x6 = 5x6 = 4x6 = 304 5 6 31 7 8 9 5x8 = in io 4x6 2X4 11 5x6 = 3x6 = 3x8 = 3x6 = 4x6 = 4x10 MT20HS 11 3x8 MT20HS = 3.00112 4x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.58 20-21 >765 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.59 20-21 >747 180 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.14 16 Na Na BCDL 10.0 Code FBC2020ffP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 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=-1573/2554, 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 511 lb FT = 20 Structural wood sheathing directly applied or 3-11-14 cc purlins. Rigid ceiling directly applied or 5-8-4 cc bracing. Except: 4-1-0 cc bracing: 14-16 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 13-10 2x4 - 1 row at 0-4-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 ANS11TPI 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. 74 Ulfaercames nip end wim /-U-u end setback. rCUludfy IZ,LUZI Conlin�er{ � I �a�P?ty ® WARNING 'Ven design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not e a Was system. Before use, the building designer must verify, the applicabilityof design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safetylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 M f 1 Job Truss Truss Type 0tY Ply lot 15/2 WATERSTONE 264482 A09 SPECIAL 1 T22823491 Builders FirstSOurce (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:51:56 2021 Page 2 _TOPDWYQ8nL000zlxsl 13) 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 MII-7473 rov. 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PH quality Criteria, DSB-89 and BCS/ Building Component Safety informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 6904 Parke East Blvd. Tampa, FL 36610 • ob Truss Truss Type �Qty Ply lot 15/2 WATERSTONE 644822 A10 SPECIAL 2 1 T22823492 s No Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 v 30 2020 MiTek Industries, Inc. Fri Feb 12 07.51.59 2021 Pape 1 1.10 �1_8 - - •••••-•••••.ter• Y --man-vuivvovgKrwnCKVv4bgUDLg5KQGjsgIZ4?pzixs_ 14-3-12 21-0-0 29-8.0 33-4.0 38-3-6 44-4-0 1-0-0 till 8-2-4 6-8.4 8.8-0 3-8.0 14-11-6 16-0-10 Scale = 1:78.9 7x10 = 6.00 12 6x8 = 6 28 2930 7 3x4 = 14 13 12 11 3x6 = 3x8 MT20HS I 2x4 11 5x8 = 4x6 11 63-8 6-1-8 6- 8 143-12 21-0-0 27-3-11 6-1-8 0• -0 8-0-0 63-0 33-0-0 38-3-6 e^m 010 63-11 6-OS 411-0 6-0-10 I atc /w V1_ rn-n_9_90 n a_ai LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.18 14 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) -0.2815-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a n/a BCD10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 6-7: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 3-22,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 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=-1872/1162, 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 291 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 20-22 10-0-0 oc bracing: 13-15 1 Row at midpt 3-19, 5-18, 6-16, 7-16 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, Exterior(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 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 = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=303, 22=1113, 11=773. 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. February 12.2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEII REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of busses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply lot 15/2 WATERSTONE 1 2644822 A11 SPECIAL 1 1 T22823493 Builders FirstSource (Plant City FL) Plant CityFL - 33567 Job Reference (optional) 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Feb 12 07:52:01 2021 Page 1 ID:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-hRZGJAUmeg49aDw?rwHYBFIMOUkru9u9122B2hzixry 1-4- 4-1-14 5-8-4 9-7-13 14-2-1 19-0-0 26-35 31-8-0 3-4-0 38-3-12 44-4-0 -4-0 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-11 1-8-0 4-11-12 6-0-4 Scale = 1:81.8 5x8 = 2x4 11 5x6 = 6.00 12 7 3132 8 33 9 2x4 II —1Oxl6 MT20HS = 3x4 = 16 " 15 14 13 3x6 = 6x8 = 2x4 11 5x8 = 4x6 11 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.67 BC 0.91 WB 0.93 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.77 24 >684 240 Vert(CT) -1.00 24 >532 180 Horz(CT) 0.55 13 n/a Na PLATES MT20 MT20HS Weight: 302lb 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. 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 5-10-0 oc bracing: 23-25 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, 11-12=-1881/1060, 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. 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, Extedor(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 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 (jt=lb) 2=1018, 13=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. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 buss systems, see ANS117PI1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job -------_Tr russ Truss Type Oty Ply lot 15/2 WATERSTONE 2644822 Al2 SPECIAL 1 1 T22823494 Riiilrie c Gi.src,.��...e loi�nr r`n.. r=i � Job Reference optional ^• mow. "y"L- O." 8.430 s Nov 30 2020 MiTek Industries, Inc. FriFeb 12 07:52:05 2021 Pagel ID.?l YDfltmYJ 1 NmupVDA3te2z4H2S-ZCpn9XXHh3ab2rEm4mMUM5T3k56CgyzkDg00CTzlxru T1.4-q 6-7-12 1 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38 9-0 44-4 0 -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 6.00 12 O 5x6 = 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale = 1:79.6 fZ-19'-0 �r = 3x4 14 13 12 11 3x6 = 5x8 = 2x4 II 2x4 11 5x8 = 46 II 13-M i 6-7-12 11-11-0 17-0-0 25-4-1 33.8-0 38-9-0 44-4-0 6-7-12 5-3-4 5-1-0 Plate Offsets (X Y)— [3:0-3-0 0-3-01 [5:0-3-0 0-2-0]r6.0-3-0 0-3-01 8-4-1 8-4-0 . 5-1-0 5-7-0 [8:0-3-0 0-2-01 rl 1:Edge 0 3 8]rl5:0 2 8 Edgel r19:0 7 12 0 3 41 [22 0 3 8 0 2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.48 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.7016-18 >762 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 287 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: 4-21,8-13: 2x4 SP No.3, 17-19,15-17: 2x4 SP No.1 10-0-0 cc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Raw at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) 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=-1631/937, 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. 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 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 44-2-4 zone;C-C formembers and farces & 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 atjoint(s) except (jt=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. February 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO 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 MITe�C' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Par Safelyiniormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, 36610 East 1 Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 A13 SPECIAL 1 1 T22823495 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:06 2021 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-1 PM9NtYvSNiSg?pyeTtjul?CkVRTZRxuRKmykvzlxrt 1-4- 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0.0 35-8-0 40-4-6 44-4-0 -4-0 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 5x6 = 6.00 F12 5x6 = 3x4 = 2x4 II 6x8 = 5 29 6 30 7 31 8 9 3x6 = 5x8 = 2x4 11 6x12 MT20HS = 15 14 13 3x4 11 6x8 = ar ad 12 6x12 MT20HS = Scale=1:82.3 n LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.73 BC 0.94 Vert(LL) Vert(CT) 0.52 21 >999 240 -0.8417-19 >631 18O MT20 244/190 MT20HS BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.38 12 n/a n/a 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* Structural wood sheathing directly applied, except end verticals. BOT CHORD 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 14-16 20-23,9-16: 2x4 SP No.2 WEBS 10-0-0 oc bracing: 20-22 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=-18101945, 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. 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 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.Opsf. 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. February 12,2021 ® 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pe"anent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the WOWfabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job , Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 A14 SPECIAL 1 1 T22823496 Builders FirstSource (Plant City. FL). Plant Citv. FL - 33567 Job Reference (optional) �—W 0 1— au cuzu MI I eK maustries, Inc. Fri Feb 12 07:52:08 2021 Page 1 ID:?1 YDfltmYJ1 NinupVDA3te2z4H2S-_nUwnZa9_yAvlzLmuvB j5WE1641 KFBveF2onzlxtr 1-4- 6-105 11-11-0 1 -0- 19-6-4 26-6-10 33-4.0 37-8-0 44-4-0 7-0-6 6-9-6 4-4-0 6-8-0 6.00 12 5x6 = 2x4 11 2x4 II 5x6 = 46 = 6x8 = 4 5 29 6 30 31 7 8 9 1. 3x8 = 3x6 = 5x6 = 2x4 II 1 6-10-5 1 11-11-0 1 19-9-5 14 13 12 2x4 II 2x4 11 5x8 = Scale=1:80.2 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.86 BC 0.93 Vert(LL) 0.66 17-19 >798 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Vert(CT) Horz(CT) -0.8219-20 >647 180 0.37 11 n/a n/a MT20HS 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 279 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-22,8-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* WEBS 10-0-0 oc bracing: 20-22 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=-387-2/2560; 8-9=-2962/2037-9-10=-1681/1126; 10-11=-1573/1114 - BOT CHORD 2-23=-1847/2813, 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. 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 17-0-0, Interior(1) 17-0-0 to 37-8-0, Exterior(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 a10.0 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=1020, 11=923. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 WARNING -Verify fy design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlyrFll Quality Criteria, DSB-89 and BCS/ Building Component Salety ln(ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty nJ.b 5/2 WATERSTONE 2644822 , A15 MONO HIP 1 T22823497 Reference 0 tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industdes, Inc. Fri Feb 12 075209 2021 Page 1 - --......-r•�,.�•����:valen4UAOTA.JL)WUVvxamSiKpMpMK81_cLEzixrq 11-0-0 16-7-12 24-0-11 31-3-5 38-8-3 44-4-0 1 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 = 5x6 = Ann � 4 5 23 624 791 46 = 2x4 11 34 = JJ �. 10 x 3x6 —_ 2x4 11 3x8 MT20HS = 3x4 = 46 = 6x8 3x8 = 46 = = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 2-15: 2x4 SP No.2 WEBS 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, 11-13=-1654/3139, 10-1.1=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=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 7-11, 8-10 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 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 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) 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. February 12.2021 ® WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 MV- 5/19/2020 BEFORE USE. Design valid for use only with MiTek®conneclors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPi1 Quality Criteria, DSB-89 and BCS/ Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 1 �JCD Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 A16 MONO HIP 1 1 T22823498 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:12 2021 Pagel 1ID.?1YDfltmYJ1 NmupVDA3te2z4H2S-sZkQdwdg2CSb0wG6?k_78ZFD2wX4z7ymgGDGxZzlxrn -4 1-4-1 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 6-0-15 7-0-13 8-4-9 7-0-13 6-4-14 Scale = 1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 3x4 II n nn R-9 d __ _ 3x6 = — 15 14 13 12 11 10 3x6 = 3x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = 4x6 = 1-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.81 BC 0.74 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefi L/d 0.58 13-14 >912 240, -0.74 13-14 >715 180 0.20 10 n/a n/a PLATES MT20 MT20HS Weight: 228 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 Structural wood sheathing directly applied, except end verticals. BOT CHORD WEBS 2x4 SP No.3 Rigid ceiling directly applied. 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=-2955/1804, 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=-1194/837, 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. 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 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 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) 10=934, 2=1023. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12.2021 ®WARNING -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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire_ 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type qty Ply lot 1512 WATERSTONE 2644822 r A17 Half Hip Girder 1 T22823499 2 Job Reference Builders FirstSource (Plant City. FL). Plant Citv. FL - 33567- (optional) rn reu iz ur:OZ:lb ZU21 Pagel ID:?l YDfitmYJ1 NmupVDA3le2z4H2S-IKzxTIgA6Rzl tXatEa231PQxuX?hvOtMIuBU4Kzlxd 1-4- 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44 4-p 1 4-0 7-0-0 2-11-0 5-3-0 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 FIT 7x10 = 7x10 = 2x4 II 3 22 4 23 24 5 25 26 6 27 2829 307 31 av n az u z= o QC 11A0 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loG) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.6516-17 >817 180 BCLL 0.0 .11. Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a 10.0 Code FBC2020/TP12014 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 BOT CHORD- --2-19=-3369/5491; 18-19=-4445/7165, 1-7-18=-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=-134412504, 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=-123212227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 PLATES GRIP MT20 2441190 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 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 12=2052,2=1875. CL_ reur uttly I L,LUL I WARNING - verify design ® fy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSNTP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 truss Truss Type Qty 2644822 JA17 1HaIfH1 , p Girder 1 T22823499 Builders FirstSource (Plant City, FL), Plant City, FL - 2 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:16 2021 Page 2 NOTES- ID.?1YD1ItmYJ1 NmupVDA3te2z4H2S-IKzxTIgA6RzltXatEa23IPQxuX?hvOtMIuBU4Kzlxrj 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(B) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 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=r91(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(B) 46=-41(B) 47=41(B) 48=41(B) 49=-41(B) 50=41(B) 51=41(B) 52=41(B) 53=41(B) 54=-41(B) 55=-41(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. r Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type Qty Ply lot 15/2 WATERSTONE 644822 , B13 COMMON 1 1 T22823500 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industr es, Inc. Fri Feb 12 07:52:17 2021 Page 1 tmmnnoarnror.ainn.R.,�., .-u 6-5-4 12-4-0 -..-- ���-y�'�'-'^. V=nunouvn2lgnnurayflxtFeXgVzYwldmzlxri 18-2-13 1-4-0 6-5-4 5-10-12 5-10-12 24-8-0 26-0-0 6-5-3 1-4-0 Scale = 1:44.0 46 = 4 I 3x4 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.52 BC 0.74 Vert(LL) -0.13 10-13 >999 240 Vert(CT) 10-13 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.37 -0.27 >999 180 Horz(CT) 0.05 6 n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS n/a Weight: 114 lb FT = 20:/0 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=281(LC 11) Max Uplift 2=-628(LC 12), 6=-628(LC 12) Max Grav 2=1132(LC 17), 6=1132(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1769/1137, 3-4=-1609/1093, 4-5=-1608/1093, 5-6=-1768/1136 BOT CHORD 2-10=-846/1744, 8-10=-403/1108, 6-8=-863/1533 WEBS 4-8=-362/771, 5-8=-414/480, 4-10=-362/772, 3-10=-414/480 NOTES- 1) Unbalanced roof live loads have been consideredfor 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 12-4-0, Exterior(2R) 12-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it --lb) 2=628, 6=628. 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. FPhri tary 19 9f191 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Iv 0 Job Truss Truss Type Qty Ply lot 1512 WATERSTONE 2644822 B13A Common 3 1 T22823501 Builders FirstSource (Plant Citv. FL1, Plant Citv_ FI - ssse7 Job Reference o lional s rvuv ou cucu Mi r eK maustnes, mc. Fri Feb 12 07:52:18 2021 Pagel 6-5-4 12-4-0 ID:zmbLkvSELIDtgyehSMnND7z4_Wx-hj5hu_hRd2D16rkGL_4XNgVlgKaGN kfCCga9Czlxrh 6-5-4 5- -1-13 5-10-12 5- -1 24-8-0 2 26-0-0 6-5-3 4x6 = 3x6 = 3x4 = Scale = 1:44.3 3x6 = Iv 0 mate Urrsets (X,Y)— 11:0-6-0,0-0-61, f5:0-6-0,0-0-61 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 0.53 Vert(LL) -0.14 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 112 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) 1=0-8-0, 5=0-8-0 Max Horz 1=-275(LC 10) Max Uplift 1=-51O(LC 12), 5=-632(LC 12) Max Grav 1=1063(LC 17), 5=1132(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1780/1168, 2-3=-1619/1128, 3-4=-1609/1106, 4-5=-1769/1150 BOT CHORD 1-9=-861/1756, 7-9=-416/1112, 5-7=-875/1534 WEBS 3-7=-359/771, 4-7=-414/481, 3-9=-374/782, 2-9=-420/488 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=510,5=632. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 OFa truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-89 and BCS/Building Component Blvd. Tampa, 6904 Parke Easte Easl Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060136610 ob Truss Truss Type Oty P1 Ply lot 15/2 WATERSTONE 644822 6136 COMMON 1 ' T22823502 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07.52:19 2021 Page 1 rn. -- ---�----•-•ter-"-".' .-'� �.,oruaJmLcKraavlCmwz2lmkwd6R6oRsP8hfzlxrg 6-0-12 11-11-8 17-10-5 6-0-12 5-70-12 24-3-8 25-7-8 5-10-12 6-5-3 1-4-0 Scale = 1:43.1 46 = 3 Iv 0 4xb — _... - ....� — sxv = 3x4 = 15-8-1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.52 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.74 WB 0.37 Vert(CT) -0.26 7-15 >999 180 Horz(CT) 0.05 5 BCDL 10.0 Code FBC2020rrP12014 Matrix -AS n/a n/a Weight: 112 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 5=0-8-0 Max Hors 1=-271(LC 10) Max Uplift 1=-503(LC 12), 5=-624(LC 12) Max Grav 1=1043(LC 17), 5=1118(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1691/1116, 2-3=-1526/1080, 3-4=-1580/1095, 4-5=-174011138 -BOT-CHORD --- 1=9=-802/16471-7-9=400/1079, 5-7=-863/1507 - WEBS 3-7=-367/777, 4-7=-411/482, 3-9=-325/694, 2-9=-365/457 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-11-8, Exterior(2R) 11-11-8 to 15-11-8, Interior(1) 15-11-8 to 25-7-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=503,5=624. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 19 917191 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type City Ply lot 15/2 WATERSTONE 644822 , 819 HIP 1 1 T22823503 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference lo tionl In ki 8.430 s Nov 30 2020 MiTek -Indust lies, Inc. Fri Feb 12 07:52:20 2021 Pape 1 -1 -4-u 5-9-4 11.0.0-'-"--"""-"'"•""""�"^""" i"_vvn-uow,njrlI Ilvtste IH7?TFagl 8KorsaygW9hD5zixrf 13-8-0 18-10-12 24-8-0 26-0-0 1 4-0 5-9-4 5-2-12 2-8-0 5-2-12 5-9-4 1-4-0 Scale = 1:45.2 4x6 = 46 = 4 5 'F Lh I? 0 Zx4 11 _... 3x4 = 3x4 = 2x4 II -0-0 LOADING (p'sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d TCLL 20.0 TCDL 7.0 Plate Grip DOL Lumber DOL 1.25 TC 0.42 Vert(LL) -0.11 9-10 >999 240 BCLL 0.0 Rep Stress Incr 1.25 YES BC 0.49 WB 0.49 Vert(CT) -0.18 9-10 >999 180 BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Horz(CT) 0.06 7 n/a n/a LUMBER- TOP CHORD 2x4 SP No 2 BRACING - 3x4 = PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2=-628(LC 12), 7=-628(LC 12) Max Grav 2=1135(LC 17), 7=1135(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1882/1055, 3-4=-1320/855, 4-5=-1140/834, 5-6=-1320/855, 6-7=-1883/1055 BOT CHORD 2-13=-782/1821, 11-13=-782/1821, 10-11=-422/1222, 9-10=-814/1631, 7-9=-814/1631 WEBS 3-11=-694/450, 4-11 =-1 59/406, 5-1 0=-1 59/405, 6-10=-695/450 -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 ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-0-0, Exterior(2E) 11-0-0 to 13-8-0, Exterior(2R) 13-8-0 to 19-3-14, Interior(1) 19-3-14 to 26-0-0 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=628, 7=628. 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. Fehruary 19 9f191 ®WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1l rev. 5f19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is far an individual building component,not a truss system. Before use, the building designer must verify the applicability of design parametersand 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 is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain, Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 yob Truss Truss Type Qty Ply lot 15/2 WATERSTONE 644822 , B20 Hip 1 1 T22823504 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:20 2021 Page 1 1 4-0 _gnygt imdfetrrrlratiammrxRygW9hD5zlxrf 4-9-3 8-11-15 15-8-0 19-10-12 24-8-0 26-0-0 4-9-3 4-2-12 6-8-1 4-2-12 4-9-4 1-4-0 Scale = 1:44.5 4x6 = 5x8 = 4 20 21 22 23 5 ]v 0 sxe = 3x8 = one — 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.15 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 9-17 >924 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 119 lb FT = 20 LUMBER- TOP CHORD 2x4 SP No 2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-628(LC 12), 7=-628(LC 12) Max Grav 2=985(LC 1), 7=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1625/1152, 3-4=-1367/955, 4-5=-1185/937, 5-6=-1367/956, 6-7=-1626/1152 BOT CHORD 2-11=-876/1470, 9-11=-588/1185, 7-9=-908/1434 WEBS 3-11=-347/362, 4-11=-66/373, 5-9=-80/374, 6-9=-350/362 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=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-11-15, Exterior(2R) 8-11-15 to 14-7-13, Interior(1) 14-7-13 to 15-8-0, Exterior(2R) 15-8-0 to 21-3-14, Interior(1) 21-3-14 to 26-0-0 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=628,7=628. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 129n91 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll quality Criteria, DSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa; FL 36610 lob Truss Truss Type Qty Ply lot 15/2 WATERSTONE !644822 , B21 Hip Girder 1 1 T22823505 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:21 2021 Page 1 -1-4_p -- -•�-- -��-w�-Iv r.�� wvrunmgvvrKawz0KZI5rUfeE?T7kOYbYaFM5uAuFmXzlxre 7-0-0 12-4-0 1 17-8-0 1-4-0 7-0-0 5-4-0 5-4-0 7-0-0 2-4- 0 7-0-0 1-4-0 Scale = 1:44.6 46 = 3x8 = 4x6 = 3 18 19 4 20 21 F 2x4 11 3x4 = 3x6 = 3x4 = LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.86 BC 0.71 Vert(LL) 0.24 Vert(CT) -0.29 9 8-9 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.11 6 >999 180 MT20HS 187/143 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS n/a n/a Weight: 113 lb FT = 20 LUMBER- TOP CHORD 2x4 SP M 31 'Exce t' BRACING - p TOP CHORD Structural wood sheathing directly applied or 2-7-7 cc puriins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-2 cc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1097(LC 8), 6=-1221(LC 8) Max Grav 2=1772(LC 1), 6=1862(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3299/1877, 3-4=-2920/1778, 4-5=-3090/2013, 5-6=-3496/2148 BOT CHORD 2-11 =-I 482/2879, 9-11=-2015/3621, 8-9=-2015/3621, 6-8=-1724/3055 WEBS 3-11=-377/1019, 4-11=-953/706, 4-9=0/409, 4-8=-746/420, 5-8=-214/901 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); 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=1097, 6=1221. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 164 lb up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 12-4-0, 87 lb down ' and 164 lb up at 13-7-4, and 87 lb down and 164 lb up at 15-7-4, and 295 lb down and 488 lb up at 17-8-0 on top chord, and 323 Ib down and 92 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 12-4-0, 66 lb down at 13-7-4, and 66 lb down at 15-7-4, and 323 lb down and 92 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=-54, 5-7=-54, 12-15=-20 r-cur uary I Z,ZUZ-I ® 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 e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 B21 Hip Girder 1 1 Builders FirstSource (Plant Citv. FL1. Plant City FI _ sasa7T22823505 Job Reference(optional) _ vu i en uiuusures, inc. t-n reD 1Z UC5Z:ZZ 2U21 Page 2 ID:YARq CUhM7owkVEMpPNjefGzAwvz-ZUKCktkxhHjAbS11 ag9TYggvmyxnJicF7geolzzlxrd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-87(F) 5=-295(F) 11=-323(F) 9=-40(F) 8=-323(F) 4=-87(F) 18=-87(F) 19=-87(F) 20=-87(F) 21=-87(F) 22=-40(F) 23=-40(F) 24=-40(F) 25=-40(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 C1 Jack -Open g 1 T22823506 Builders FirstSource (Plant City_ FI 1 Plant rltr, CI -'Ig997 Job Reference optional) - ---- - o.•tou s Nov ou zuzu mi i eK industries, Inc. Fri Feb 12 07:52:23 2021 Page­1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-2guaxhlZSbr1 DCCD8Ygi4uCDvLSS2KxOMUNLgQzlxrc -14-0 0-11-4 1-4-0 0-114 Scale = 1:7.6 �o date uttsets (x,Y)— f2:0-1-4 0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 2441190 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 FBC2020rrPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 & 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. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPi1 Quality Criteria, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type Qty Ply lot 15/2 WATERS I UNE 1644822 C1 p JACK -OPEN 4 1 T22823507 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:23 2021 Page 1 —-•••••••-•,-• • r- ��««., < zyuaxnicaonuccut3rgl4ucGVL,9E2KxOMUNLgQzlxrc -1-4-0 0-11-4 14-0 0-114 Scale = 1:7.6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240. TCDL 7.0 BCLL Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No 2 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 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=0-4-0, 4=Mechanical Max Harz 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. Camp./Max. Ten. -All forces 250 (Ib) 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;-LumberDOL=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=246. February 19 9n91 ® 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, note 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems,. see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob Truss Truss Type Qty Ply lot 15/2 WATERSTONE !644822 C1V Jack -Open 2 1 T22823508 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52.24 2021 Page 1 jr)— k, u„=r=r In ---•„-•• •-••••- •��_.. -. 01mouuzugmtst�u-tdxo5lOeloinnBXa87vMszixrb -1.4-0 0-11-4 1-4-0 0-11-4 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 TCDL 7:0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 BCLL 0.0 Lumber DOL 1.25 Rep Stress [nor YES BC 0.05 WB Vert(CT) 0.00 7 >999 180 BCDL 10.0 Code FBC2020rrP12014 0.00 Matrix -MP Horz(CT) 0.00 2 n/a n/a LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 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 Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C_for members and forces & MWFRS for reactions shown; -Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer,/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) 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. Fahrnani 99 9n94 ® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPi1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss 2644822 1 rs I I -- lot lot 8 I 1 I T22823509 (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:24 2021 Page 1 ID:zmbLkvSELlDtgyehSMnND7z4_Wx-WsSz81 m BDuzugmBQiFBxd5lOelnUnnBXa87vMsilxrb 1-4- 0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 1 Plate Offsets X,Y -- 2:0-4-0,0-0-4 2-11-4 2-11-4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 0.26 BC 0.12 Vert(LL) 0.01 Vert(CT) 4-7 >999 .240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 -0.01 Horz(CT) -0.00 4-7 >999 180 3 n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP n/a Weight: 12 Ito FT LUMBER- TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.2 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. 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; -porch left exposed; C-C-for members and forces-& — MWFRS for -reactions shown; LumberDOL=f.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=245. Fehr "nn. If Onnq ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob Truss Truss Type Qty Ply lot 15/2 WATERSTONE !644822 C3C JACK -OPEN 1 1 T22823510 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:25 2021 Page 1 •1-4-0 2-11-4 ._._...__...,,__.�,,,,,,,,,,,,,,,,,,,,�-._..n_ ouuwrvnq_colSWmcrzjAAJIW690FWCehpnsSVlzlxra 1-4-0 2-11-4 Io 1 M Scale = 1:12.7 LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.47 BC 0.54 Vert(LL) 0.00 5-6 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.18 Vert(CT) Horz(CT) 0.00 5-6 >999 180 0.05 4 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP n/a n/a Weight: 13 lb FT = 20 LUMBER- TOP CHORD 2x4 SP No.2 BRACING - BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 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) 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) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except (jt=lb) 4=115, 5=150, 6=667. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with M7ek0connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ' Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE 1 ' 2644822 C3P JACK -OPEN 3 1 T22823511 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1430 s Nov 30 2020 RAek Industries, Inc. Fri Feb 12 07:52:26 2021 Page 1 ID:?1 YDfitmYJ1 NmupVDA3te2z4H2S-SFajZjoSI WDC43Lopg EPi Wgj8ZR_Fhgg2Rc?RlzlxrZ -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 IV LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 TCDL 7:0 BCLL Lumber DOL 1.25 BC 0.25 Vert(CT) 0.02 4-7 >999 180 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 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. NOTES- 1) Wind: ASIDE 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 Qt=lb) 2=245. ®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, net 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/rP/f Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 12,2021 IMF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Pl7J.blRefe�re ot /2TERSTONE 2644822 C3V Jack -Open 2 T22823512 Builders FlrstSource fPlant Citv- FLl_ Plant City PI -naFa7 ce o tional - - • - --- v S rvuv au LULU MI I eK Industries, Inc. Fri Feb 12 07:52:26 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-SFajZjoSIWDc43LopgEPiWgk8ZTuFhgg2Rc?RlzlxrZ 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 (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 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 puriins. 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. 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 & MWFRS for reactions -- — shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=174. February 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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 141, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theWOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Par Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. Tampa, East D 2060136610 Job Truss Truss Type Qty Ply lot 15�WATERSTONE2644822 C5 Jack -Open g 1Job T22823513 Builders FirstSource (Plant Citv. FL). Plant Citv- FI - 935R7 Re - ---- v rvuv av cuzu mI I ek Industries, Inc. Fri Feb 12 07:52:27 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-WR85n3o4WpLThDw?NNIeFkNr9ziv_8w_H5LZzBzlxrY -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 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. February 12.2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not Nil' 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 Mire_ 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 ANSVTP/1 Quality Criteria, DSB-89 and SCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type Qty Ply lot 15/2 WATERSTONE .644822 C5V Jack -Open 2 1 T22823514 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:27 2021 Pane 1 -1-4 0wyolo,viuwurcv_vvx-wKot)n3o4vvpLThDw7NNIeFkNgWziE_8w_HSLZzBzlxrY 4-11-4 1-4-0 4-11-4 Scale=1:17.6 1 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/defi Ud TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >818 240 7.0 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.50 Vert(CT) -0.07 4-7 >882 180 BCDL 10.0 Code FBC2020/TPI2014 WB 0.00 Matrix -AS Horz(CT) -0.01 3 We n/a LUMBER- TOP CHORD 2x4 SP No 2 BRACING - Io PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 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=-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. 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 ofwithstanding 100 lb uplift at joint(s) except (jt=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. February 19 9n91 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. off 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 e overall uilding 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 regardingththe MiTek• b fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job 2644822 E5P Truss Type JACK -OPEN Ply I lot 1512 2 1 T22823515 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:31 2021 Page 1 ID:OQYcScV2rRC1 CVIriBVdCAz3w34-pDNccQraa2svArDmcDpaPaYTQa1 mwywZBjJm6yzlxrU 1 e_n_n 1-4-0 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 4-7 >429 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 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(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:17.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3).-1-4-0 to 2-8-0, Exterior(2R) 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. February 12.2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek09 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the k` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P!1 Quality Criteria, OSB-89 and BCS/ Building Component Safety /nfonnaUon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qy E7 JACK -OPEN �P'YloobtlR'e/2WATERSTONE T228235162644822 a. iil iorc Fir�rc rye roi� r r r„ n t of r r,r.. n ��_��fare nce o tional E �• •• �••>• • 8.430 s Nov au zuzu mi I eK Industries, Inc. Fri Feb 12 07:52:32 2021 Page 1 I D:YARq C Uh M7owkVEMpPNjefGzAwvz-H Px_gm s DKM_m o_oyAx Lpyn4bA_KufOAjQN3 KfOzlxrT 7-0-0 1-4-0 7-0-0 3x6 = Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud 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 [nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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. 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 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; LumberDOL=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=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. February 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/18/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 quality Criteria, OSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInlormaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 36610 East Job u Truss s Type Qty Ply lot 15/2 WATERSTONE 2644822 E7V FJa.sk-0pen q 1 T22823517 Builders FirstSnurce /Plant City FI 1 Plan+ rt+,, m - LCF97 Job Reference (optional) i o.wu 5 Nov av 2020 MI t ek inaustries, Inc. Fri Feb 12 07:52:33 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-IbVM16tr5f6dP8N8jes2U?dlgNfSOrPsfl otBrzlxrS 1-4-0 — 7-0-0 3x6 co c? N Scale = 1:22.6 .n iaola kA,T -- z:u-u-IU,CO e - LOADING (psf) SPACING- 2-0-0 CT. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 2441190 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/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. -All forces 250 (Ib) 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. 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 6-11-4 zone;C-C for —members-and-ford—es & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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=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. February 12,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MOW 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 Iy'ITpi{C� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component + Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 i "u" ' yf1C Qty Ply lot 15/2 WA I hRSTONE 2644822 , HSP DIAGONAL HIP GIRDER 2 , T22823518 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, �uu r<ererence o [tonal 8.430 s Nov 30 2020 MiTek Industries, Inc. Fr Feb 12 07:52:34 2021 Pagel ID:oQYCScV2rRC1CVlri8VdCAz3w34-Do3lFSuTszET1lyLHLNHI CA4tn6e7HCOuhYRjHzlxrR -1-10-10 4_2_5 1-10-10 7-0-14 4-2-5 2-10-9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale=1:18.1 3x4 = •10,Ed4el 6-11-6 0; SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.34 DEFL. in (loc) I/defl Ud PLATES GRIP Lumber DOL 1.25 BC 0.39 Vert(LL) 0.12 Vert(CT) 0.12 6-9 >723 240 6-9 >667 180 MT20 2441190 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 6 n/a n/a Cade FBC2020/TPI2014 Matrix -MP Weight: 29 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. (Ib) -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) N/A 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=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 Ib 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 e Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 3=60(B) 12=69(F=-5, B=74) February 19 9n91 ® WARNING -Vedfy 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 note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTeW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply lot 15/2 WATERSTONE uI 2644822 H7 DIAGONAL HIP GIRDER q 1 T22823519 Builders FirstSource (Plant City- PI 1 Plant rih, PI _ 975R7 Jab Reference o tional rvuv Ju zutu mi t eK Inaustnes, Inc. Fri Feb 12 07:52:35 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-h d7Sov5dHMKfSXXr3uWaQiEzBRnsgM96LH_FjzlxrQ -1-10-10 5-2-5 — 9-10-13 1-10-10 5-2-5 4-8-8 Scale = 1:22.1 3x4 = 5-2-5 9-10-1 9-1 13 5-2-5 4-7-12 0- 112 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 bracing. WEBS 2x4 SP No.3 oc 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 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, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37lb down and 155 lb up at 7-1-10, and 37 lb 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 lb dawn 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) February 12,2021 WARNING - Veri desi n fy g 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 MTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 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 ANSh7PI1 Quality Criteria, DSB-09 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Jo t a , Truss Tye Qty Ply 2644822 H7V FDiag.nalPH ip Girder 1 1T22823520 �pn Builders FirstSource (Plant Citv- F) 1 Planf city PI - 115A7 n ruusums, inc. rn reD 12 Uf:b2:37 2021 Page 1 -1-10-14-5-11 ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-dMkttTwL9uc2umhwyUw_fmWm?3PKXmSafm5KczlxrO 0 1-10-10 4-5-11 95-5-13 5-5-2 Scale = 1:22.6 Y N N N f` 3x4 5-5-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 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/rP12014 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=401t; eave=7ft; Cat. Il; 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 (jt=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 lb 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 ib up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down and 15 lb 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 ontinued on nanp 9, February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon Parameters shown, and Is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/771o/1 Quafily Criteria, DSB-69 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job t� a --TV Truss Truss Type oty Ply lot 15/2 WATERSTONE 2644822 Diagonal Hip Girder 1 1 T22823520 Builders FirstSource (Plant Citv. FL). Plant city FI - 1ua7 Job Reference (optional) ON I iuuauies, nlu. rn reD IZ. U(:DZ:3f ZUZ7 Page 2 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-dMkttTwL9uc2umhwyUw_fm Wm?3PKXmSafm5KczlxrO 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. 51IM020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, note 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. Tampa, Parke 3ast 20601 job —Truss r , Truss Type Qty Ply lot 15/2 WATERSTONE 2644822 J01 Hip Girder 1 1 T22823521 Job Reference (optional) lGe t an, KY. �I, am .,.ry, F- - moo r, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:38 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-5ZIF4px_wCkvWvF6WBRDB2Ke000U34LboJWes2zlxrN 1-104 5-M 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 1-4-0 5x8 = 17 4 18 Scale = 1:22.3 I" 0 3x6 11 3x4 = 8-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.23 8-9 >458 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.20 8-9 >533 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS 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 puffins. 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=-3811499, 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. 11; 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 (jt=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) February 12,2021 WARNING - Veri desi n ty g parameters and READ NOTES ON s b THIS AND INCLUDED parameters REFERENCE PAGE n individual rev. building co BEFORE_ USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke East Job Truss Type Qty Ply lot 15/2 WATERSTONE 1�7---russ 2644822 PB1 VALLEY 4 1 T22823522 Job Reference o tional rce triant My, FL), Plant City, r-L -aloof, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:38 2021 Pagel I D:?l YDfltmYJ1 NmupVDA3te2z4H2S-5ZIF4px_wCkvWvF6 WBRDB2KmXOZi35SboJ Wes2zlxrN 4-4-0 8-5-0 4-4-0 4-4-0 4x6 = 3x6 = 2x4 11 3x6 = Scale = 1:16.3 Plate Offsets (X,Y)— [2:0-5-12,0-0-0) [4:0-5-12 0-0-01 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 0.36 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/rP12014 Matrix-P Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. 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 joint(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 NO_ TES- _ 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 atjoint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 12,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jo Truss Truss Type Qty Ply lot 1512 WATERSTONE .,,• 2644822 PB2 VALLEY 2 1 T22823523 Pu dldorc Firet.Cnnrrc (Plant City Fit Job Reference (optional) - - „ w 8.430 s Nov 30 zu2u Wit iek Industries, Inc. Fri Feb 12 07:52:39 2021 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-alsel9ychVsm73gl4vzSkGtxHovxoYhllzFBOUzlxrM 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 04-0 0-4-0 4-0-0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.26 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 Scale = 1:16.5 46 = 3x6 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 4 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structuratwood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) 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 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=4011; 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 atjoint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 12,2021 WARNING - Veri des n ty w parameters and READ NOTES ON THIS AND INCLUDED amete REFERENCE PAGE Mndivid rev. building BEFORE USE. OF Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual huilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1TFll Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job Truss Truss Type Qty Ply lot 15/�WATER r,tsT22823524 2644822 P63 VALLEY 2 1Jab Builders First.Rniirce (Plant CityFL) Plant Ct FL 33567 Re y, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Feb 12 07:52:40 2021 Page 1 ID.? 1 YDfitmYJ1 NmupVDA3te2z4H2S-2xQOWyESp_dIDPVecUhHTP7SCD4X_zuGd7lxxzlxrL 2-0-0 4-4'0 6-8-0 8-8-0 2-0-0 2A 2.4-0 2-0-0 6.00 12 3x4 g = 9 4 3x8 II 3x4 = 10 5 2x4 = 2x4 = Scale = 1:16.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud 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 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.14 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 24 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 Harz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 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=-192/367, 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 Extedor(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior(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) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(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 chord bearing and first diagonal or vertical web shall not exceed 0.500in. February 12,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, PFL arke Safefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 36610 Symbols PLATE LOCATION AND ORIENTATION 13 - Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1/1(�r - -I- For 4 x 2 orientation, locate plates 0- 'r+9' from outside edge of truss. Numbering System 6-4-8 1dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 ® 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. O3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and I— 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 This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Design connector plates. THE LEFT. 7. assumes itrusses accord with ANsuitably rpotected from the environment ' Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These. truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/1 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. 1& 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.