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HomeMy WebLinkAboutTrussfiF; D S ENDINEERING ASSOCIATES June 28, 2021 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 32 Blk Ph 3 Subdivision: Fort Pierce - Waterstone Address: 8337 Amalfi Cir. Model: 3000 Mod 2C A LHG KA # 21-4889 Truss Company: Builders First Source. Date of drawings: 6/22/21 Job No.: 2743273 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. . Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have an ffl*t ons, please do not hesitate to call. Sind �PF`L A. i` y ;•NS'L'.�; r 0. Z " /2 2 6/28/2021 O % 0 'r : C�!�i'b.�l;.••'• `�`� Scott Lewkowski, P.E. FL. �61 E N G 1N����'�tiFL. #78750 lllltit�" FDS Engineering Associates, A TSG Company "Your Building Code Experts" 6/28/2021 Luis Pablo Torres, P.E. FL. # 87864 If Ai y1K 1;� 37-00-00 224n4.nn MW ,Iq MMAIII III � III � 110, �t �1 C3 Expose IIII�: d C5 C3 C1 8 0 d CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A` LUS24 / JUS24 895 / 835 490 /510 ILI 7 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 JLB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 J to 0 D I HTU28-2 / THD28-2 14680 / 6005 13485 / 2695 1 1 P 0: E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 'IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 J to 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 J u+ 0 J THASR-L29 / 9100 / 8990 4095 / 4370 1 w 32 3 X 8 NOP El 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 witkthe 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 ENGINEEWNG ASSOCIATES Date: 06/28/2021 By: ES//6 Submittal No.: Project No.: 21-4889 Project Eng.: Carl Brown Project Name: Adams Homes - Fort Pierce - Waterston - Lot 32 Blk`Ph 3 VERIFY ALL DIMENSIONS AND CEJUNO COMITIONS PRIOR 70 APPROVAL SOME CEILING FRALTNG REQUIRED IN FIELD BY BUILDER MAIN WID FORCE RESISTING SYSTEWCL HYBRID MD ASCE7-19 IMPORTANT ENCLOSED EXPOSURE CATEGORYC OCCUPANCYCATEGORY B This Drawing Must Be Approved And WRO LOAD O FACTOR 1.00 WIND IMPORTANCE ' Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 1a0 PSF BOTTOM CHORD MR! LOAD Begin. For Your Protection Check All WI NONCONCURRENT rH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL• 5 PSF By Date TOTAL 37 PSF TOTAL, 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONT DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS, WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders 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: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 2W BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL 3000A ADDRESS: 9337 AMALFI CIR LOT / BLOCK: 32 PH3 SUBDIVISION: WATERSTONE CRY: FT PIERCE DRAWN BY. KSANCHEZ JOB # : 1 2743273 DATE: 1 06/05/2021 SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33683 Ph (813) 305-1300 Fax (813) 305-1301 Lumber design,vaW6s-are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek ® TIE: 2743273 - 3000 A FULL LANAI BLIK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 3000 A FULL LANAI T�I"SMIe 300�0 ULL LANAI Lot/Block: 32/PH3 Subdivision: WATERSTONE - 8337 AMALFI CIR Address: 8337 AMALFI CIR, . 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: ASCE 7-16 Wind Speed: 160 mph. Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 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 1 T24443722 AIGR 6/22/21 23 T24443744 D5A 2 T24443723 A2 6/22/21 24 - T24443745 D6A 3 T24443724 MA 6/22/21 25 T24443746 D7A 4 T24443725 MA 6/22/21 26 T24443747 D8A .5 T24443726 A5AGR 6/22/21 27 T24443748 E7 6 T24443727 131 G R 6/22/21 28 T24443749.. E7A 7 T24443728 132 6/22/21 29 T24443750 E7T 8 T24443729 133 6/22/21 30 T24443751 G1A 9 T24443730 B5A 6/22/21 31 T24443752 G2A 10 T24443731 B6A 6/22/21 32 T24443753 G3A 11 T24443732..B7A -6/22/21 33 T24443754 H7 12 T24443733.B8A 6/22/21 34 T24443755 1-17A 13 T24443734 B9 6/22/21 35 T24443756 K1 A 14 T24443735 C1 6/22/21 36 T24443757 K2AT 15 T24443736 C1A 6/22/21 37 T24443758 UAT 16 T24443737 C3 6/22/21 38 T24443759 MAT 17 T24443738 MA 6/22/21 39 T24443760 K5AT 18 T24443739 C5 6/22/21 40 T24443761 K6AT 19 T24443740 C5A 6/22/21 41 T24443762 K7AT 20 T24443741 D2A 6/22/21 42 T24443763 K8ATG 21 T24443742 MA 6/22/21 - 43 T24443764 PG1 22 T24443743 D4A 6/22/21 44 T24443765 PG2B1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIlTPI 1. These designs are based upon parameters 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 preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 6/22/21 0 ' I N • �F� ����� ;; E S �� 6, 2 •* r w.' TE OF� 0 R,k V.- �N N AL � r•�`• Joaquin, elez P35d. .68182 MITek U . , Inc.Cert 6634 6004 Pa a EasTampa FL.33610 Date: 1 J June 22,2021 Velez, Joaquin 1 of 2 Y RE: 2743273 - 3000 A FULL LANAI BLK Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 3000 A FULL LANAI Model: 3000 A FULL LANAI Lot/Block: 32/PH3 Subdivision: WATERSTONE - 8337 AMALFI CIR Address: 8337 AMALFI CIR, . City: FORT PIERCE State: FL No. Seal# Truss Name Date 45 T24443766 PG3 6/22/21 46 T24443767 PG4 6/22/21 2of2 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK a 1 T24443722 2743273 Al GR Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun z zuzi MI t ex incusroes, Inc. I ue Jun 22 i4: i I: i4 202I rage r I D:x_XMg R7vsTpljX7_7zwKvVygLd l-_vFrawyr? E7Rowi DHGGygOCx64tcAgq[YUQD uoz3i ch 7-0-0 11-2.0 15-4-0 22-4-0 23-8-0 1-4-0 7-0-0 4-2-0 4-2-0 7-0-0 1-4-0 4x6 = 16 3x4 = 4 Scale = 1:41.0 17 46 = m Io 4x4 = 6x8 = 6xB = 4x4 = 15-4-0' Plate Offsets (X Y)-- [8.0-4-0 Edge] [9.0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TIC 0.89 Vert(LL) -0.23 8-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.48 8-9 >557 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 99 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 2-8: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1203(LC 8), 6=-1206(LC 8) Max Grav 2=1672(LC 1), 6=1674(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3108/2081, 3-4=-2739/1958, 4-5=-2772/1980, 5-6=-3094/2086 BOT CHORD 2-9=-1665/2704, 8-9=-2088/3076, 6-8=-1670/2694 WEBS 3-9=-338/916, 5-8=-341/904, 4-9=-527/623, 4-8=-491/605 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. NOTES- 1) Unbalanced'roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 Ito uplift at joint(s) except (jt=lb) 2=1203, 6=1206. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 448 lb up at 7-0-0, 113 Ib down and 230 Ib up at 9-1-1, 226 lb down and 460 lb up at 11-1-1, and 113 Ib down and 230 Ib up at 13-2-15, and 233 lb down and 448 lb up at 15-4-0 on top chord, and 303 lb down and 113 lb up at .7-0-0, 92 lb down at 9-1-1, 184 lb down at 11-1-1, and 92 Ib down at 13-2-15, and 303 Ito down and 113 lb up at 15-2-15 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 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904: Parke East Blvd. Tampa FL 33610 Date: June 22,2021 Continued on a e 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent callapse,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?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK a 1• T24443722 2743273 Al GR Hip Truss 1 1 Job Reference (optional) 1*1 i3micers Flrstsource (plant uity, t-L), plant ulty, I-L - a0otf/, 0.40V C Jul L LVL 1 IVII I — If ILIU-11 i, 1111,. , — -I « .!Jo I D:x_XMg R7vsTpljX7_7zwKvVygLdl-_vFrawyr? E7 Rowi DH GGygO Cx64tcAggjYU QDuoz3i ch LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 10-13=-20 Cokentrated Loads (lb) Vert: 3=-1 86(F) 5=-186(F) 9=-270(F) 8=-46(F) 4=-226(F) 16=-113(F) 17=-113(F) 18=-46(F) 19=-92(F) 20=-46(F) 21=-224(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall_. building design. Bracing indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing M!Tek' prevent and/or 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?PIf Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443723 2743273 A2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43D s Jun 2 2uxi nor I eK Industries, Inc. I ue dun zz 14:n:1 a zuz i rage i ID:x XMgR7vsTpljX7_7zwKvVygLdl-S5pDoGzTmYFIP4HPr nBMEICZTHJvALtnBAmQEz3icg r,-1-4.0 6-3-4 9-0-0 13-4-0 16-0-13 22-4-0 23-8-0 1-4-0 6-3-4 2-8-13 4.4-0 2-B.13 6-3-3 1-4-0 �1 4x4 = 48 = Scale=1:40.8 4x4 = 5x8 = 3x4 = 4x4 = 9.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Gripe DOL 1.25 TIC 0.46 Vert(LL), 0.16 9 16 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.35 9-16 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS PLATES GRIP MT20 244/190. Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 7=0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-579(LC 12), 7=-579(LC 12) Max Grav 2=898(LC 1), 7=898(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1368/1108, 3-4=-116B/1008, 4-5= 996/932; 5-6=-1158/998, 6-7=-1366/1108 BOT CHORD 2-10= 801/1218, 9-10=-531/997, 7-9= 809/1187 WEBS 3-10= 339/410, 4-10=-240/362, 5-9= 236/395, 6-9=-345/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown.covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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=579, 7=579. 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. Im a 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��" a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 ANSUlPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443724 2743273 A3A Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL - 33567, 6.43U s Jun z zuzl mi I eK Industries, Inc. I us Jun zz 14:11:1 o zuz1 rage I ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-wlNb7c_5XrN91 DsbPhIQvRIN?te3ec000ovJygz3icf 11-4-0 5-9-4 11-0-0 11 - 16-6-12 22-4-0 14-0 5-9-4 5-2-12 0- - 5-2-12 5.9-4 0-2-0 Scale=1:40.2 4x6 = w Io 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = B-4-9 B-4-9 5.6-14 1 8-4-9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.12 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 7-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 102lb 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) 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 11) Max Uplift 6= 461(LC 12), 2=-584(LC 12) Max Grav 6=824(LC 1); 2=900(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/1160' 3-4=-1213/1042, 4-5=-1219/1051, 5-6=-1424/1171 BOT CHORD 2-9— 916/1273, 7-9=458/840, 6-7=-930/1248 WEBS 3-9— 373/471, 4-9=-300/465, 4-7=-317/476, 5-7=-381/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. .2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(K) 2-8-0 to 22-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=461, 2=584. �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. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 3000 A FULL LANAI BLK r T24443725 2743273 A4A Common Truss 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun z zuzi mmi i eK inausmes, Inc. i ue dun zz i 4: i t : I i zuz i rage i ID:x_XMgR7vsTpljX7_7zwKvVygLdl-OUx_Dy-jH9VOfNRozPpfSfgVwH_HN1 aAESftU7z3ice -1-4-0 5-10-4 11-2.0 16-5-12 _ 22-4-0 1-4-0 5-10-4 5-3-12 5-3-12 5-10-4 Scale=1:39.5 46 = 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 8-4-9 13-11-7 22-4-0 8-4-9 5-6-14 8-4-9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr YES WB 0.35 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=251(LC 11) Max Uplift 6— 461(LC 12), 2=-584(LC 12) Max Grav 6=824(LC 1), 2=900(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1411/1359, 3-4=-1212/1235, 4-5=-1219/1289, 5-6=-1419/1435 BOT CHORD 2-9=-1076/1268, 7-9=-534/833, 6-7= 1102/1242 WEBS 4-7=-458/486, 5-7=-385/619, 4-9= 383/475, 3-9=-377/555 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.15 7-12 >999 240 MT20 244/190 Vert(CT) -0.25 7-12 >999 180 Horz(CT) 0.04 6 n/a n/a Weight: 102 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 Comer(3E) -1-4-0 to 2-8-0, Extedor(2N) 2-8-0 to 11-2-0, Comer(3R) 11-2-0 to 15-2-0, Extedor(2N) 15-2-0 to 22-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=46112=584. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 M Io ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK r 1 T24443726 2743273 A5AGR Common Truss 1 2 Job Reference (optional) Builders FirstSource (I lant Gity, I-L), Ylant Gny, FL - 33bbl, 0.4sU s .fun Z ZUZ I nn 1 en nluuauieb, IIIU. 1 UV UUI 14L lY.1 1.1 o �U< Kayo 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-sgVMQI?L2TdsGXO_W 6Ku_sNdvhK96LjJT5OQ1 Zz3icd -1-4-0 4-2-15 6-11-10 11-2-0 15-4-6 18-1-1 22-4-0 1-4-0 4-2-15 2-8-11 4-2-6 4-2-6 2-8-11 4-2-15 4x6 11 01 an.oxealr- 3x6 II BAD = 10x12 = 5x8 = 4-2-15 6-11-10 11-2-0 4-2-15 2-8-11 4-2-6 Scale=1:40.2 c? Io 7x8 = 3x10 11 V 4x12 _ 18-1-1 22-4.0 —I 2-8-11 4-2-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.84 Vert(LL) 0.24 11-12 >999 240 - MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.40 10-11 >670 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 306 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc puffins. 5-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=251(LC 7) Max Uplift 8=-2586(LC 8), 2=-2180(LC 8) Max Grav 8=8357(LC 1), 2=5751(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12331/4387, 3-4=-12366/4460, 4-5=-9559/3360, 5-6=-9559/3360, 6-7=-13227/4310, 7-8=-15661/4951 BOT CHORD 2-13=-3833/10998, 12-13= 3833/10998, 11-12=-3819/11046, 10-11=-3684/11815, 9-10=-4345/14000, 8-9=-4345/14000 WEBS 5-11=-2767/8248, 6-11=-4311/1239, 6-10=-1048/4231, 7-10= 2809/820, 7-9=-625/2639, 4-11=-3233/1412, 4-12=-1175/3097 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom,chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-5-0 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �5) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=2586, 2=2180. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 Continued on a e 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK r T24443726 2743273 A5AGR Common Truss 1 2 L Job Reference o tional h 4 tyunaers rlrswource trianl i.ny, rLI, riant L.ny, rL - aa001, o.YaV VYIP G GVG, ..— — « , ., y� ID:x_XMgR7vsTpljX7_7zwKvVygLdl-sgVMQI?L2TdsGXO_W 6Ku_sNdvhK96LjJT5OQ1 Zz3icd NOT@S- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2523 lb down and 834 lb up at 7-1-8, 1335 lb down and 348 lb up at 11-0-12, 1394 lb down and 357 lb up at 13-0-12, 1458 lb down and 370 lb up at 15-0-12, 1489 lb down and 375 lb up at 17-0-12, 1570 lb down and 384 lb up at 19-0-12, and 1568 lb down and 384 lb up at 21-0-12, and 1401 lb down and 738 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8= 20 Concentrated Loads (lb) Vert: 11=-1335(B) 12=-2523(B) 15= 1488(B) 18=-1309(B) 19=-1369(B) 20=-1428(B) 21=-1442(B) 22=-1490(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not OF a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK r T24443727 2743273 B1 GR Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4JU s can z zuzi ml I eK Inausines, Inc. I ue can zz i v: i i; i a 262 r reye r ID:x_XMgR7vsTpljX7_7zwKvVygLdl-Kt3keeOzpmlj uhbA4pr7X4wn55cZrxhTil8_Z?z3icc • -11 0 7-0.0 10-0.0 13-0-0 19-7-8 1-4-0 7-0-0 3-0-0 3.0-0 6-7-8 i 5x6 i 3x4 = 4x4 = 5 Scale = 1:35.0 4x4 = 6x8 = 6x8 = 5x6 = 7-0-0 19- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL. 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.94 BC 0.87 WB 0.37 Matrix -MS DEFL. in Vert(LL) 0.17. Vert(CT) -0.27 Horz(CT) -0.08 (loc) I/defl Ud 7-8 >999 240 7-8 >877 180 2 n/a n/a PLATES GRIP MT20 244/19.0 Weight: 87lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD. Structural wood sheathing directly applied. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 2-7: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 6=162(LC 7) Max Uplift 6=-1012(LC 8), 2- 1114(LC 8) Max Grav 6=1852(LC 14), 2=1885(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-3433/1861, 3-4=-3163/1808, 4-5=-3013/1739, 2-3=-3524/1906 BOT CHORD 2-8=-1508/3080, 7-8- 1660/3299, 6-7=-1458/3084 WEBS 5-7=-513/1254, 3-8_ 502/1236, 4-8=-270/292, 4-7=-497/397 6 Ir 0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1012, 2=1114. �8) Girder carries hip end with 6-7-8 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down and 370 lb up at 13-0-0, 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. Joaquin Velez PE No.68182 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610. Date: June 22,2021 Continued on Daae 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent 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 ANSYTPlr Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK r T24443727 2743273 B1GR Hip Truss 1 1 Job Reference (optional) Builders FlrstSource (Plant Uity, FL), Plant Lxy, 1'L - :l tbb/, 0.413V 5 Jul1 4 zuz 1 IVII I CIS II lu—il M0, Il Iu. I UO UUI I GG IY. 1 1. 1 a cUc l I aUW ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-Kt3keeOzpmlj uhbA4pr7X4wn55cZrxhTilB_Z?z3icc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-6=-54, 3-5=-118(F=-64), 1-3=-54, 8-12=-20, 7-8=-44(F=-24), 7-9=-20 Concentrated Loads (lb) Vert: 7=-449(F) 8=-475(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443728 2743273 B2 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u s uun z zuzi ml I eK industries, Inc. I ue Jun 22 i4: I I:ZU 202I rage I ID:x_XMgR7vsTpljX7_7zwKvVygLdl-o3c6rz1 ca4teW rANeXNM3HS3FU?5aQMcxPtX5Sz3icb x 4-2-2 8-7-8 10-7-8 15.0-15 19-7-8 20-11-8 4-2-2 4-5-6 2-0-0 4-5-6 4-6-9 1-4-0 Scale=1:34.9 4x4 = 44 = 3x4 = 4x4 = 3x4 = q� = 4x4 = 8-7-8 i 10-7-8 19-7-8 8-7-8 2-0-0 9-0-0 Plate Offsets (X Y)-- [1.0-0-0 0-0-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.47 Vert(LL) -0.14 8-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.30 8-16 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 93 lb FT = 20%' LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 6=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-404(LC 12), 6=-528(LC 12) Max Grav 1=724(LC 1), 6=801(LC 1) ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1207/966,2-3=-945/754,3-4=-7991740,4-5=-9511734,5-6=-1248/1014 BOT CHORD 1-10=-712/1094, 8-10=-364/799, 6-8=-796/1103 WEBS 2-10=-351/438, 3-1 0=-1 30/252, 4-8=-129/287, 5-8=-420/480 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. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-1, Intedor(1) 4-0-1 to 8-7-8, Exterior(2E) 8-7-8 to 10-7-8, Exterior(2R) 10-7-8 to 16-3-6, Interior(1) 16-3-6 to 20-11-8 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 1=404,6=528. Joaquin Velez PE No..68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web chord members only. Additional temporary and permanent bracing MOW prevent and/or is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK r ' T24443729 2743273 B3 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43D s .tun z zuzi mi I eK mcusmes, inc. i ue gun zz Iv: I r:z I eue r rdye I D:2iJ W RJ W v4N Rw3aL?k?2OvNzXRgt-H FAU2J1 ELO? R8?IZCEubcV?FpuOyJsDl93d4duz3ica 4-10-12 9-7-8 14-4-4 19-7-8 20-11-8 4-10-12 4-8-12 4-8-12 5-3-4 1-4-0 Scale = 1:35.0 46 = m Io 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 5-11-3 13-3-13 19-7-8 5-11-3 _ 7-4-10 6-3-11 Plate Offsets (X Y)-- [1.0-0-0 0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.16 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 90 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=0-3-8, 5=0-8-0 Max Horz 1=-223(LC 10) Max Uplift 1=-404(LC 12), 5=-528(LC 12) Max Grav 1=724(LC 1), 5=801(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1213/999, 2-3=-1116/1044, 3-4=-1 168/1074,4-5=-1251/1026 BOT CHORD 1-9=-708/1087, 7-9= 365/706, 5-7=-768/1087 WEBS 3-7=-404/545, 4-7=-306/431, 3-9=-354/476, 2-9=-274/407 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. Il; 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 9-7-8, Exterior(2R) 9-7-8 to 13-7-8, Interior(1) 13-7-8 to 20-11-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=404, 5=528. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members.only. Additional temporary and permanent bracing MiTek" prevent 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 ANS11TPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty I Ply 3000 A FULL LANAI BLK T24443730 2743273 B5A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u s Jun z zuzl mi I eK Inousines, Inc. I ue Jun ZZ 14:1 i:ZZ ZuZ f rage 1 I D:x_XMgR7vsTpljX7_7zwKvVygLdl-ISksGf2s6h7118KIlyPg9iYJNldk2AW vgMeAKz3icZ n , -1-4-0 , 4-5-2 8-0-0 11-8.0 , 19-7-8 1-4.0 4-5-2 3-6-14 3-8-0 7-11-8 6x8 = 3x8 11 4x4 = uxo — 3x4 = 5x8 — 3x6 11 5-10-0 15-3-13 19-7-8 5-10-0 9-5-13 4-3-11 Plate Offsets (X Y)-- [5:0-4-0 0-1-15] [9:0-4-0 0-3-0] Scale=1:38.3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.50 9-10 >472 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.52 9-10 >453 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 122 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.1 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=421(LC 12) Max Uplift 8— 523(LC 12), 2=-523(LC 12) Max Grav 8=839(LC 1), 2=904(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-9 JOINTS 1 Brace at Jt(s): 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1506/1096, 3-4=-1402/1059, 4-5=-373/239, 5-6=-584/533, 6-7=-818/791, 7-8=-833/851 BOT CHORD 2-1 0=- 1377/1409, 9-10=-926/942 WEBS 4-10=-379/556, 7-9=-1171/1207, 4-12=-616/599, 11-12=-618/601, 3-10=-367/499, 9-11=-507/753, 6-11=-719/921, 5-11=-254/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-5-12 zone;C-C for members and forces & MW FRS 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 Qt=lb) 8=523, 2=523. �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. 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: 1-5=-54, 5-7=-54, 10-13=-20, 10-16=40(F=-20), 8-16=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904,Parke East Blvd. Tampa FL 33,610 Date: June 22,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersand 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443731 2743273 86A Half Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ts.4au s dun z zuzi MI I eK mausmes, inc. i ue dun zz r'{: I r:L4 Lv4I rnye ID:x_XMgR7vsTpljX7_7zwKvVygLdl-hgsdhL46eJNO?STBtNRIE7di l6KcW 5uCr1 rkEDz3icX r -1-4-0 5-10-0 7-1-4 8-0-0 11-3.15 13-8-0 19-7-8 1-4-0 5-10-0 1-3-4 -10-1 3-3-15 2-4-1 5-11-8 co �1 6.00 F12 6x8 3x4 = Scale=1:42.6 tx4 = dx4 = 3x4 = 3x4 = 3x6 I 5-10-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/fP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP M 31 REACTIONS. (size) 8=0-3-8, 2=0-8-0 Max Horz 2=488(LC 12) Max Uplift 8=-477(LC 12), 2=-449(LC 12) Max Grev 8=719(LC 17), 2=811(LC 17) 19-7-8 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.59 Vert(LL) 0.63 9-11 >371 240 MT20 244/190 BC 0.81 Vert(CT) -0.67 9-11 >351 180 WB 0.82 Horz(CT) -0.02 8 n/a n/a Matrix -AS Weight: 122 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/737, 3-4=-1469/1181, 4-5=-568/464, 5-6=-328/249, 6-7=-392/357, 7-8= 742/754 BOT CHORD 2-1 1=-1 119/1146, 9-11=-688/667 WEBS 4-11 =-912/1012, 6-12=-369/571, 9-12=-473/681, 7-9=-680/763, 12-13=-397/412, 3-11=-795/974, 6-13=-316/268, 5-13=-447/532 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(2E) 2-8-0 to 19-5-12 zone;C-C for members and forces & MW FRS 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=477, 2=449. .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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is'for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK r T24443732 2743273 B7A Half Hip Truss 1 t Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun z 2u21 not I eK Industries, Inc. I Ile Jun 22 14:11:25 202i rage i ID:x_XMgR7vsTpljX7_7zwKvVygLdl-91 Q?uh5kPcWtcc2KR4yXmLAr?VdUFcfL4hblmfz3icW 1-4-0 3-8-4 "0 15-8-0 19-71 1-4-0 3-8-4 4-3-12 7-8-0 3-11-B m i1 5x6 � 3x4 = Scale: 1/4"=1' 3x4 = 3x6 = 3x4 = 2x4 11 6xB = Plate Offsets (X Y)-- [4.0-2-12 0-3-4] [5:0-2-12 0-2-4] [11:0-2-8 0-2-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.72 Vert(LL) -0.51 8-10 >462 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.79 8-10 >295 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11, 7-11 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=550(LC 12) Max Uplift 7=-500(LC 12), 2=-426(LC 12) Max Gram 7=963(LC 17), 2=1004(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1793/943, 3-4=-1712/928, 4-5=-679/428, 5-6= 472/316, 6-7=-385/308 BOT CHORD 2-1 0=-1 477/1665, 8-1 0=-1 204/1206, 7-8=-1202/1190 WEBS 4-1 0=-1 75/639, 8-11=0/550, 5-11=-523/925, 6-11= 460/705, 4-11 =-1 493/1623, 7-11— 1791/1796, 3-1 0=- 128/308 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(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 15-8-0, Comer(3E) 15-8-0 to 19-5-12 zone;C-C for members and forces & MW FRS 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=500, 2=426. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BILK r � T24443733 2743273 138A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:26 2021 Page 1 I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-dD_N615MAwekEmdW_nTmJYiOVv7n_yrUJLKrJ5z3icV 1-4.0 3-8-4 A-10-12 8-0-0 13-0-3 17-8-0 19-7-8 1-4-0 3-8-4 1-2-8 3-1-4 5-0-3 4-7-13 1-1 1-B m dI1 0 6.00 12 4x4 = 3x4 = 3x4 = 5x8 = 3x10 = 3x6 11 Scale=1:56.3 ' 4-10-12 ' 3-1-4 7-6-0 ' 2-0-0 ' 1-11-8 Plate Offsets (X Y)-- [4.0-4-0 0-3-0] [9.0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Vert(LL) -0.31 8-9 >761 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.50 8-9 >470 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight:131 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-7, 5-8, 6-8 REACTIONS. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=612(LC 12) Max Uplift 7=-527(LC 12), 2=-399(LC 12) Max Grav 7=960(LC 17), 2=975(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1572/926, 3-4=-1307/648, 4-5=-279/100, 6-7— 1107/872 BOT CHORD 2-9=-1549/1518, 8-9=-701/676 WEBS 6-8=-788/1085,4-8= 786/910,4-9=-448/812,3-9— 453/742 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 Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 17-8-0, Comer(3E) 17-8-0 to 19-5-12 zone;C-C for members and forces & MW FRS 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jdint(s) except Qt=lb) 7=527, 2=399. „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. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cdrt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing MiTek" prevent and/or 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 ANSVTplr Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK c T24443734 2743273 B9 Monopitch 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun. 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:27 2021 Page 1 I D:x_XMg R7vsTplj X7_7zwKvVyg Ldl-5 PYIJ N6?xEmbswgYV??sm FDIJ M BjXBeY?4 PrYz3i cU r 1-1-4-0 6-9-11 13-0-13 19-7-8 1-4-0 6-9-11 6.3-3 6-6.11 2x4 11 5 3x4 = 3x4 = 3x4 = 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.36 6-8 . >657 240 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.54 6-8 >429 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014: Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except` 2-7: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 6=0-3-8, 2=0-8-0 Max Horz 2=667(LC 12) Max Uplift 6=-554(LC 12), 2=-372(LC 12) Max Grav 6=994(LC 17), 2=96B(LC 17). FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1340/431, 3-4=-1145/357, 5-6=-171/261 BOT CHORD 2-8=-988/1288, 6-8=-540/670 WEBS 4-8=-326/864, 4-6=-938/765, 8-8=-407/506 Scale=1:57.6 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% Structural wood sheathing directly applied or 4-1-6 oc puffins, except end verticals. Rigid ceiling directly applied or 5-11-2 oc bracing. 1 Row at midpt 5-6, 4-6 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-5-12 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 lost 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=554, 2=372. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK d ' T24443735 2743273 C1 JACK -OPEN TRUSS 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I Lie Jun 22 14:11:28 2UZ1 vage 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-Zb58Wj7diXuST3nv6CW EOzoSVjtHS4knmfpyN_z3icT -1-4-0 0-11-4 1 1-4-0. 0.11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(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. Scale = 1:7.6 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Conrl 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 (jt=lb) 2=227. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443736 2743273 CIIA JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:29 2021 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-2ofW k28FTrOJ5DM5gwl TxBKdF7DW BX_x?JZVvQz3icS 0.11-4 0.11-4 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(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. Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left exposed;C-C for members and forces & MW FRS 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 Ito uplift at joint(s) 3, 4 except (jt=lb) 2=227. Joaquin Velez PE No.68192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 _ Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BILK� T24443737 2743273 C3 JACK -OPEN TRUSS 10 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant city, FL - 33557, a.43u s Jun z zuzi oat i eK inausines, Inc. t ue dun zz 14: 1 t:za zuz r rage t ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-2ofW k28FTrOJ5DM5gwl TxBKdF7CW BX_x7JZVvQz3icS -1-4-0 2-11-4 1-4-0 2-11-4 I6 co N T Scale=1:12.7 Plate Offsets (X Y)-- [2:0-1-4 0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 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![PI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(1_C 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(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. Structural wood sheathing directly applied or 2-11-4 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; Lm40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK � T24443738 2743273 C3A JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK Industries, Inc. I us Jun'L'G 14:1I MU ZUZI rage 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-W_DuxOBtE989jNxIDdYiTOto?W Wxw_E4Ezl3Ssz3icR -1-4-0 2-11-4 1.4-0 2-11-4 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL). 0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=1.95(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.7 I6 N PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. 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) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent 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 ANSLITPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK r T24443739 2743273 C5 JACK -PARTIAL TRUSS 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4.0 3x4= 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:31 2021 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-_AnG9k9V_SGOKXW UnL3xOcQwBwp5fRUESd2c_Jz3icQ 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.06 4-7 >943 .240 TCDL 7A. Lumber DOL 1.25 BC 0.44 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/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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. Scale=1:17.6 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -14-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK 6 ' T24443740 2743273 C5A JACK -PARTIAL TRUSS 2 1 Job Reference (optional) Builders First50Urce (Plant city, FL), Plant cny, FL - 33567, t1.43U s JUn. z zuzl mu I eK Inausmes, Inc. I ue uun zz 14; I I;AZ eue I rage i ID:x_XMgR7vsTpljX7_7zwKvVygLdl-SNLeM4A7lmOtyh5gL2aAZpyl tK250ukNhHnAWlz3icP -1.4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 4-11-4 Plate Offsets (X Y)-- [2:0-0-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Gdp.DOL 1.25 TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.17 4-7 >354 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 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=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(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: 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 Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=145, 2=300. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 3000 A FULL LANAI BLK � T24443741 2743273 D2A Half Hip Truss 1 1 Job Reference (optional) cuncers rrrsmource triani i uy, rLl, riant i,ny, rL. - eebor, 0.%OU 5 Uul l L 4U 1 IVII I CIS Il luu- ub, II IU. I UO UUI I GG I I U. I ID:x XMgR7vsTpljX7_7zwKvVygLdl-OITPnmBOHNebB_E3STdeeEINV8hAsbug9bGGbez3icN r1-4-1 6-4-11 13-0-0 19-11-11 28-0-0 36-0-5 43-0-0 1-4-0 6-4-11 6-7-5 6-11-11 8-0-6 8-0.5 6-11-11 w dI 0 Scale=1:75.8 Sx6 = _ 6.00 12 3x4 = 5x6 3x4 = 3x4 11 16 — 1b 14 " 3x6 2x4 II ST1.5x8 STP= 5x8 WB = 6xB = 11-8.0 13-0-0 23-1-3 3x4 = 4x6 = 3x4 = 10-1-3 9 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.80 BC 0.99 WB 0.85 Matrix -AS DEFL. Vert(LL). Vert(CT) Horz(CT) in (loc) I/dell Ud -0.48 12-14 >764 240 -0.84 12-14 >442 180 0.10 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 239 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 M 31 'Except* BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-14, 6-12, 6-10, 7-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 2=0-8-0, 15=0-8-0 Max Horz 2=467(LC 12) Max Uplift 9=-771(LC 12), 2=-846(LC 12), 15=-799(LC 12) Max Grav 9=1588(LC 17), 2=1148(LC 2), 15=925(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1694, 3-4=-1607/730, 4-5=-1405/733, 5-6=-2275/1126, 6-7=-1809/847 BOT CHORD 2-16=-1869/1668, 15-16— 1856/1672, 14-15=-1856/1672, 12-14=-1150/2115, 10-12=-1147/2180, 9-10=-727/1369 WEBS 3-16— 556/123, 3-14=-397/1270, 4-14=0/415, 5-14=-10461578, 5-12=-27/411, 6-10=-620/500, 7-10=-287/1025, 7-9=-1847/997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 42-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. * 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ,7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=771, 2=846, 15=799. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK � T24443742 2743273 D3A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:35 2021 Page 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-syOn_6CO2hmSp6pFOA8tASaaKX1 kb5VpNFOg74z3icM r1-4-Q 6-6-11 12-0-0 15-0-0 22-0-3 29-0-8 35-10-1 43-0-0 1-4-0 6-6-11 7-0-3 7-0-4 6-9-10 7-1-15 5x6 = 2x4 11 5x6 = 6.00 12 5 22 23 6 24 7 25 3x4 = 8 26 Scale=1:75.6 4x6 = _ 16 __ 15 __ __ 19 _. - -- -- 10 3x6 _ 2x4 II ST1.5xB STP= 4x6 — 4xB = 4x6 = 3x4 = 6x8 6-6-11 12-0-0 22-0-3 32-5-4 43.0-0 6-6-11 5-5-5 10-0-3 10-5-1 10-6-12 Plate Offsets (X Y)-- [3:0-3-0 0-3-01 [5:0-3-0 0-2-0] [7:0-3-0 0-3-0] [9:Edge 0-2-0] 6xB = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.18 16-19 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.65 10-11 >565 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) -0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 257 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10: 2x4 SP No.2, 5-13: 2x4 SP M 31 REACTIONS. (size) 10=0-3-8, 2=0-8-0, 15=0-8-0 Max Horz 2=589(LC 11) Max Uplift 10=-600(LC 9), 2=-424(LC 12), 15— 1416(LC 12) Max Grav 10=1264(LC 19), 2=294(LC 1), 15=2162(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-10, 7-13, 7-11, 8-10, 5-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/569, 3-4=-814/592, 4-5=-655/548, 5-6=-1169/591, 6-7=-1159/591, 7-8=-1307/668 BOT CHORD 2-16=-854/191, 15-16=-836/191, 13-15=-190/336, 11-13=678/1299, 10-11=-578/981 WEBS 3-16=-750/216, 3-16= 519/1312, 4-15=-241/308, 5-13=-652/1320, 6-13=-409/436, 7-13=-284/251, 8-11=-85/658, 8-10=-1284/671, 5-15=-1520/1065 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 42-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=600, 2=424, 15=1416. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the topchord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 3000 A FULL LANAI BLK ' T24443743 2743273 D4A Half Hip Truss 1 1 Job Reference (optional) builders mrstbource tenant taty, t-L), mant Ury, rL - J;Zb/, C.4JU s Jun Z ZU41 Iwl I eK 111UUSIrIeS, I11U. I Ue JUI1 LL 14: 1 I:JO ZUZ 1 raye I I D:x_XMgR7vsTpljX7_7zwKvVygLd1-K8a9CSDep?uJ RIORauf6jf7i3x02KXHzcvl NfW z3icL r1-4-q 6-3-4 12-.0 17-0.0 22.9.5 28-6-111 37-0-15 43-0-0 1-4-0 6-3-4 5-8 5-0-0 5-9.5 5-9-5 8-6-5 5-11-2 Scale = 1:76.4 5x6 = 2x4 11 5x6 = 3x4 = 2x4 11 6.00 12 5 22 6 23 7 24 8 25 9 16 2115 „ 13 4x6 3x6 —_ 2x4 11 ST1.5x8 STP = 4x8 = 6x8 = 6-3-4 '12-0-0 22.9-5 _ 10 3x6 = 3x4 = 6x8 = 32-9-12 43-0.0 10-0-7 10-2-4 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 FBC202OfTP12014 CSI. TC 0.86 BC 0.90 WB 0.73 Matrix -A S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.41 13-15 >895 240 -0.64 13-15 >577 180 0.03 10 n/a n/a PLATES GRIP MT20 244/190, Weight: 266 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-10, 5-15, 6-13, 7-13, 7-11, 8-10 5-13: 2x4 SP M 31 REACTIONS. (size) 10=0-3-8, 2=0-8-0, 15=0-8-0 Max Horz 2=591(LC 12) Max Uplift 10=-611(LC 12), 2=-358(LC 12), 15=-144 8(LC 12) Max Grav 10=1302(LC 17), 2=349(LC 1), 15=2088(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) Cries except when shown. TOP CHORD 2-3=-208/420, 3-4=-675/409, 4-5=-473/404, 5-6=-1039/452, 6-7=-1039/452, 7-8=-1041/433 BOT CHORD 2-16=-824/148, 15-16=-810/146, 13-15=-240/469, 11-13=-557/1138, 10-11=-374/711 WEBS 3-16= 740/202, 3-15=-503/1308, 4-15= 340/416, 5-15=-1444/1018, 5-13=-431/1036, 6-13=-304/334, 7-11=-258/277, 8-11=-134/739, 8-10— 1228/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 22-9-5, Interior(1) 22-9-5 to 42-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. .5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=611, 2=358, 15=1448. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND IN MIT REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��" a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS117PIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK ' T24443744 2743273 D5A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun. 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:38 2021 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-HXiwd7FuLc81 gcYghJhao4CBcl6NoOEG3DEUkPz3icJ r1-4-Q 6-4-12 12-4.0 19-0-0 26.2-11 33-5.4 38.0-8 43.0-0 1-4-0 6.4-12 5-11-3 6-8.0 7-2-11 7-2-9 4-7-4 4-11-8 Scale=1:79.3 5x8 3x4 = 5x6 = 2x4 11 6.00 12 3x4 = 5 23 24 6 25 7 8 9 �t a " 16 15 3x6 = 2x4 11 ST1.5x8 STP = 5x6 = 6-4-12 12-0-0 124-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip, DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-17: 2x4 SP No.1 m m W 17 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). k34FA CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TIC 0.47 Vert(LL) 0.1716-20 >864 240 MT20 244/190 BC 0.78 Vert(CT) -0.51 10-11 >723 180 WB 0.96 Horz(CT) 0.32 17 n/a n/a Matrix -AS Weight: 255 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-17, 4-15, 4-14, 8-10 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 17=0-3-8 Max Horz 2=653(LC 12) Max Uplift 2=-248(LC 12), 15=-1614(LC 12), 17=-569(LC 12) Max Grav 2=188(LC 1), 15=2065(LC 1), 17=990(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-216/448, 3-4=-937/790, 4-5=-501/172, 5-6=-1082/644, 6-7=-1470/841, 7-8=-1470/841, 10-17=-990/569 BOT CHORD 2-16=-665/0, 15-16=-665/0, 14-15=-695/567, 12-14=-249/424, 11-12=-674/1134, 10-11=-480/768 WEBS 3-16=-740/267, 3-15=-544/1333, 4-15=-1524/1263, 4-14=-840/1229, 5-14=-778l742, 5-12=-584/962, 6-12=-665/564, 6-11=-264/451, 7-11=-315/323, 8-11=-524/1012, 8-10— 1171/766 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19.0-0, Exterior(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 42-10-4'zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=248, 15=1614, 17=569. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei PE No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply 3000 A FULL LANAI BLK ' T24443745 2743273 D6A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:11:39 2021 Page 1 ID:x_XMgR7vsTpliX7_7zwKvVygLdl-IjGlgTFW 6wGulm7OFOCpLIICm9RLXt3Plt_1 Grz3icl 11-4-q 5-9-4 11-0-0 19-0-0 27-0-0 34-10-4 43-0-0 1-4-0 5-9-4 5-2-12 8-0-0 8-0-0 7-10.4 8-1-12 Scale=1:75.8 5x6 = 3x4 = 5x6 = 3x4 = 3x4 11 4 21 22 5 23 6 24 7 25 8 2x4 II ST1.5xB STP = 4x6 = 3x4 = 4x6 = 3x4 = 6x8 _ —_ 3x6 6x8 = 22-3-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.89 BC 0.86 WB 0.79 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.15 14-15 >981 240 Vert(CT) -0.58 9-10 >638 180 Horz(CT) 0.04 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 7-9 REACTIONS. (size) 9=0-3-8, 2=0-8-0, 14=0-8-0 Max Horz 2=405(LC 12) Max Uplift 9=-550(LC 9), 2=-301(LC 12), 14=-1573(LC 12) Max Grav 9=1154(LC 18), 2=144(LC 1), 14=2354(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-58/629, 3-4=-803/902, 4-5=-750/884, 5-6=-1112/381, 6-7=-1414/582 BOT CHORD 2-15=-688/0, 14-15=-688/0, 12-14=-267/661, 10-12= 661/1410, 9-10=-605/1228 WEBS 3-15=-784/219, 4-14=-6971729, 5-14=-1870/1114, 5-12=-259/907, 6-12=-503/490, 7-10=0/471, 7-9=-1431/722, 3-14=-522/1436 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 Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 42-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=550, 2=301, 14=1573. 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. Joaquin Velez PE.No.68182 MiTek USA, Inc. FL 6ert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK ' T24443746 2743273 D7A Half Hip Truss 1 1 Job Reference (optional) euuaers t-Irslsource trianl t ny, r-Li, Mani Uny, rL - aabur, o.43u scan z eve t rvo r eK umustrres, rnu. I ue uuii ee r-1: r G9V eve r raye i I D:x_XMgR7vsTpljX7_7zwKvVygLd1-Dvgg2pG9tD PlvviDpkk2tVHSZYpkGKAYXXjboHz3icH . r1-4-Q 4-9-4 9-0-0 15.9-6 21=5-11 27-2-B 32-11.5 38-7-it 43-0-0 1-4-0 4.9.4 4-2-12 6-9-6 5-8-6 5-8-13 5-8-134-4-5 6.00 F12 ZMEE 4 24 Scale=1:75.8 4x4 = 5x6 = 3x4 —_ 5x6 = 2x4 11 46 = 5 25 6 26 7 27 8 9 10 28 29 19 30 18 17 16 15 14 13 12 11 3x6 i 3x4 = ST1.5xB STP= 3x4 = 3x4 = 3x6 = 3x4 = 48 = 3x6 II 6x8 = 3x6 = 7-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.57 Vert(LL). 0.1719-22 >826 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.16 19-22 >921 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 239 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 6-16 REACTIONS. (size) 11=0-3-8, 2=0-8-0, 18=0-8-0 Max Horz 2=343(LC 12) Max Uplift 11=-542(LC 9), 2= 335(LC 11), 18=-1583(LC 12) Max Grav 11=985(LC 22), 2=89(LC 1), 18=2181(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-69/607, 3-4=-82/702, 4-5=-1334/1159, 5-6=-357/104, 6-7=-1140/793, 7-8=-1430/1159, 8-9=-808(741, 9-10=-808f741, 10-11=-955/993 BOT CHORD 2-19=-699/0, 18-19=-649/376, 16-18— 104/357, 15-16=-641/936, 13-15=-1170/1418, 12-13=-1194/1369 WEBS 3-19=-256/533, 4-19=-1468/389, 4-18=-987/1787, 5-18=-1652/1532, 5-16=-640/900, 6-16=-1261/1255, 6-15= 394/542, 7-15=-447/587, 8-12=-721/608, 9-12= 283/504, 10-12= 1066/1175 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=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-0-0, Corner(3R) 9-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 42-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=542, 2=335, 18=1583. 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. Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK T24443747 2743273 D8A Half Hip Truss 1 1 Job Reference (optional) tit.ncers mrstsource trtanr cny, t-Ll, riani uny, rL - aJ00r, o.—. . <... I ... _,.. — �.„ ��� G ID:x_ _XMgR7vsTpljX77zwKvVygLdl-9lyQSVl PP,fS9Drbw9mW.NlsMRukClr_gChtAz3icF 1-4- 7-0-0 11-3-11 1 -0 0 15-11-10 23-1 31-3-0 38-10.11 43-0-0 1-4-0 7.0.0 4-3-11 -8- 3.11-9 7-7-11 7-7-11 7-7-11 4-1-6 6x8 -:�- 4x6 = 7x8 = 6.00 12 3 21 22 4 23 24 5 2526 27 28 Scale=1:75.8 4x4 = 7x8 = 4x6 = 2x4 11 629 30 31 32 33 7 34 35 36 8 37 9 17 38 39 16 40 41 15 - 42 4314 44 45 46 13 4i72 48 49 11 50 51 52 10 3x6 = 4x6 ST1.5x8 STP= 3x6 = 4x6 = 3x4 = 4x4 = 6x8 6x8 = 5x6 = 27-5-2 1-3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.27 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.20 17-20 >731 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MS Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 3-5-3 oc bracing. 10-12: 2x4 SP M 31, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-17, 5-16, 8-10 WEBS 2x4 SP No.3 REACTIONS., (size) 10=0-3-8, 2=0-8-0, 16=0-8-0 Max Horz 2=276(LC 8) Max Uplift 10=-1200(LC 5), 2=-261(LC 8), 16=-2750(LC 8) Max Grav 10=1911(LC 1), 2=256(LC 13), 16=4047(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 356/765,3-4=-330/642,4-5=-1534/2418,5-6=-1613/882,6-7=-3404/2050, 7-8=-2880/1697 BOT CHORD 2-17= 608/328, 16-17=-2418/1534, 13-14=-1929/2927, 11-13=-2334/3560, 10-11=-1254/1834 WEBS 3-17— 762/600, 4-17=-1698/2187, 4-16=-1719/1438, 5-16=-3156/2095, 5-14=-1152/2236, 6-14=-1776/1415, 6-13=-1631713, 7-13=-211/384, 7-11=-920/861, 8-11=-598/1414, 8-10=-2397/1677 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; 6=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -4) Provide adequate drainage to prevent water ponding. 5) 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 Qt=lb) 10=1200, 2=261, 16=2750. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ;ont'nued on a e 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type � � Oily Ply 3000 A FULL LANAI BLK T24443747 2743273 D8A Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, u.a;ju s dun z zuz i rvu I eK Inuusrnes, mu. I ue oul1 LL IY. I i - LWL I Kao y IDx XMgR7vsTpIjX7_7zwKvVygLdl-9lyQSVIPPrfS9Drbw9mWzwNlsMRukClr_gChtAz3icF NOT6S- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 164 lb up at 9-1-1, 87 lb down and 164 lb up at 11-1-1, 87 lb down and 164 lb up at 13-1-1, 87 lb down and 164 lb up at 15-1-1, 87 lb down and 164 lb up at 17-1-1, 87 lb down and 164 lb up at 19-1-1, 87 lb down and 164 lb up at 21-1-1, 87 lb down and 164 lb up at 23-1-1, 87 lb down and 164 lb up at 25-1-1, 87 lb down and 164 lb up at 27-1-1, 87 lb down and 164 lb up at 29-1-1, 87 lb down and 164 lb up at 31-1-1, 87 lb down and 164 lb up at 33-1-1, 87 lb down and 164 lb up at 35-1-1, 87 lb down and 164 lb up at 37-1-1, 87 lb down and 164 lb up at 39-1-1, 87 lb down and 164 Ito up at 41-1-1, and 87 lb down and 164 lb up at 42-10-4, and 93 lb down and 103 lb up at 7-0-0 on top chord, and 341 lb down and 148 lb up at 7-0-0, 65 lb down at 9-1-1, 65 lb down at 11-1-1, 65 lb down at 13-1-1, 65 lb down at 15-1-1, 65 lb down at 17-1-1, 65 lb down at 19-1-1, 65 lb down at 21-1-1, 65 lb down at 23-1-1, 65 lb down at 25-1-1, 65 lb down at 27-1-1, 65 lb down at 29-1-1, 65 lb down at 31-1-1, 65 lb down at 33-1-1, 65 lb down at 35-1-1, 65 lb down at 37-1-1, 65 lb down at 39-1-1, and 65 lb down at 41-1-1, and 65 lb down at 42-104 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 10-18=-20 Concentrated Loads (lb) Vert:3=-87(B) 9- 87(B)10=-40(B) 17=-341(B) 7=-87(B)11- 40(B) 8=-87(B) 12=40(B) 21=-87(B) 22=-87(B) 23=-87(B) 24=-87(B) 25- 87(B) 27=-87(B) 28=-87(B) 29=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 34=-87(B) 35=-87(B) 36=-87(B) 37=-87(B) 38=-40(B) 39=-40(B) 40=-40(B) 41=40(B) 42=-40(B) 43=40(B) 44=40(B) 45=-40(B) 46=40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 51=-40(B) 52= 40(B) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK T24443748 2743273 E7 JACK -PARTIAL TRUSS 44 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s ,lun 2 2021 MiTek eK industries, inc. I ue Jun 22 i 4: t t :43 2021 rage r ID:x_XMgR7vsTpljX7_7zwKvVygLdl-dUVpgrl1 ABnJmNQoUsHIVBvtHmoPTtS4DUyFPcz3icE 1-4-0 3-0-0 7-0.0 1-4-0 3-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 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 (lb) or less except when shown. Scale=1:23.0 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.22 4-7 >377 240 MT20 244/190 Vert(CT) -0.21 4-7 >389 180 Horz(CT) -0.01 3 n/a n/a Weight: 24 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 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply 3000 A FULL LANAI BLK T24443749 2743273 E7A JACK -PARTIAL TRUSS 3 1 Job Reference (optional) Builders First5ource (Plant city, FL), Flant otty, FL - JJb5/, 0.1fau s dun c 4U& i rvu r en u,uwu,aa, u,u. , uo Sul i « +. . uu� , ID:x XMgR7vsTpIjX7_7zwKvVygLdl-dUVpgrllABnJmNQoUsHIV8vsEmoVToQ?DUyFPcz3icE 1-4-0 3-1-14 7-0-0 1.4-0 3-1.14 3-10-2 Scale=1:23.0 3x10 i 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.32 6-9 >260 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.28 6-9 >292 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) -0.01 6 n/a ri BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 31 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-101(LC 12), 2=-366(LC 12), 6=-234(LC 12) Max Grav 4=103(LC 17), 2=336(LC 1), 6=178(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/600 BOT CHORD 2-6=-996/306 WEBS 3-6=-333/1083 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, Extedor(2R) 2-8-0 to 6-11-4 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. -6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=101, 2=366, 6=234. 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. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing MiTek- prevent and/or is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK � T24443750 2743273 E7T Jack -Partial 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Jun. 2 2U21 MI I ek Industries, Inc. I ue Jun 22 14:11:44 2021 rage i ID:x_XMgR7vsTpljX7_7zwKvVygLdl-5g3BtBJfxSvAOX7_2zo_2LS5pAFuCGcBSBhox3z3icD 1-4-0 1-7-4 2-8.0 7-0.0 1.4.0 1-7.4 1-0-12 4-4-0 i 3x4 = 2-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.30 8 >281 240 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.24 8 >341 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.14 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-44(LC 12), 2=-213(LC 12), 6=-140(LC 12) Max Grav 5=25(LC 17), 2=342(LC 1), 6=260(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-331/427 BOT CHORD 3-7=-758/501 WEBS 4-7=-582/881 Scale = 1:23.0 m 19 d� 0 0 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=213, 6=140. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty Ply 3000 A FULL LANAI BLK T24443751 2743273 G1A HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant L:Ity, t-L - 33bbf, 8.4JV' JUII 4 4U4I IYII I CA II IUUJlI1CJ, II- 1 UC UUII GG lY. 1 ,.uvV , I D:x_XMgR7vsTpliX7_7zwKvVygLdl-23BxIsLvS39udr9M9_gS7mXR8zrDg_cRvSAvOxz3icB 4- 6-4-12 12-4-0 16-8-0 21-0-0 24-5-14 11 -1 33-5-4 38.0-0 43.8-0 48-1-8 54-3-4 60-8-0 4- 6-4.12 5-11-3 4-4-0 4-4-0 3-5-14 4-5-11 4-5-11 4-6-12 5-8-0 4-5-8 6-1-12 6-4-12 4- 6.00 12 5x6 = 5x6 = 2x4 11 3x8 = 5x8 = Scale=1:117.4 .P = 14 15 xv a 39 26 25 3.00112 2.73112 - - 11 ST1.5x8STP= 2x4 II ST1.5x8STP= 7x8 = m 0 9 l L 0 0 N 6-4-12 15-7-4 0-4-0 8-8-0 ' 3-5-14 ' 4-5-11 ' 4-5-11 4-6-12 5.8-0 ' 4-2-0 ' 6-5-4 6-4-12 Plate Offsets (X Y)-- [4.0-3-0 0-3-0] [6.0-3-0 0.2-0] [8:0-2-12 0-3-0] [10:0-3-8 0-1-8] [11:0-6-0 0-2-8] [13:0-2-4 0-3-4] [18:0-3-0 0-0-11],[25:0-5-8,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 20-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.48 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.22 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 416 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except BOT CHORD 2x6 SP No.2 *Except* 2-0-0 oc purins (3-2-10 max.): 6-11. 14-18: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-24, 7-24 5-25: 2x4 SP No.2 2 Rows at 1/3 pts 5-26 REACTIONS. (size) 2=0-8-0, 25=0-8-0, 14=0-8-0 Max Horz 2=421(LC 11) . Max Uplift 2=-677(LC 22), 25=-2285(LC 12), 14=-968(LC 12) Max Grav 25=3477(LC 1), 14=161O(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD- 2-3=-692/1788, 3-4=-1505/2238, 4-5=-1338/2230, 5-6=-512/364, 6-7=-467/379, 7-8— 1850/1114, 8-9=-2774/1561, 9-10= 2774/1561, 1,0-11=-2568/1581, 11 -1 2=-2360/1500,12-13=-2485/1520, 13-14=-3006/1715 BOT CHORD 2-26=-1704/652, 25-26=-1704/652, 24-25=-653/796, 22-24=-128/1111, 21-22=-549/1917, 20-21=-1015/2637, 19-20=-844/2123, 18-19=-1055/2221, 17-18— 1024/2155, 16-17=-1390/2636, 14-16=-1391/2633 WEBS 3-26=-797/277, 3-25=-543/1354, 5-25=-3005/1798, 5-24= 785/1574, 7-24=-1586/953, 10-21=-14/411„ 10-20=-617/314, 11-20=-290/837, 11-19=-213/316, 12-19=-259/315, 13-17=-614/413, 13-16=0/271, 4-25=-329/353, 7-22= 754/1525, 8-22=-1324/787, 8-21=-702/1411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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 26-7-14, Interior(1) 26-7-14 to 43-8-0, Extedor(2R) 43-8-0 to 49-3-14, Interior(1) 49-3-14 to 62-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MW FRS 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. (&1rTtnjerfrion hsa baen designed for a 10.0 Dsf bottom chord live load nonconcurrent with anv other live loads. Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTpII Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 City Ply 3000 A FULL LANAI BLK T24443751 2743273 131A HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s dun 2 2021 MI !UK n1UMiLrUb, H1U. 1 UU UUII LG 19.1 1.40 cU/ l Faye I D:x—XMg R7vsTpljX7_7zwKvVygLd I-23BxlsLvS39ud r9 M9_gS7mXRBzrD g_cRvSAvOxz3icB NOTES- 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=677, 25=2285, 14=968. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply 3000 A FULL LANAI BLK � T24443752 2743273 G2A PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) Bulieers f-irsviource (viant L;ity, t-t_), mant u1y, t-u - JJbbr, 0.4Ju b Jul 4 4u... - 1 GA II iUUJ4iea, a— i uv duu cc 11.1 arc , ,use , I D:x](MgR7vsTpIjX7_7zwKvVygLdl-W FIJ W CMYDNHI F_kZji Mhf_4ckNl FPSYa86wSYNz3icA 16-6-0 -1-4- 6-4-11 12-4-0 14.6-9 20-8-0 24.4.12 28-11-0 33-5-0 38-2-5 44-0-0 50.1-8 54.3.4 60.8-0 -0 -4- 6-4-11 5-11-5 2-2.9 -11- 4.2-0 3-8-12 4-6-4 4-6-4 4-9-1 5-9-11 6-1-8 4-1-12 6-4-12 -4- Scale=1:117.4 m 0 38 ST1.5x8 STP = 6.00 12 5x6 = 26 25 2x4 II ST1.5x8STP= 7x8 = 24 5x8 5x6 = 2x4 II 3x6 = 8 9 35 10 3.00 F12 2.73112 18 17 16 5x6 = 4x4 = 2x4 11 In m 14 `? 15 iv j 6 q N ST1.5x8 STP = 6-4-11 12-0.0 12 -0 20-8-0 24-4-12 28-11-0 33-5.4 38-2-5 44-0-0 47-10-0 54-3-4 60-8.0 6.4-11 5-7-5 0- -0 8-4-0 3.8-12 4-6-4 4-6-4 4-9-1 5-9-11 3-10-0 6-5-4 6-4-12 Plate Offsets (X Y)-- [4.0-3-0 0-3-0] [6:0-3-0 0-2-0] {8:0-3-0 0-3-0] [11:0-6-0 0-2-8] [13:0-3-0 0-3-0] [18:0-3-0 0-0-11] [25:0-5-8 0 4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.77 Vert(LL) 0.37 20-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.47 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.20 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight:421 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc pudins, BOT CHORD 2x6 SP M 26 except WEBS 2x4 SP No.3 `Except` 2-0-0 oc puriins (3-2-12 max.): 6-11. 5-25: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-24 2 Rows at 1/3 pts 5-25 REACTIONS. (size) 2=0-8-0, 25=0-8-0, 14=0-8-0 Max Horz 2=414(LC11) Max Uplift 2=-702(LC 22), 25=-2313(LC 12), 14=-962(LC 12) Max Grav 25=3501(LC 1), 14=1605(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-741/1842, 3-4=-1540/2284, 4-5=-1362/2259, 5-6=-432/297, 6-7=-390/318, 7-8=-1865/1097, 8-9=-2835/1574, 9-10=-2835/1574, 1.0-11= 2612/1597, 11 - 1 2=-2362/1454, 12-13=-2558/1568, 13-14=-3057/1742 BOT CHORD 2-26=-1755/696, 25-26=-1755/696, 24-25=-730/850, 22-24=-109/1099, 21-22=-556/1955, 20-21 =- 1037/2679, 19-20=-848/2116, 18-19— 1128/2289, 17-18=-1114/2251, 16-1 7=- 1396/2666, 14-16=-1398/2673 WEBS 3-26= 796/280, 3-25=-547/1353, 5-25=-2984/1778, 5-24=-813/1607, 7-24=-1627/975, 8-21=-713/1429, 10-21=-11/423, 10-20=-625/310, 11-20= 318/896, 12-19=-358/362, 13-17=-579/364, 13-16=-85/336, 4-25=-334/358, 7-22= 756/1550, 8-22— 1329/788 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 20-8-0, Extedor(2R) 20-8-0 to 26-3-14, Interior(1) 26-3-14 to 44-0-0, Exterior(2R) 44-0-0 to 49-7-14, Interior(1) 49-7-14 to 62-0-0 zone; porch left exposed;C-C for members and forces & MW FRS 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. A) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint(bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or Joaquin Velez PE No.68182 bracing. 5) Provide adequate drainage to prevent water ponding. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 6) All plates are 4x6 MT20 unless otherwise indicated. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide June 22,2021 -orv9iHtt4cbeh fde bottom chord and any other members. ® WARNING - Verity 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 propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443752 2743273 32A PIGGYBACK BASE TRUSS 5 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, e.aau s jun z zucl IwI I eK mausmes, II IL;. I ue J1a1 LL I Y:1 I.Y/ cuc I rays ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-W FIJW CMYDNHIF_kZiMhf_4ckNl FPSYa86wSYNz3icA NOT6S- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 25=2313, 14=962. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK ' T24443753 2743273 G3A PIGGYBACK BASE TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.4sU s dun z zun MiTek eK inauslnes, inc. i ue jun zz i 4; r i Av cuc i raye i ID:1-XMgR7vsTpljX7_7zwKvVygLdl-Set4xuNol_XTVI uxr7O91 P9_gBsRtLWtbQPZdGz3ic8 1-4- 6.4-13 12-4-0 16-6.0 20.8-0 26-9.6 33-5-4 38-2-5 44-0.0 50-1-8 54-8.0 60.8-0 6 •0- -4- 6.4.13 5-11-4 4-2-0 4-2.0 6-1-6 6-7-14 4-9-1 5-9-11 6-1-8 4.6.8 6-0-0 4- 5x8 = 3x6 = 5x6 = 3x6 = 5x8 = ae 25 24 —.1 " 2.73112 _-_ - ST1.5x8 STP= ST1.5x8STP= 2x4 II ST1.5x8STP= 3x6 II 7x8 6-4-13 6-7- 44.0.0 . 47-10.0 Scale=1:111.7 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 FBC2020lrP12014 CSI. TC 0.60 BC 0.81 WB 0.99 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) 0.24 20 >999 240 Vert(CT) -0.35 20-21 >999 180 Horz(CT) 0.16 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 403 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, BOT CHORD 2x6 SP No.2 'Except* except 13-17: 2x4 SP No.2 2-0-0 oc puffins (3-4-6 max.): 6-10. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-20: 2x4 SP M 31 WEBS 1 Row at midpt 6-23 2 Rows at 1/3 pts 5-24 REACTIONS. (size) 2=0-8-0, 24=0-8-0, 15=0-8-0 Max Horz 2=414(LC 11) Max Uplift 2=-357(LC 18), 24=-1904(LC 12), 15— 1160(LC 12) Max Gram 24=3080(LC 17), 15=2117(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/1292, 3-4=-987/1691, 4-5=-819/1638, 5-6=-709/427, 6-7=-1592/872, 7-8=-2674/1255, 8-9=-2674/1255, 9-10=-2219/1128, 10-11=-1747/857, 11-12=-1140/474, 12-13=-1372/640 BOT CHORD 2-25=-1223/276, 24-25=-1223/283, 23-24=-371/562, 21-23=0/783, 20-21= 310/1812, 19-20=-567/2343, 18-19— 278/1534, 17-18=-107/984, 16-17— 104/951, 15-16=-506/1393, 13-15=-505/1392 WEBS 3-25=-800/278, 3-24=-579/1339, 5-24=-2659/1309, 5-23=-534/1371, 6-23=-1033/622, 6-21= 661/1497, 7-21=-1139/668, 7-20=-480/1358, 8-20=-296/297, 9-20=-185/773, 9-19=-810/445, 10-19— 413/1165, 10-18=-410/357, 11-18=-474/704, 11-16=-910/820, 12-16=-1265/1667,12-15=-1952/1670,4-24=-324/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. • II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-8-0, Exterior(2R) 20-8-0 to 26-3-14, Interior(1) 26-3-14 to 44-0-0, Exterior(2R) 44-0-0 to 49-7-14, Interior(1) 49-7-14 to 62-0-0 zone; cantilever right exposed ; porch left exposed;C-C for members and forces & MW FRS 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bmcing and the Joaquin Velez PE No.68182 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek USA, Inc. FL Cert 6634 bracing. 5) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa FL 33610 Date: 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 22,2021 Continued on Daae 2 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443753 2743273 G3A PIGGYBACK BASE TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a.43U s dun z zuzi mI I eK Industries, inc. i ue dun zz i 4:t i :va zuz i rage z I D:x_XMgR7vsTpljX7_7zwKvVygLdl-Set4xuNol_XTVI uxr7O9l P9_gBsRtLW tbQPZdGz3icB NOTES- 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=357, 24=1904, 15=1160. 10) Glaphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��� a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 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 ANSI1TPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK � T24443754 2743273 H7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, o.vau s jun 2 262 I Ivu r eR 111UUJ111Ub, 111U. 1 UW UUI I GG I ti. 1 1- au c 1 1 aga 1 ID:x_XMgR7vsTpljX7_7zwKvVygLdl-wgQSBEOQW IfK6ST80gvOHci9DaGPcxS1 g4B79iz3ic7 1-10-10 4-6-0 9.10-13 1-10-10 4-6.0 5.4-13 Scale=1:22.0 4-6-0 5-4-13 Plate Offsets (X Y)-- [2.0-2-11 0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 - BC 0.58 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 HOrz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 8-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-178(LC 8), 2=-392(LC 8), 6=-121(LC 8) Max Grav 4=147(LC 1), 2=429(LC 1), 6=277(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 701/343 BOT CHORD 2-7=-493/670, 6-7=-493/670 WEBS 3-7=0/263, 3-6=-701/516 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); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=178, 2=392, 6=121. 18) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 101 lb up at 1-5-12, 101 lb up at 1-5-12, 56 lb up at 4-3-11, 56 lb up at 4-3-11, and 33 lb down and 153 lb up at 7-1-10, and 33 lb down and 153 Ib up at 7-1-10 on top chord, and at 1-5-12, at 1-5-12, at 4-3-11, at 4-3-11, and 34 lb down at 7-1-10, and 34 lb down 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 Concentrated Loads (lb) Vert: 11=85(F=43, B=43) 12=-66(F= 33, B=-33) 14=-34(F=-17, B=-17) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443755 2743273 1-17A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 21.4JU s ,lun z zuZ1 MI I eK mcusmes, inc. i ue uun zz r v; r r a i cuc r rdye r I D:1LXMgR7vsTpljX7_7zwKvVygLdl-01_gLaP2HbnBkc2KyYOdggFKw_ceLOiA3kugh9z3ic6 1-10-10 4-6.0 9-10-13 1-10-10 4-6-0 5-4.13 Scale=1:22.0 4.6-0 9-10-13 4.6-0 5-4-13 Plate Offsets (X Y)-- r2:0-2-11 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.10 6-7 >999 180 - BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4= 179(LC 8), 2=-602(LC 8), 6=-330(LC 8) Max Grav 4=147(LC 1),2=429(LC 1), 6=277(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/747 BOT CHORD 2-7=-876/670, 6-7=-876/670 WEBS 3-7=-148/263, 3-6=-701/916 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=179, 2=602, 6=330: 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb up at 1-5-12, 101 lb up at 1-5-12, 56 lb up at 4-3-11, 56 lb up at 4-3-11, and 33 lb down and 153 lb up at 7-1-10, and 33 lb down and 153 lb up at 7-1-10 on top chord, and at 1-5-12, at 1-5-12, at 4-3711, at 4-3-11, and 34 lb down at 7-1-10, and 34 lb down at 7-1-10 on bottom chord. The designtselection 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 Concentrated Loads (lb) Vert: 11=85(F=43, B=43) 12— 66(F=-33, B= 33) 14=-34(F=-17, B=-17) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 3000 A FULL LANAI BLK T24443756 2743273 K1 A Hip Truss 1 1 Job Reference (optional) utniaers mrstsource (mam tarty, t-L), ream uty, rL - 000W, o.vou . ­11 <... r • .. o ,., « , ,. , ,. , . -I- , ID:x_XMgR7vsTpijX7_7zwKvVygLdl-tDYCZwPg2vv2MmcW W FxsM1 nULOwl4k6JHOdDDbz3ic5 11-10-9 15-7-9 19-8-0 1.0- 27-2-10 33-5-4 38-6-10 43-8-0 49.2-4 55-0-0 5-5-13 3-B-15 4.0.7 -4- 6-2-10 6.2-10 5-1-6 5-1-6 5-9-12 6.00 12 2x4 11 5x6 = 3x6 = 5x6 = 3x6 = 5x8 = 6 7 32 833 34 9 10 35 36 11 1-:21 6x8 i4 3x63 ST1.5x8 STP31 204x6 m 12 26 25 24 23 22 3.00 F12 _ 2x4 11 3x8 = 5x8 = 2x4 11 4x6 — 6x8 = 8x12 15-7-9 Scale=1:102.4 46 13 m N m o 1716 Lb 4 di zz 15 3x8 = 3x6 = 14 27 3x4 = 2.73 Ll2 Plate Offsets (X Y)-- [7.0-3-0 0-2-0] [9:0-3-0 0-3-0] [11:0-6-0 0-2-81 [21:0-2-12 Edge] [24:0-3-5 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.32 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.38 20-21 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.23 27 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 379 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-22, 4-24, 5-23, 4-23, 8-20, 7-20, 7-21 13-27: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 24=0-5-8, 27=Mechanical Max Horz 2=367(LC 12) Max Uplift 2=-338(LC 22), 24=-1670(LC 12), 27=-795(LC 12) Max Gram 2=136(LC 9), 24=2820(LC 1), 27=1417(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 719/1005, 3-4=-907/1419, 5-6=-616/531, 6-7=-615/623, 7-8=-1642/1202, 8-9=-2554/1705, 9-10=-2567/1718, 10-11=-2082/147i, 11-12=-1751/1198, 12-13=-1364/858, 14-27=-1417/856, 13-14=-1367/885 BOT CHORD 2-26=-874/420, 24-26— 874/420, 23-24=-1161l742, 20-21=-325/742, 19-20=-875/1704, 18-19=-1159/2146, 17-18— 813/1544, 15-17= 708/1207 WEBS 3-26=01261, 3-24=-615/425, 9-19=-297/298, 4-24=-2447/1626, 11-17=-298/203, 12-17=-175/491, 5-21=-650/1213', 21-23= 273/182, 5-23=-1520/994, 4-23=-116011943, 10-18=-800/562, 8-20=-1150/829, 12-15=-790/610, 8=19=-681/1195, 10-19=-361l725, 11-18=-541/979, 7-20=-805/1452, 7-21=-1060/576, 13-15=-766/1311 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(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 43-8-0, Exterior(2R) 43-8-0 to 49-1-12, Interior(1) 49-1-12 to 54-10-4 zone;C-C for members • and forces & MW FRS 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. S) 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 2-070 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 2=338, 24=1670, 27=795. MiTek USA, Inc. FL Cart 6634 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 22,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek° prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 3000 A FULL LANAI BLK T24443757 2743273 K2AT Hip Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s dun z 202i Mi I ex inauslnes, urc. r ue dun cc ry: 1 !.UY cvc r rage r ID:x_XMgR7vsTpljX7_7zwKvVygLdl-pcgz_cRxaW 9mb3mvdg_KSSstRCXW YdJcli6KITz3ic3 1-4- 6-4.12 11-10.11 14-1.8 19-0-0 23.7-12 27.8.0 33.8.9 39.7.7 45-8-0 50-4-8 TUN -4- 6.4.122-2-13 4.10-8 4-7-12 4.0.4 6.0.9 5.10.13 6-0-9 4-8-8 4-7-8 Scale = 1:100.6 5x6 = 3x6 = 3x4 11 5x6 = 3x6 = 5x8 = 6.00 12 6 7 33 8 34 9 10 35 36 11 27 26 25 cY 5x8 _ YJ YY 20 19 18 1 116 15 14 4x6 = 2x4 11 6x8 = 5x8 = 3x4 I I 6x8 Sx8 3x6 = 5x6 = 3x4 11 3x6 = 14-1-8 6-0-12 11-10-11 11-1 -12 19-0-0 27-8-0 33-8-9 39-7-7 45-8-0 55-0-0 6-4-12 5-5-15 0- -1 4-10-8 8-8-0 6 e 5-10-13 6-0-9 9-4-0 2-2-12 Plate Offsets (X Y)-- [3.0-3-0 0-3-0] [6:0-3-0 0-2-0] [9:0-3-0 0-3-0] [11:0-6-0 0-2-8] [14:0-1-12 0-3-01 [21:0-2-.12 Edge] 123:0-5-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48. Vert(LL) -0.32 21-22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.54 21-22 >955 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:411 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 1 Row at midpt 5-23, 8-21 10-18,11-16: 2x4 SP No.2, 13-14: 2x6 SP No.2 6-0-0 oc bracing: 23-25 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-22, 9-18, 10-16, 11-15, 12-14, 4-26, 9-21 REACTIONS. (size) 2=0-8-0, 26=0-5-8, 14=Mechanical Max Horz 2=370(LC 12) Max Uplift 2=-119(LC 22), 26=-1501(LC 12), 14=-824(LC 12) Max Grav 2=132(LC 21), 26=3115(LC 17), 14=1843(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/563, 3-4=-589/1147, 4-5=-172/470, 5-6=-975/598, 6-7=-821/611, 7-8— 1856/1122, 8-9=-1848/1122, 9-10— 187411147, 10-11=-1804/1125, 11-12=-1612/939 BOT CHORD 2-27=-522/167, 26-27=-532/164, 16-18=-817/1737, 15-16= 591/1343, 14-15=-493/964, 5-23=-2035/1121, 8-21=-266/268, 22-23=-414/246, 21-22=-620/1432 WEBS 3-27=0/259, 3-26= 705/420, 5-22=-781/1706, 7-22— 12431713, 7-21=-415/1008, 9-18=-324/272, 10-16=-527/413, 11-16=-422/812, 11-15=-326/260, 12-15=-192/761, 12-14=-1740/954, 4-26=-2014/1095, 4-23=-795/1607, 23-26==1057/642, 18-21=-780/1919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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, Extedor(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 45-8-0, Exterior(2R) 45-8-0 to 51-3-14, Interior(1) 51-3-14 to 54-9-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=119, 26=1501, 14=824. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443758 2743273 K3AT Hip Truss 1 1 Job Reference (optional) Bustlers FirstSource (mant uty, FL), mant uty, t-L - JJbbr, 0.4Ju b Jul < <.4. 1- I OI. IIUo —II « ­. _Vo ID:x_XMgR7vsTp1jX7_7zwKvVygLdl-I_ojPHTB68QTgNwH15OoXty6H7FGOW PvCObRNMz3ic1 1-4- 6-4-12 11-10.9 17 _13 27.8.0 33-7-2 41.8-15 47-8.0 55-0-D •4- 6-4-12 5-5-14 5-1-6 10-8-0 5-11-2 8-1-13 5-11.2 7-4-0 S 6 6.00 12 5x6 = 3x4 11 6 3x6 = 5x6 = 3x8 = 5x6 = 5x6 = 32 733 8 34 9 10 35 11 Scale=1:100.7 2 m 0 m m N N 191 26 25 24 �e as zr 4u 41 18 17 4a 10 40 1. 11 4x6 14 13 _ _ 19 4x6 = 2x4 11 6x8 — 3x4 ' I 1 6x8 = 3x6 = 4x8 = 48 = 3x6 11 6x8 = 5x8 = 3x4 11 14-1-8 17-0-0 s-4.12 11-10-9 11-10-12 16-1-8 20-8-0 24-4-0 27-e-o 33-7-2 37-e-0 47-8-0 ss-0-o 6-4-12 5-6-14 0- 3 2-0-0 3-8-0 3-8-0 3-4-0 5.11-2 4-0-14 10 7-0-0 2-2-12 0-10-8 Plate Offsets (X Y)-- [3:0-3-0 0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-3-0] [10:0-3-0 0-3-0] [11:0-3-8 0-2-4], [12:0-2-12,0-2-0I, [17:0-3-8,0-3-0], [20:0-2-12,0-3-0], [22:0-2-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.36 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.60 14-16 >866 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 381 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 15-19,13-15: 2x4 SP No. 1, 5-24: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 25=0-5-8, 13=Mechanical Max Horz 2=367(LC 12) Max Uplift 2=-182(LC 22), 25— 1537(LC 12), 13= 818(LC 12) Max Grav 2=69(LC 21), 25=3221(LC 17), 13=1763(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-474/735, 3-4=-653/1299, 4-5=-218/586, 5-6=-160/600, 6-7=-1085/677, 7-8=-2019/1153, 8-9=-2009/1152, 9-10=-2013/1144, 10-11=-1312/832, 11-12=-1501/808, 12-13— 1669/949 BOT CHORD 2-26= 664/217, 25-26=-669/216, 21-22=-132/431, 20-21=-749/1626, 16-17=-953/2002, 14-16= 885/1759 WEBS 3-26=0/257, 3-25=-714/418, 4-25=-2136/1135, 6-22=-2115/1110, 10-16=50/499, 10-14=-959/540, 11-14=-7/411, 12-14=-661/1462, 4-22=-752/1696, 22-25=-1071/698, 9-17=-264/217, 17-20=-914/1955, 6-21=-657/1599, 7-21=-1221/760, 7-20=-357/890 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 1 Row at midpt 8-20 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 1 Row at midpt 4-25, 6-22, 9-20, 9-16, 10-14, 12-13, 9-17, 7-21 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 17-0-0, Extedor(2R) ' 17-0-0 to 22-7-14, Intedor(1) 22-7-14 to 47-8-0, Extedor(2R) 47-8-0 to 53-3-14, Interior(1) 53-3-14 to 54-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) MTek USA, Inc. FL Cart 6634 2=182, 25=1537, 13=818. 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 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 22,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply 3000 A FULL LANAI BILK T24443759 2743273 K4AT Hip Truss 1 1 Job Reference (optional) timaers rtrstaource triant ur1y, rt-/, rlanl ulty, rr- - oaoor, ...1............. . .. ..... -...-...--, ..._. . -- --.. __ .... ..-- ---. - - ID:x_XMgR7vsTpljX7_7zwKvVygLdl-hNvTpzURelgB4h4gsW 2Gcl l TxpyOUQ7CgK4YRFz3ic4 15-0-0 18-3-0 1.4- 6-4.12 -9 11.10-11 14-1-8 1 -1- 21-6-0 24-9-0 27-8-0 35-2-5 42-4-4 49-8-0 55.0.0 -4-6-4-12 -0-8 4-1-7 2.2.13 -1- 2-1.8 3-3-0 3-3-0 2-11-0 7-65 7-2-0 7.3-12 5-4-0 0-10-8 Scale = 1:100.7 3x4 II 5x6 = 6.00 12 5 6 3x6 = 3x6 = 5x6 = 3x6 = 5x6 = 5x8 = 347 35 8 9 36 10 11 37 3812 39 26 27 26 zp ca vu — 3x6 = 20 19 18 " 16 15 14 4x6 _ 2x4 11 5x8 — 4x6 4x4 11 6x8 = 3x8 = 3x6 = 3x6 11 6x8 — 5x8 3x6 = = 3x4 11 14-1-8 6-0-12 11-10.11 11-1 -12 1 - 0 18-3-0 21-6-0 24-9-0 27-8-0 35-2-5 42-0-4 49-8-0 55-0.0 6-0-12 6-5-15 0- -1 0 1 8 3-3-0 3-3-0 3-3-0 2-11-0 7-6-5 7.2.0 7.3.12 5-0-0 2-2-12 Plate Offsets (X Y)-- [3.0-3-0 0-3-0] [6.0-3-0 0-2-0] [9.0-3-0 0-3-0] [11:0-3-0 0-3-0] [12:0-5-8 0-2-4] [19:0-2-0 0-0-0] [21:0-2-4 0-2-12],[24:0-2-12,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.23 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.34 16-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 387 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: 5-26: 2x4 SP No.3 6-0-0 oc bracing: 24-26 WEBS 2x4 SP No.3 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 6-24, 10-21, 12-16, 4-27, 7-23 REACTIONS. (size) 2=0-8-0, 27=0-5-8, 14=Mechanical Max Horz 2=367(LC 12) Max Uplift 2=-314(LC 22), 27— 1631(LC 12), 14=-798(LC 12) Max Grav 2=123(LC 9), 27=3281(LC 17), 14=1704(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 627/1006, 3-4=-812/1540, 4-5=-366/866, 5-6=-366/874, 6-7=-511/344, 7-8=-1702/956, 8-9=-2091/1179, 9-10=-2082/1175, 10-11=-2167/1219, 11-12=-1936/1121, 12-13=-1242/686, 13-14=-1631/919 BOT CHORD 2-28=-890/359, 27-28=-895/358; 23-24=-315/217, 22-23=-548/1167, 21-22=-762/1686, 18-19=-38/293, 16-18=-949/1913, 15-16=-507/1037, 9-21= 330/327 WEBS 3-28=0/259, 3-27=-720/429, 6-24=-2192/1228, 10-18=-340/346, 11-18=-156/338, 11-16=-662/526, 12-16=-614/1266, 12-15=-690/551, 13-15=-684/1403, 4-27=-2019/1152, 4-24=-742/1601, 24-27=-1416/827, 6-23=-808/1759, 7-23=-1506/897, 7-22=-515/1187, 8-22=-797/511, 18-21 =-1 008/1856, 8-21=-503/844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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) -14-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 49-8-0, Extedor(2E) 49-8-0 to 54-10-4 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) 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=314, 27=1631, 14=798. MTek USA, Inc. FL Cart 6634 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 22,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIr Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type / , City Ply 3000 A FULL LANAI BLK T24443760 2743273 K5AT Hip Truss 1 1 Job Reference o tional Builders Firstsource (Plant l;lty, FL), Flant l;tiy, rL- J6001, o. a Jul. c —I I.u. on nluua., ,.�� ���. ...y.. . I D:x_XMgR7vsTpljX7_7zwKvVygLdl-9ZTsl JV303o2hgfs0DZV9W afVCH2Dw7Lv_g5zhz3ic_ 16-1-8 27-8-0 1-4 6-4-11 13-0-0 1 -1- 7.4- 24-56 5-8- 35-8-9 43.7.7 51-8-0 55-0-0 -4- 6-4-11 6-7-4 -1- 2-0.0 -2-1 7-1-4 -2-1 2-0-0 8-0.9 7-10-13 a -as 3-4.0 Scale=1:100.7 m 6 3x4 II 6.00 12 5x6 46 = 45 6 32 5x6 i 3 31 ST1.5x8 STP = 30 12 3x6 = 5x6 = 3x6 = 5x6 = 5x8 = 733 8 34 9 35 10 36 37 11 4x6 12 2 2 38 39 21 40 41 Eff 26 25 24 23 4x6 = 19 18 4x6 = 2x4 11 6x8 = 4x4 11 5xl2 = 5x8 = 3x4 I 17 16 42 15 43 14 13 6x8 = 4x8 = 3x6 = 3x8 = 3x6 II 14-1-8 11-ID-10 11-1 12 10.1.8 2210.12 27.8.0 35-8.9 43-7-7 51-8-0 SS00 N6-4-11 A1 5-5-14 0-0-2 2-0-0 4-9.4 59-4 8-0-9 7-10.13 8-0.9 35-0 2-2-12 Plate Offsets (X Y)-- [3.0-3-0 0-3-4] [4.0-3-0 0-2-7] [8:0-3-0 0-3-0] [10:0-3-0 0-3-4] [11:0-5-8 0-2-4] [14:0-3-8 0-1-8] [18:0-2-0 0-0-0],[20:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) 0.25 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.40 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 357 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* BOT CHORD 5-24: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 25=0-5-8, 13=Mechanical Max Horz 2=367(LC 12) Max Uplift 2=-560(LC 24), 25=-1783(LC 12), 13=-766(LC 12) Max Grav 2=207(LC 9), 25=3591(LC 17), 13=1616(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-867/1580, 3-4=-1084/2115, 4-5=-609/1322, 5-6=-606/1304, 6-7=-841/434, 7-8— 2153/1130, 8-9=-2139/1134, 9-10=-2282/1227, 10-11 =-1 974/1098, 11-12— 900/492, 12-13— 1604/860 BOT CHORD 2-26=-1387/576, 25-26=-1393/575, 20-21=-749/1546, 15-17=-991/1964, 14-15=-381/758, 8-20= 285/283 WEBS 3-26=0/259, 3-25=-757/509, 4-25=-2304/1232, 4-22=-322/1018, 9-17=-342/359, 10-17=-187/393, 10-15=-702/581, 11-15=-769/1544, 11-14=-873/664, 12-14=-700/1384, 22-25— 1498/910, 17-20=-1084/2083, 6-22=-2104/1173, 6-21=-719/1724, 7-21=-1341/826, 7-20=-489/1068 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 18-20 1 Row at midpt 4-25, 9-20, 11-15, 17-20, 6-22, 7-21 m 0 N Ib Lb I9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 51-8-0, Exterior(2E) 51-8-0 to 54-10-4 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. 45) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=560, 25=1783, 13=766. 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 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 22,2021 0 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r r Qty Ply 3000 A FULL LANAI BLK 4 T24443761 2743273 K6AT Hip Truss 1 1 Job Reference (optional) nunuers rrrsiouurce trlant uny, rLb rranl idly, rL - 000D1, — - - "e= . I D:x_XMgR7vsTpljX7_7zwKvVygLdl-6ybcS?W Kwg2mx8oFYeczExf, jOvZhoOeMIJC1 zz3iby 14-1-8 27-8-0 r1-0-0 6-4-12 11-0-0 11-147 17.4-2 2a-5-6 25-8-0 33-11-13 aas•13 _ _ _ _ a7-7-11 •4- 6-4-12 4-7-4 0 10 72-3-1 3-2-10 7-1-4 -2-1 2-0-0 6-3-13 6-10.0 6-9-14 Scale = 1:98.9 ST1.1 5x8 = 2x4 II 4x6 = 6.00 F12 4 5 634 4x6 5x6 = 2x4 11 5x8 = 3x6 __ 5x6 = 3x8 357 8 36 9 10 37 11 38 39 12 13 P PMAF . 4x6 = ® 23 28 27 26 25 46 3x6 = 5xB = 2x4 II 6x8 = 21 20 19 18 17 40 41 16 42 43 15 14 2x4 11 5x6 4x8 = 3x6 = 6x8 = 6xB = 3x6 = 3x6 11 14-1-8 6-4-12 , 11-10.7 11-tp-12 20.-- 25-8-0 27-8-0 33-11-13 36-10-6 449-3 , 53-&0 5s-o-0 6-4-12 5-5-11 0- -5 6-9-a - 4-9-0 2-0.0 6-3-13 2-10-9 7-10.13 8-10.13 2-2-12 Plate Offsets (X Y)-- [4:0-6-0,0-2-8), [7:0-3-0,0-3-0), [9:0-2-12,0-3-0), [11:0-3-0,0-3-0), [12:0-4-0,0-0-1), [19:0-3-0,0-1-12), [22:0-2-0,0-3-4), [24:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.28 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.46 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 340 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=Mechanical, 27=0-5-8 Max Horz 2=367(LC 12) Max Uplift 2=-650(LC 22), 14=-754(LC 12), 27=-1842(LC 12) Max Grav 2=237(LC 9), 14=1528(LC 18), 27=3613(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 11-15, 4-27, 6-24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/1778, 3-4=-760/1755, 4-5=-892/1809, 5-6= 894/1810, 6-7= 741/341, 7-8=-2308/1198, 8-9=-2300/1197, 9-1 0=-246B/1 256, 10-11=-2030/1032, 11-12=-343/183, 12-13=-383/232, 13-14=-1674/707 BOT CHORD 2-28=-1562/659, 27-28=-1900/964, 23-24=-445/199, 22-23=-845/1615, 18-19=-1233/2433, 16-1 8=-1 223/2350, 15-16=-868/158B WEBS 3-28=-416/475, 4-28=-558/870, 10-16=-595/432, 11-16=-276/935, 11-15=-1693/986, 13-15=-48B/1520, 4-24=-515/899, 24-27=-2557/1335, 4-27=-2291/1366, 6-24=-2205/1205, 6-23=-773/1846, 7-23=-1454/909, 7-22=-512/1117, 9-19=-277/260, 19-22=-1216/2382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 53-8-0, Exterior(2E) 53-8-0 to 54-10-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=650, 14=754, 27=1842. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 M A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t t Qty Ply 3000 A FULL LANAI BLK T24443762 2743273 K7AT Half Hip Truss 1 1 Job Reference o tional twilaers mrsibource trlani ary, rLI, . rianc L,rry, rL - 00001, ...- < - I .... , -.. __ .... I D:x_XM g R7vsTpljX7_7zwKvVygLdl-2Kj MthYaSH I UASyef3eRJ MkKagbL9g5xpcoJ5Sz3i bw 1-4- 6-3-6 9-0-0 14-1-8 20-10-12 27-8-0 34-6-0 41-6-0 48-2-1 55-0-0 4- 6-3-6 2.8-10 5-1-8 6-9-4 6-9-4 6-10.0 7-0-0 6-8-0 6-10-0 co 6 7x10 = = 6.00 F12 5x6 2x4 \\ 4 31 5 Scale = 1:98.9 7x8 = 5x6 = 7xB = 7x8 = 4x4 = 3x4 II 6 32 7 33 8 9 34 10 3536 11 4x6 = 21 20 12 26 25 24 23 3x6 = 18 17 16 15 14 13 3x6 6xB = 4x6 = 4x4 11 5x6 4x8 = 3x6 = 6x8 5x8 = 6x8 = 3x6 = 8x4 11 11-10-12,14-1-8,16-1-8, 25-8-0 27-8-0, 34-6.0 - 37-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.35 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.44 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 352 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 6-0-0 oc bracing: 22-24 19-22: 2x4 SP M 31 10-0-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 10-12, 16-19 REACTIONS. (size) 12=Mechanical, 2=0-8-0, 25=0-5-8 Max Horz 2=338(LC 12) Max Uplift 12=-746(LC 12), 2=-676(LC 22), 25— 1856(LC 12) Max Grav 12=1341(LC 22), 2=247(LC 9), 25=3231(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1544/1791, 3-4=-1675/1846, 4-5=-2069/2275, 5-6=-1126/1106, 6-7=;2189/1813,. 7-8= 2702/2397, 8-9=-2700/2379,.9-10=-2082/1846, 11-12_ 163/326 BOT CHORD 2-26=-1568/1118, 25-26=-1653/1467, 21-22=-2264/2051, 20-21=-741/842, 19-20=-2427/2729, 16-17=-196/359, 15-16=-2431/2715, 13-15=-2346/2552, 12-13— 1597/1667, 5-22=-1967/1807, 7-19= 339/409 WEBS 3-26=-387/544, 4-26=-319/457, 4-25=-1868/1743, 22-25=-2987/2702, 5-21 =-1 593/1987, 6-21=-2341/2309, 6-20=-1326/1675, 7-20=-937/1055, 9-15=-55/258, 9-13=-699/771, 10-13=-518/824, 1D-1 2=-1 963/1907, 4-22=-414/451, 8-16=-340/435, 16-19=-2251/2382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-0-0, Corner(3R) 9-0-0 to 13-0-0, EAerior(2N) 13-0-0 to 54-10-4 zone;C-C for members and forces & MW FRS 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 oflthis 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) Refer to gird'er(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=746, 2=676, 25=1856. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I I9 Joaquin Velez PE. No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE, MII-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type r 1 City Ply 3000 A FULL LANAI BLK T24443763 2743273 K8ATG HALF HIP TRUSS 1 2 Job Reference optional) Builders FirstSobrce (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:12:06 2021 Page 1 i ID:x_XMgR7vsTpliX7_7zwKvVygLdl-SvOVViaSICg31 vhCKBB8x_Mskl jeM7sN WZOzjnz3ibt • 1-0- 7-0-0 11-10-12 14-1-8 20-10-12 27-8.0 9-10- 34-6-14 41-0-0 48.1-2 55-0-0 -4- 7-0-0 1 10-12 2-2-12 6-9-4 6-9-0 2-2-0 4-8-14 6-9-2 6_ .2 6-10-14 i Scale=1:98.6 6.00112 5x6 3 3x8 = 433 5 3x4 = 5x6 = 2x4 11 6 34 7 8 9 5x8 = 10 5x6 = 4x6 = 11 35 12 36 13 ST1.Sx8 STP = i U 4 12 90e2 0 24 23 29 28 27 26 21 20 19 18 17 16 15 14 4x6 6x8 2x4 I I 2x4 11 3x8 =3x10 = 5x8 = 2x4 I I 6x8 _ 5x8 = I06 Plate Offsets (X'1)-- [3:0-3-0 0-2-0] [6:0-3-0 0-3-4] [10:0-4-0 0-3-0] [11:0-3-0 0-3-0] [22:0-5-8 0-2-12] [25:0-5-8 0-2-12) 128:0-3-8 0-3-oj i LOADING (psol SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0i Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 15-16 >999 240 MT20 244/190 TCDL 7.0', Lumber DOL 1.25 BC 0.54 Vert(CT) -0.26 23-24 >830 180 BCLL 0.0; ' Rep Stress Incr NO WB 0.59 Horz(CT) -0.02 14 n/a n/a BCDL 10.01 Code FBC2020/TP12014 Matrix -MS Weight: 598 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 70-11: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ' All bearings Mechanical except Qt=length) 2=0-8-0, 28=0-5-8, 19=0-4-0 (lb) - Max Horz 2=281(LC 8) Max Uplift All uplift 100 lb or less at joints) except 14=-1263(LC 5), 2= 385(LC 8), 28=-1827(LC 8), 19=-2879(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 14=2039(LC 14), 2=645(LC 13), 28=3167(LC 13), 19=4783(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-795/316, 3-4=-675/357, 4-5— 181/456, 5-6=-280/0, 6-7=-767/873, 7-8=-1254/2157, 8-9=-1497/2452, 9-10=-1497/2452, 10-11=-3022/1859, 11-12=-3022/1859, 12-13=-2867/1775, 13-14=-1899/1332 BOT CHORD 2-29=-372/684, 28-29=-981/557, 24-25=-455/172, 23-24= 654/720, 22-23=-2185/1263, 18-19=-485l713, 16-18=-485/713, 15-16=-1775/2867 WEBS 3-29=-245/375, 4-29— 1141/2068, 4-28=-2342/1560, 25-28= 1186/678, 5-25=-1438/885, 5-24=-200/937, 6-24=-580l782, 6-23=-1805/1542, 7-23=-778/1868, 7-22=-2236/1431, 10-18=0/387, 10-16=-1578/2609, 11-16=-993/960, 12-15=-1151/1110, 13-15=-1945/3142, 4-25=-650/901, 9-19= 618/517, 19-22=-2898/1769, 10-19=-3955/2405, 8-22=-460/558 NOTES- 1) 2-ply truss to,be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ' Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 9) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 17-16; 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. Joaquin Velez PE No.68182 6) Provide adequate drainage to prevent water ponding. MiTek USA, Inc. FL Cert 6634 7) All plates are 3x6 MT20 unless otherwise indicated. 6904 Parke East Blvd. Tampa FL 33610 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 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. June 22,2021 C1OAtRaW tihaiMiu(s) for truss to truss connections © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InfonInatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t Qty Ply 3000 A FULL LANAI BLK T24443763 2743273 KBATG HALF HIP TRUSS 1 2 Job Reference optional) Builders FirstSoI urce (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun, 2 2021 MiTek Industries, Inc. Tue Jun 22 14:12:06 2021 Page 2 ID:X_XMgR7vsTpljX7_7zwKvVygLdl-SvOVViaSICg3lvhCKBBBx MskljeM7sNWZOzinz3ibt NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1263 lb uplift at joint 14, 385 lb uplift at joint 2, 1827 lb uplift at joint 28 and 2879 lb uplift at joint 19. 12) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 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 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 + RoofjLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert!1-3=-54,3-13=-120(F=-66),29-30=-20,26-29=-44(F=-24),22-25=-44(F= 24),14-21=-44(F=-24) Concentrated Loads (lb) Vert:! 29=-475(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443764 2743273 PG1 GABLE 2 1 Job Reference (optional) Builders FirstSobrce (Plant City, FL), Plant City, FL - 33567, 6.00 12 , 3x4 = 18 8.430 s Jun 2 z021 MI I eK industries, inc. I ue Jun zz 14:l2:07 2021 rage i I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-w6yti2b4W W ovf3GPuvj NTCvA9RAb5jOXkDmW EDz3ibs 18.8-0 2-4-0 5x6 = 3x4 = 19 7 8 9 3x4 = Scale =1:39.6 1 I9 " �� o I- Oo LOADING (psf) TCLL 20.0 TCDL 7.6 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020/TPI2014 CSI. TC 0.16 BC 0.11 WB 0.09 Matrix-S DEFL. in (loc) I/defl Ud Vert(LL) 0.00 10 n/r 120 Vert(CT) 0.00 10 n/r 120 Horz(CT) 0.00 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 12x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD I2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS ;2x4 SP No.3 REACTIONS. All bearings 21-4-6. (lb) - Max Horz 2=-41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 10=-103(LC 12), 15=-169(LC 9), 16=-188(LC 8), 17=-139(LC 8), 13=-18B(LC 9), 12=-140(LC 9), 2=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 2 except 15=292(LC 1), 16=306(LC 22), 17=267(LC 21), 13=306(LC 21),12=267(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 1 6-15=-213/283, 5-16=-224/296, 7-13=-224/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-4-11 to 2-4-0, Exterior(2E) 2-4-0 to 22-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TP1 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs Ispaced at 4-0-0 Do. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 10, 169 lb uplift at joint 15, 188 lb uplift at joint 16, 139 lb uplift at joint 17, 188 lb uplift at joint 13, 140 Ib uplift at joint 12 and 103 lb uplift at joint 2. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ; Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valih for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated 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 fabdeation,istorage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type t ; if Qty Ply 3000 A FULL LANAI BLK I 4 T24443765 2743273 PG2B1 Piggyback Truss 2 1 � Job Reference o tional Builders FirstSol rce (Plant City, FL), Plant City, FL- 33567, 4.4-0 4-4-0 I 1 3x4 = 2x4 11 6.00 12 3 4 14 8.430 a Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:12:08 2021 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-PIW FwOcjHgwmGDrbScEcOPSIVrUdg8YgztV4ngz3ibr 19-0-0 1 23-4-0 2x4 II 15 2x4 II 3x4 = 3i4 = 13 12 11 10 3x4 = 2x4 11 2x4 11 3x4 = 2x4 11 Scale=1:39.6 LOADING (psf)l SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01. 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.25 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-S Weight: 74 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 I REACTIONS. All bearings 21-4-6. (lb) - Max Horz 2=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 8=-155(LC 12), 12=-270(LC 8), 13=-211(LC 12), 1 10=-211(LC 12), 2=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 12=463(LC 21), 13=427(LC 21), 10=427(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-342/452, 4-13=-304/365, 6-10=-304/366 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-4-11 to 4-4-0, Exterior(2E) 4-4-0 to 22-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 8, 270 lb uplift at joint 12, 211 lb uplift at joint 13, 211 lb uplift at joint 10 and 155 lb uplift at joint 2. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss systejn. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type 1 ' s v ) City Ply 3000 A FULL LANAI BILK T24443766 2743273 ; PG3 Piggyback Truss 2 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 14:12:09 2021 Page 1 1 ID:x XMgR7vsTpljX7_7zwKvVygLdl-tU4e7kdL272duNQnOJIrZd_TsEgyZbtgCXFdJ6z3ibq ., 1 6-4-0 17.0-0 23-4-0 r 1 6-4-0 10-8-0 6-4-0 Scale = 1:39.6 • I, II 3x4 = 2x4 II 3x4 = ,,,,,, 11 3x4 = 13 12 11 10 3x4 = 2x4 11 2x4 11 3x4 = 2x4 11 I I I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.01 ' Rep Stress Incr YES 1 WB 0.13 BCDL 10.01 Code FBC2020/TPI2014 Matrix-S DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.01 9 n/r 120 MT20 244/190 Vert(CT) 0.01 9 n/r 120 Horz(CT) 0.00 8 n/a n/a Weight: 78 lb FT = 20% LUMBER- I I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 I REACTIONS. All bearings 21-4-6. (lb) - Max Horz 2=-123(LC 10) ' Max Uplift All uplift 100 lb or less at joints) except 2— 129(LC 12), 12=-262(LC 9), 13=-244(LC 12), 10=-244(LC 12), 8=-129(LC 12) ' Max Grav All reactions 250 lb or less at joints) 2; 8 except 12=460(LC 22), 13=423(LC 17), 10=41 O(LC 18) 1 1 FORCES. (lb) ! Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-340/436, 3-13=-294/403, 7-10=-281/405 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 1 -16; Vult=160mph (3-second gust) Vasd=124mpH; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-4-11 to 4-4-11, Exterior(2E) 4-4-11 to 22-11-5 zone; cantilever left, and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOLL 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ito uplift at joint 2, 262 lb uplift at joint 12, 244 lb uplift at joint 13, 244 lb uplift at joint 10 and 129 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 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 systdms, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i 1 Jab Truss Truss Type Qty Ply 3000 A FULL LANAI BLK T24443767 2743273 PG4 Piggyback Truss 2 1 Job Reference (optional) cuuaers 2 3 trianc t,ny, rLl, runt airy, rL - 00001, 6.00 12 2x4 II 3 13 2x4 11 3x4 Plate Offsets (X,Y)-- [4:0-2-0,0-2-81,[6:0-2-0,0-2-8] I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.6 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 I LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-4-6. (lb) - Max Horz 2=164(LC 11) Max Uplift All uplift 100 lb or Jess at joints) excf 10=-256(LC 12), 8=-170(LC 12) Max Grav All reactions 250 lb or less at joint(s) 18), 8=263(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or le TOP CHORD 1 2-3=-262/136, 3-4=-255/318, 4-5=-181/310, 5-6 WEBS 5-12=-237/296, 3-13=-310/416, 7-10=-307/416 NOTES- 1) Unbalanced (roof live loads have been considered for this desi, 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124m 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Cc cantilever left and right exposed ; end vertical left and right ex{ Lumber D0111=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying a to the use of1this 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 'I) ' This truss has been designed for a live load of 20.Opsf on thl will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing joint 12, 256 lb uplift at joint 13, 256 lb uplift at joint 10 and 1 T 9) See Standard Industry Piggyback Truss Connection Detail for designer. .p,...�., ,, -- �. ..... .............. ..... __ ...._..----. . _-_ . ID:x_XMgR7vST IjX7_7zw"j V gjd-Lhe0L4dzpRAUWX_Z1G45gXfHe9313DzQB_ArYz3ibp 15-0-0 23.4-0 6-8-0 6-4.0 Scale = 1:39.6 2x4 I I 3x4 = 14 5 15 6 2x4 II 7 89 Ira v 7 o Io 12 11 10 3x4 = 2x4 I I 3x4 = 2x4 11 23-4-0 23-4-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC. 0.30 Vert(LL) 0.01 9 n/r 120 MT20 244/190 BC 0.26 Vert(CT) 0.01 9 n/r 120 WB 0.12 Horz(CT) 0.01 8 n/a n/a Matrix-S Weight: 81 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2=-170(LC 12), 12=-152(LC 9), 13=-256(LC 12), ;ept 2=263(LC 1), 12=355(LC 1), 13=43B(LC 17), 10=435(LC except when shown. 181/310; 6-7=-255/318, 7-8=-253/130 TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. r(3) 0-4-11 to 4-4-11, Exterior(2E) 4-4-11 to 22-11-5 zone; ed;C-C for members and forces & MWFRS for reactions shown; ied roof live load shown covers rain loading requirements specific f nonconcurrent with any other live loads. ttom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide e capable of withstanding 170 lb uplift at joint 2, 152 lb uplift at uplift at joint 8. inaction to base truss as applicable, or consult qualified building Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND I 1 CLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Individual building -- Design valid for use only with MITek® connectors. This design Is based only a truss system. Before use, the building designer must verify the applicability building design. Bracing indicated is to prevent buckling of individual tmsslweb upon parameters shown, and is for an component, not of design parameters and properly incorporate this design into the overall. 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, Safety Information available from Truss Plate Institute, 2670 Crain Highway, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wide truss spacing, individual lateral braces themselves �' 16 may require bracing, or alternative Tor 1 0 WEBS c 4 `�s bracing should be considered. rr p �, N m � ' 3 3 3. Never exceed the design loading shown and never U" sA O stack materials on inadequately braced trusses. a� N 0- (54. Provide copies of this truss design to the building ~I designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-8 csa cs-s all other interested parties. P rates 0- 1/16' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. * Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. S. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. PLATE SIZE ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated -by symbols o� or T-russes-are-designed-for-wind-loads-in-the-plane-of-the— 3- oT p cads must -be s>I eathe od r purbnsprovided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by Others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek@ All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. a 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSI/TPI 1 quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 or other loads other than those expressly stated.