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HomeMy WebLinkAboutTrussI Hatch Legend 9'-4" WALL HEIGHT 10'-8" WALL HEIGHT (CRICKET AREA BY BLDR. TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2X4 LEVEL RETURNS g F7 4-3/16" HEEL HEIGHT / 51, 2,_0' 1/2" CAUTION i i i DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 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 FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connecti'ions Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bra ing, And Ceiling And Roof Diaph agm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 8 HTU26' HTU28', HHUS26-2 HGUS26 2 HGUS28-2 HGUS28'-3 3 BUILDER: GHO HOMES t; PROJECT: iiMeadowood MODEL: Grenadine Club I" :J ADDRESS:. LPT 61 MEADOWO(3ls ' LOT 1 BLOCK: 61 L' R ED F0Fj Fort Pierce C®fillWt�LIA sT LUCIE co �i ST. DLH / J 2661818 /rlwivv�R LEGEND DATE; 3/212021 SCALE: NTS * - ALL 2x HANGBR,S SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: UNLESS NOTED OTHERWISE 1. MAIN WIND FORCE RESISTING SYSTEWC-C HYBRID IMPORTANT WIND ASCE7-16 ENC OSED This Drawing Must Be Approved And EXP SURE CATEGORY C Returned Before Fabrication Will OCC PANCY CATEGORY II Begin. For Your Protection Check All WIN LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BO OM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCL TCDL: : 20 PSF 16 PSF TCLL: PSF TCDL: PSF r i BC IIL: 10 PSF BCDL: PSF By ___--Date------- TOTAL: 46 PSF TOTAL: PSF DURATION: 1.26 DURATION: ■ � 1 � �.Y �lr to 1( \ y ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 :These truss designs rely on lumber values established by others. x MiTek' RE: 2651818-GHO-61 MW - 2651818 -Grenadine Club MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO Homes Project Name: LOT 61 MEADOWOOD Model: Grenad nepaLLH3610-4115 Lot/Block: 61 Subdivision: Meadowood c; lJ Address: LOT 61 MEADOWOOD , . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A - Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 57 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23037592 Al 3/2/21 23 T23037614 C6 3/2/21 2 T23037593 A2 3/2/21- 24 T23037615 C7 - 3/2/21 3 T23037594 A4 3/2/21 25 T23037616 C8 3/2/21 4 T23037595 A5 3/2/21 26 T23037617 C9 3/2/21 5 T23037596 A6 3/2/21 27 T23037618 C10 3/2/21 6 T23037597 A7 3/2/21 28 T23037619 D1 3/2/21 7 8 T23037598 T23037599 A8 A9 3/2/21 3/2/21 29' 30 T23037620 T23037621 D2 D3 3/2/21 3/2/21 ` 9 T23037600 A10 3/2/21 31 T23037622 D4 3/2/21 10 T23037601 All 3/2/21 32 T23037623 EJ3 3/2/21 11 T23037602 Al2 3/2/21 33 T23037624 FG1 3/2/21 12 T23037603 A13 3/2/21 34 T23037625 G1 3/2/21 13 T23037604 A14 3/2/21 35 T23037626 G2 3/2/21 14 T23037605 A15 3/2/21 36 T23037627 G3 3/2/21 15 T23037606 A16 3/2/21 37 T23037628 G4 3/2/21 16 T23037607 A17 3/2/21 38 T23037629 G5 3/2/21 17 T23037608 B1 3/2/21 39 T23037630 G6 3/2/21 18 T23037609 Cl 3/2/21 40 T23037631 G7 3/2/21 19 T23037610 C2 3/2121 41 T23037632 H 1 3/2/21 20 T23037611 C3 3/2/21 42 T23037633 H2 3/2/21 21 T23037612 C4 3/2/21 43 T23037634 HJ31 3/2/21 22 T23037613 C5 3/2/21 44 T23037635 HJ41 3/2/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Lee, Julius 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 ANSI/TPI 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. ,J%%J11111111* o��L1US L SO 1 o 34 6 yt ZVI. STATE OF .44/- 0 - Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 2,2021 Lee, Julius 1 of 2 W1 0 MiTek 0 MiTek USA, Inc. RE: 2651818-GHO-61 MW - 2651818 - Grenadine Club 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: GHO Homes Project Name: LOT 61 MEADOWOOD Model: Grenadine CLUB Lot/Block: 61 Subdivision: Meadowood Address: LOT 61 MEADOWOOD , . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T23037636 HJ42 3/2/21 46 T23037637 HJ71 3/2/21 47 T23037638 HJ72 3/2/21 48 T23037639 HJ91 3/2/21 49 T23037640 J 1 3/2/21 50 T23037641 AA A 3/2/21 51 T23037642 AB B 3/2/21 52 T23037643 AC C 3/2/21 53 T23037644 J2 3/2/21 54 T23037645 J3 3/2/21 55 T23037646 J3A 3/2/21 56 T23037647 J5 3/2/21 57 T23037648 J7 3/2/21 2 of 2 Job Truss Truss Type Oty Ply 2651818 -Grenadine Club T23037592 2651818-GHO-61MW Al Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 M7ek Industries, Inc. Mon Mar 1 14:35:32 2021 Page 1 ID: rcJ P 0140 c?YPehxeU_io6xzNgS 4-Iifp2R D E UMZFFg6?3YfO27415NsS N N-wHbObzPOzfG3f 2-2-0-0 52 00-0 25-2-12 30-5-8 33-1-8 0-0 20-0 -0-0 -02 6-9-12 T-5-2-12 5-2-12 2-8-0 6-10 8 222 Scale = 1:79.2 5x6 = 6.00 12 3x6 = 6x8 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.75 BC 0.79 WB 0.81 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.20 18 >999 360 Vert(CT) -0.52 16-17 >915 240 Horz(CT) 0.19 10 n/a n/a Wind(LL) 0.26 18 >999 240 PLATES GRIP MT20 244/190 Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except' 10-0-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 5-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-16, 7-16 WEBS 2x4 SP No.3 *Except* 17-20: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-429(LC 10) Max Uplift 2=-832(LC 12), 10=833(LC 12) Max Grav 2=1958(LC 1), 10=1949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3294/1346, 3-5=-3720/1601, 5-6=-2400/1182, 6-7=2345/1212, 7-8=-3037/1431, 8-9=-2818/1389, 9-10=-3255/1434 BOT CHORD 2-20=-1069/2974, 5-17=-219/916, 16-17=-119513445, 14-16=-915/2670, 13-14=-1378/3546,12-13=-1376/3548,10-12=-1085/2770 WEBS 3-20=-727/359,17-20=-1054/3023,3-17=-125/483,5-16=1632/756,6-16=704/1581, ,`J11��1f1, 8-12=-1246/606, 9-12=-422/1145, 7-14=263/680, 8-14=1053/557, 7-16=1067/605 L��, NOTES- ,,,,�,,`�y1Va7 J\J .�� G E /V 34$ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ,,,� 34869 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 33-1-8, Exterior(2R) 33-1-8 to 37-1-8, Interior(1) 37-1-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificeOR to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.��6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' � �7) This truss has been designed for a live load of 20.Opsf on thebottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widel fit between the bottom bers. her ��I��11A, chord and any tro ,* bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 8) Prlo ide echanical conection (by oths)tof truss 2=832, 10=833. Julius Lee PE No:34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTeM 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 Ii•�, k° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2651818-GHO-61MW IA2 Roof Special City ( Ply 12651818 - Grenadine Club T23037593 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:50 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-EAkdpbRXFuriPbUS6K cnwpg0e?abXhwkpyw2LzfG3N 2-0-0 6-9-12 12-1-0 20-0-0 24-2-12 28-5-8 31-1-8 35-3-8 40-0-0 42-0-0 2-0-0 6-9-12 5-3-4 7-11-0 4-2 4-2-12 2-8-0. 4-2-0 4-8-8 2-0-0 6.00 r12 3x6 = 5x6 = 5x6 = Scale = 1:79.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.21 18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.53 16-17 >892 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.19 11 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.27 18 >999 240 Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6,9-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except* 10-0-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 5-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-16, 7-16 WEBS 2x4 SP No.3 *Except* 17-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-429(LC 10) Max Uplift 2=-832(LC 12), 11=833(LC 12) Max Grav 2=1958(LC 1), 11=1949(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3291/1352, 3-5=-3721/1610, 5-6=-2400/1196, 6-7=-2317/1228, 7-8=-2843/1387, 8-9=-2667/1333, 9-10=-3015/1396, 10-11=-3264/1530 BOT CHORD 2-20=-1073/2975, 5-17=-220/918, 16-17=-1205/3455, 15-16=-835/2488, 14-15=-1200/3138, 13-14=-1200/3139, 11-13=-1216/2798 WEBS 3-20=-7301364, 17-20=-1050/3001, 3-17=-133/486, 5-16=16401762, 6-16=756/1610, ,'��������,' 7-16=-980/585 9-13=-408/1074, 10-13=-261l267, 7-15=330/719, 8-15=929/519, L`US• NOTES- ,,tit ,♦54 . 00 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2R) NO 34869 10 •� 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 31-1-8, Exterior(2R) 31-1-8 to 35-1-8, Interior(1) 35-1-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 40 4) Provide adequate drainage to prevent water ponding. �i P••' Z •'•; All plates are 2x4 MT20 unless otherwise indicated. i �� Q R �, �� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ s • • G ��I,S�O 7) This truss has beenlive load o the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N A` 10 .n will it between the bottomherd and members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Julius Lee PE No.34869 • 2=832, 11=833. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �''�'®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Truss Truss Type Qty Ply 2651818 - Grenadine Club .Job V T23037594 2651818-GHO-0IMW A4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:51 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-iM I?l xR9?CzZ113eg2VrK7M?C2LpKxG4zThUanzfG3M 2-0-0 6-9-12 12-1-0 20-0-0 26 5 8 29-1-8 34-3 8 40-0.0 42-0-0 2-0-0 6-9-12 5-3 4 7-11-0 6-5-8 2-8-0 5-2-0 5-18 2-0-0 6.Ob 12 3x6 = 5x8 = 6-9-12 5x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.21 18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.52 16-17 >915 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.27 18 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-6,6-7: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 31 *Except* 2-18: 2x4 SP No.2, 5-19: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* 17-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-428(LC 10) Max Uplift 2=-832(LC 12), 10=-833(LC 12) Max Grav 2=1958(LC 1), 10=1949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3292/1359, 3-5=-3715/1617, 5-6=2404/1212, 6-7=-2360/1207, 7-8=-2506/1319, 8-9=-2862/1373,9-10=-3308/1484 BOT CHORD 2-20=-1080/2979, 5-17=-223/913, 16-17=-1209/3454, 14-16=-105112820, 13-14=-1050/2822, 12-13=1172/2835, 10-12=1172/2835 WEBS 3-20=-728/367, 17-20=-1058/3003, 3-17=-133/480, 5-16=-1628/754, 6-16=660/1514, 7-16=-1089/653, 7-13=-759/359, 8-13=403/985, 9-13=492/297 Scale = 1:79.2 PLATES GRIP MT20 244/190 Weight: 245 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 5-7-2 oc bracing. Except: 10-0-0 oc bracing: 17-19 1 Row at micipt 5-16, 7-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 29-1-8, Exterior(2R) 29-1-8 to 33-1-8, Interior(1) 33-1-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. .) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=832, 10=833. `t%J111111/1I1, ,,%%** S, IUS. tF��i,�� No 34869 . (— s %`♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 ®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 prop edy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �I'�'�k° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job J, Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037595 2651818-GHO-61MW A5 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:53 2021 Page 1 ID:rcJ P0140c?YPehxeU_io6xzNgS4-ekQIScTPXpDGG2D 1 oTXJPYRLfr1 HouS NQnAafgzfG3K 2-0-0 6-9-12 12-1-0 20-0-0 24-5-8 27-1-8 33 3-8 40-0-0 42-0-0 2-0-0 6-9-12 5-3 4 7-11-0 4-5-8 2-8-0 6-2-0 6-8-8 2.0-0 3Ia! 5x6 = 6.00 12 6 30 3x6 = 5x8 = 3x8 = 40-0-0 Scale = 1:79.2 LOADING (psf) TCLL , 20.0 TCDL 15.0 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 0.76 BC 0.79 WB 0.72 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.21 19 >999 360 Vert(CT) -0.52 17-18 >904 240 Horz(CT) 0.19 11 n/a n/a Wind(LL) 0.27 19 >999 240 PLATES GRIP MT20 244/190 Weight: 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. Except: BOT CHORD 2x4 SP M 31 *Except* 10-0-b oc bracing: 18-20 2-19: 2x4 SP No.2, 5-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-17, 7-17 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-428(LC 10) Max Uplift 2=-832(LC 12), 11=-833(LC 12) Max Grav 2=1958(LC 1), 11=1949(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3291/1365, 3-5=-3717/1634, 5-6=-2401/1225, 6-7=2300/1231, 7-8=-2349/1283, 8-10=-2714/1321,10-11=-3299/1472 BOT CHORD 2-21=-1085/2983, 5-18=-222/915, 17-18=-1220/3461, 16-17=-899/2524, 14-16=-898/2524, 13-14=-1152/2824,11-13=-1152/2824 WEBS 3-21=-729/370, 18-21=-1062/3007, 3-18=-139/482, 5-17=-1635/761, 6-17=-738/1567, 7-17=-936/594, 7-14=-548/251, 8-14=331/844, 10-14=-661/374, 10-13=0/270 NOTES- 1)Unbalanced roof live loads have been considered for this design: ♦ G E tv S'�•.�• �e�, 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. •.•�\ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(21R) 34869 •� 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 27-1-8, Exterior(2R) 27-1-8 to 31-1-8, Interior(1) 31-1-8 to 42-1-7 zone; cantilever left and right * �� * '.. exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.'.�A .6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ive 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 O R s •• • •' • • • • `� �♦ l other tlo G• ♦, 5itII A' 8) Provide ide mechan cal con etcon (by othe s)s of t s bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) t%%$ 2=832,11=833. r Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing li'�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 - Grenadine Club T23037596 2651818-GHO-61MW A6 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:54 2021 Page 1 ID:rcJ P0140c?YPehxeU_io6xzNgS4-6x_8fyU 117L7uCoDLA2Yxm_ZFFNXXJvwRw8B6zfG3J -2-0.0 6-9-12 12-1-0 20-0-0 22-5-8 25.1-8 32-3-8 40-0.0 42-0-0 2-0-0 6-9-12 5-3-4 7-11-0 2-5-8 2-11 7-2-0 7-8-8 2-0-0 Scale = 1:79.2 5x6 = 6.00 12 5x6 = 5x6 = 3x6 = 6x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.25 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 16-17 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.23 18 >999 240 Weight: 252 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. 6-7,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. Except: BOT CHORD 2x4 SP M 31 `Except` 10-0-0 oc bracing: 17-19 5-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-16, 10-14, 7-16 WEBS 2x4 SP No.3 *Except* 17-20: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-428(LC 10) Max Uplift 2=-832(LC 12), 11=833(LC 12) Max Grav 2=2236(LC 17), 11=2184(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3754/1372, 3-5=-4303/1637, 5-6=-2644/1181, 6-7=-2550/1242, 7-8=-2406/1201, 8-10=-2784/1252,10-11=-3635/1393 BOT CHORD 2-20=-1091/3517, 5-17=-223/1167, 16-17=-1227/4079, 14-16=-707/2659, 13-14=-1070/3093, 11-13=1070/3093 WEBS 3-20=-794/363, 17-20=-1080/3610, 3-17=-131/548, 5-16=-1895/760, 6-16=734/1818, 7-14=-449/151, 8-14=-262/912, 10-14=-948/450, 10-13=0/327, 7-16=-1000/508 O1-Iv`S, NOTES- G E N 5+.,• ��� 1 ) Unbalanced roof live loads have been considered for this design. •••�� 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. '� ' 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2E) 34869 20-0-0 to 22-5-8, Interior(1) 22-5-8 to 25-1-8, Exterior(2R) 25-1-8 to.29-1-8, Interior(1) 29-1-8 to 42-1-7 zone; cantilever left and right .~, 7f •; 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. O ,• `� 5) All plates are 2x4 MT20 unless otherwise indicated. O Q;••\_,�� �� �) 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 live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 R X �I • •' •G`�� a of on chord all areas where a rectangle wide 11 ll fit the bottom chord and any other members, l ovetween o bearing platth e m chanical connection (by others)of truss 8) Pridecapable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1111111 1 2=832, 11=833. Julius Lee PE No.34869 t MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 prop edy incorporate this design into the overall p�s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037597 2651818-GH0-61MW A7 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:35:56 2021 Page 1 ID:rcJP0140c?YPehxeU—io6xzNgS4-2J6u4eVHgkbr7WxcTb401B3uZ32 ?Dep61PEG?zfG3H 12-1-0 2o"_ 24`a1823-1.8 28-6.13 34-0.3 aao•o , a2-o-c r2-0.0 6 58 -112 5-3-4 7-11.0 0--2-8-0 5-5-5 5 5-11-13 2-0.0 10x16 MT20HS = 5x6 = 6.00 12 67 R 3x6 = 6x8 = Scale = 1:80.6 6-9-12 12; 0 1 1- 20 5 8 23-1 8 31-3-8 40-0 0 6-9-12 5-3-4 -0- 7-4-8 2-8-0 8-2-0 8-8-8 Plate Offsets (X,Y)—[6:0-5-8,0-3-7],[8:0-3-0,0-2-0],[18:0-8-4.0-6-41,[21:0-3-8,0-3-0] LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rTP12014 CSI. TC 0.53 BC 0.79 WB 0.89 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD 6-7,7-8: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 'Except* 5-20: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* 18-21: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Harz 2=-428(LC 10) Max Uplift 2=-832(LC 12), 12=833(LC 12) Max Grav 2=2235(LC 17), 12=2195(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3754/1379, 3-5=4302/1645, 5-6=2608/1179, 6-7=-2184/1062, 7-8=-2223/1154, 8-9=-2568/1221,9-11=-3415/1354,11-12=-3662/1392 BOT CHORD 2-21=-1097/3517, 5-18=-223/1174, 17-18=-1230/4074, 16-17=-578/2445, 14-16=-855/2728,12-14=-1066/3128 WEBS 3-21=-797/364, 18-21=-108613619, 3-18=-1271544, 5-17=19031755, 6-17=-307/1150, 7-17=-350/192, 7-16=-312/171, 8-16=-307/846, 9-16=-858/445, 9-14=-97/638, 11-14=-320/246 in (loc) Vdefl Ud -0.26 17-18 >999 360 -0.56 17-18 >850 240 0.17 12 n/a n/a 0.22 19 >999 240 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 265 lb FT = 20% Structural wood sheathing directly applied or 3-6-2 oc purlins. Rigid ceiling directly applied or 7-0-4 oc bracing. Except: 10-0-0 oc bracing: 18-20 1 Row at midpt 5-17, 7-17, 7-16, 9-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2E) 20-0-0 to 20-5-8, Interior(1) 20-5-8 to 23-1-8, Exterior(2R) 23-1-8 to 27-1-8, Interior(1) 27-1-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 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. 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=832,12=833. F� +I N 34869IIJ r 10 ON Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi reklD connectors. This design is based only�upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p� building design. Bracing indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing VIiT�k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 2651818 - Grenadine Club 1 T23037598 2651818-GHO-61MW A8 Hip 1 1 Job Reference (optional) Builders FirstScurce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:58 2021 Page 1 I D: rcJ P 0140 c?YPehxe U_io6xzNgS4-?iDeVKXYM LrZN q5?aO7 U6c99os i IT6D6a2uLKtzfG3 F 2-0-0 , 6-9-12 12-1-0 19-0-0 23-8-0 28-11-3 34-2-5 40-0-0 42-0-0 2-0-0 ' 6-9-12 53 4 6-11-0 4-8-0 5-3-3 5-3-3 5-9-11 2-M 6.00 12 3x6 = 6x8 = 5x8 = 5x6 = Scale = 1:77.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020.7P12014 CSI. TIC 0.86 BC 0.93 WB 0.95 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.25 16-17 >999 360 -0.53 16-17 >885 240 0.18 11 n/a n/a 0.24 18 >999 240 PLATES GRIP MT20 244/190 Weight: 249 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No. 1, 9-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except' 10-0-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 5-19: 2x4 SP No.3 WEBS 1 Row at micipt 5-16, 6-15 WEBS 2x4 SP No.3 *Except* 17-20: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-408(LC 10) Max Uplift 2=-832(LC 12), 11=-833(LC 12) Max Grav 2=2253(LC 17), 11=2213(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3795/1359, 3-5=-4336/1604, 5-6=-2802/1195, 6-7=2292/1139, 7-8=-2640/1190, 8-10=-3470/1367,10-11=-3705/1409 BOT CHORD 2-20=-1068/3539, 5-17=-234/1176, 16-17=-1173/4080, 15-16=-613/2597, 13-15=-896/2775,11-13=-109913168 WEBS 3-20=-800/374, 17-20=-1066/3626, 3-17=-126/532, 5-16=1786/704, 6-16=-292/1105, 6-15=-348/150, 7-15=-302/914, 8-15=822/427, 8-13=-92/602, 10-13=-300/238 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 19-0-0, Exterior(2E) 19-0-0 to 23-8-0, Exterior(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=832,11=833. ♦,♦��� ��LIUS CFF ����i GENS. AP 34869 10 0 R XV ` Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not Sal, a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall pST 1, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing BYI Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ppi!Pk• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 2651818 -Grenadine Club ` T23037599 2651818-GHO-61MW A9 Hip 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:59 2021 Page 1 ID:rcJP0140c?YPehxeU—io6xzNgS4-Tun1 igYA7fzQ—zgB8je[ephJCG3—CZZFoidvsJzfG3E • -2 0-0 6-9-12 13-1-0 17-0-0 21-4-0 25-M 32-6-12 40.0-0 _ r_42-0-0, 2-0-0 6-9-12 6-3-4 3-11-0 4-4-0 4.4-0 6-10-12 7-5-4 2-0.0 Scale = 1:77.6 5x8 = 5x8 = 6.00 12 6 30 7 31 8 M _6 I04 3x6 = 6x8 = 3x4 = 6-9-12 12-1-0 1 -1- 17-0-0 21-4-0 25-B-0 32-6-12 40-0-0 66 9-12 5-3 4 -0 3-11-0 4-4-0 4 4-0 6-10-12 7-5 4 Plate Offsets (X,Y)—[6:0-6-0,0-2-8[,[8:0-6-0,0-2-8[,[18:0-6-4,0-5-12),[21:0-3-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) -0.21 19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.47 19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.27 19 >999 240 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. Except: 5-20: 2x4 SP No.3 10-0-0 oc bracing: 18-20 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-17, 6-16 18-21: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-367(LC 10) Max Uplift 2=-832(LC 12), 11=-633(LC 12) Max Grav 2=1958(LC 1), 11=1949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less, except when shown. TOP CHORD 2-3=-3301/1378, 3-5=-3699/1616, 5-6=2718/1305, 6-7=-2404/1259, 7-8=-2404/1259, B-1 0=-2598/1229, 10-11 =-3283/1411 BOT CHORD 2-21 =-1 086/2965, 5-18=-268/942, 17-18=-1162/3356, 16-17=-735/2393, 14-16=-711/2223, 13-14=1089/2807, 11-13=1089/2807 WEBS 3-21=-727/382, 18-21 =-1 097/3013, 3-18=-111/439, 5-17=1315/609, 6-17=-319/880, 7-16=-317/224,8-16=-184/483,8-14=145/488,10-14=-781/431,10-13=0/308 1) Unbalanced live loads have been considered for this design. ,,%�'-- '�;\ Cr E N S�`••••• ,��� roof 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ,o`�� ; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2R) NO 34869 •; 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 42-1-7 zone; cantilever left and .�, * right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .� 1 to the use of this truss component. l 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. ��� •. < O P•: ���• 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O I R � ......... 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 S� G�� will fit between the bottom chord and any other members. O N AI-%� ����11>>� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=832, 11=833. Julius Lee PE No.34869 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 ® 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 onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not m� 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 i\IliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 quality Criteria, DSB-89 and 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 ob Truss Truss Type Qty Ply 2651818 -Grenadine Club } T23037600 2651818-GHO-61MW A10 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:34 2021 Page 1 ID:rcJP0140c7YPehxeU io6xzNgS4-i5naS7EU0_gzU8GNAzhs8Y97dBY_rJOa3K44UGzfG3d z4-10-e -2-0-0 6-0-13 11-7-3 17-1-8 19-6-0 20-2-0 22-2-8 23-0-9 i 30.3-0 i 35.11-0 2r ,p5ES 58-5 2-4-8 2-0-0 1-10.8 .4 Sb-0 r Scale = 1:71.1 5x6 = 5x6 = 3x6 = 6.00 12 5 7 8 5x8 = )HS II 3x6 = 3x8 = 3x6 = 24-10-8 8-10-0 17-1-8 19b0 22-11-8 23-0-0 30.30 35.11-0 8-10-0 83-8 211 35-8 1-10.8 Plate Offsets (X,Y)- (6:0-3-0 0-2-0], [7:0-3-0,0-2-0], [10:0-6-0,0-2-8], [13:0-8-12,Edge] [19:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.12 2-23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.26 2-23 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.07 21-23 >999 240 Weight: 236lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 20-22: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* WEBS 9-18: 2x6 SP No.2 JOINTS OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E -t 3-3-6 REACTIONS. (size) 13=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=353(LC 11) Max Uplift 13=-272(LC 12), 2=-591(LC 12), 18=473(1_C 12) Max Grav 13=553(LC 18). 2=1158(LC 21), 18=1823(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1605/805, 3-5=-1321/749, 5-6=962/673, 6-7=-780/691, 7-8=0/443, 8-9=0/382, 9-10=0/382, 10-11 =-1 79/347, 11-13=669/456 BOT CHORD 2-23=-698/1516, 18-19=-73/350, 14-15=-263/485, 13-14=-263/485 WEBS 3-23=-386/268, 15-17=-139/402, 10-17=-143/383, 11-15=588/330, 9-18=77/275, 10-18=-725/267, 7-18=-1301/364, 7-19=-352/1000, 19-23=-651/1443, 5-19=-469/348 Structural wood sheathing directly applied or 4-4-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-0-1 oc bracing: 2-23. 1 Row at midpt 19-23 1 Brace at Jt(s): 17 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-1-8, Exterior(2E) 17-1-8 to 22-2-8, Interior(1) 22-2-8 to 24-10-8, Exterior(2R) 24-10-8 to 28-10-8, Interior(1) 28-10-8 to 35-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 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. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=272,2=591,18=473. is G E N No 34869 r i 00 Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss weband/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 ANSVTPI1 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 2651818 -Grenadine Club T23037601 2651818-GH0-61 MW All Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:36 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-eTuKtoGkYb4hkRQm IOjKDzE4W?19J B8tWdZBY9zfG3b 20-10-13 -2-0-0 6-7-0 12-7-8 18-8-0 20-2-8 22-10-8 28-7-8 34-0-8 37-0.8 40.0-0 42A0 2-0-0 6.7-0 6-0-8 6-M 16-8 1-11-11 5-9-0 2-8-0 2-11_a 2-0-0 D-8-5 Scale = 1:80.9 6.00 'i12 5x6 = 5x6 = 6 7 5x6 = 4x6 5- 5x8 = 6x8 = 5x8 = 6-7-0 12-7-8 18.8-0 20.10.13 22-10.8 28.7.8 344-8 37-0-8 40.0-0 6-7-0 8-13 1-11-11 2-&0 2-11-8 Plate Offsets (X,Y)—[2:0-3-14,0-1-131,[8:0-3-0,0-2-01,[11:0-6-4,0-2-41,[12:0-2-8,0-0-11,[19:0-2-8,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.20 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.44 15-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.11 12 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Wind(LL) 0.27 15-16 >999 240 Weight: 303 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 6-21, 9-18, 10-16, 7-19 11-15: 2x4 SP M 31, 19-22: 2x6 SP M 26 OTHERS 2x4 SP No.3 *Except* 1-25,13-28: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=401(LC 6) Max Uplift 2=-850(LC 8), 12=1043(LC 8) Max Grav 2=1986(LC 1), 12=2201(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3410/1181, 3-5=-2871/1112, 5-6=-2628/1064, 6-7=2519/1089, 7-8=2475/1078, 8-9=-2851/1136, 9-10=-3968/1499, 10-11=-5686/2228, 11-12=-3816/1499 BOT CHORD 2-24=-926/3096, 22-24=-926/3096, 18-19=-601/2492, 16-18=-109713503, 15-16=-2118/5829, 14-15=1173/3319, 12-14=116713286 WEBS 3-22=-598/249, 6-19=-728/1864, 7-18=-275/187, 8-18=-298/893, 9-18=-1386/622, 9-16=-232/823, 10-16=-2467/1053, 10-15=-1439/631, 11-15=-102212727, 11-14=-97/351, 19-22=-729/2608, 5-19=-404/303, 7-19=-1090/472 C���, NOTES- ,`♦♦♦,�,�`'us ,, E N S�`••••• ��j� 1) Unbalanced roof live loads have been considered for this design; •••�,�C' 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. `��` II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 34869 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * �• •; * .. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �• 5) All plates are 2x4 MT20 unless otherwise indicated. : 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 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. i� •• A, •.<• 0 i \ O P' ♦ .` 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) •••• � ♦♦ s 0 9) H nger(s) orother connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 251 lb up at �15;## N l t %%% 37-0-8 on top chord, and 277 lb down and 179 lb up at 35-11-12; and 41 lb down at 36-11-12 on bottom chord. The Julius Lee PE No.34869 design/selection of such connection device(s) is the responsibility, of others. MITek USA, Inc. FL Cert 6634 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: March 2,2021 Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon 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 p �� i%k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club r T23037601 2651818-GHO-61MW All Roof Special Girder 1 1 Job Reference (optional) Builders FirstScurce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:36 2021 Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-eTuKtoGkYb4hkRQm IOjKDzEWV?19JB8tWdZBY9zfG3b LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-7=-70, 7-8=70, 8-10=-70, 10-11=-70, 11-13=-70, 2-20=20, 12-19=-20 Concentrated Loads (lb) Vert: 11=37(B) 14=-17(B) 31=263(13) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall A�• building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional temporary and permanent bracing p V�iTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job ITruss 818-GHO-61MW IA12 Truss Type Roof Special C!ty I Ply 12651818 - Grenadine Club T23037602 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:38 2021 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-as041U H73CKPzIZ9PpmolOKn_oy9n3g9zx2ldl zfG3Z 2-0.0 i 6-B-13 12-11-3 19-1-8 20-10-8, 26-7.8 32-4-8 35-0-8 40-0-0 42-0-0 2-0-0 6-8-13 6.2-5 6.2-5 1-9-0 5-9-0 2-8-0 4.11.8 2-0-0 5x6 = 5x6 = 6.00 F12 3x6 = 3x6 = 46 11 6x8 = 20-10-8 Scale = 1:79.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.20 20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.45 20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.27 20 >999 240 Weight: 269 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 10-11.11-13: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. Except: BOT CHORD 2x4 SP M 31 'Except* 1 Row at midpt 6-19 6-21: 2x4 SP No.3 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 19-23, 9-18, 10-16, 7-18 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-411(LC 10) Max Uplift 2=-833(LC 12). 12=-831(LC 12) Max Grav 2=1954(LC 1), 12=1952(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3265/1425, 3-5=-2971/1374, 5-6=2613/1314, 6-7=2569/1453, 7-8=2116/1198, 8-9=-2454/1267, 9-10=-3317/1534, 10-11=-4053/1857, 11-12=-3288/1449 BOT CHORD 2-23=-1144/2950, 6-19=-268/297, 18-19=-611/2097, 16-18=-1033/2902, 15-16=-1643/4121, 14-15=1112/2811, 12-14=1113/2807 WEBS 3-23=-417/312, 19-23=-924/2468, 5-19=-507/334,'8-18=-352/777, 9-18=-1148/623, 9-16=-205/679, 10-16=-1332/665, 10-15=-1178/630, 11-15=-846/1759, 7-18=-161/303, 7-19=-630/1126 TES- 1) Unbalanced live loads have been for this design. , 'v� In, E N s�•a�• ���� roof considered :� ; 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 19-1-8, Exterior(2E) O 34869 •� 19-1-8 to 20-10-8, Exterior(2R) 20-10-8 to 24-10-8, Interior(1) 24-10-8 to 35-0-8, Exterior(2R) 35-0-8 to 39-0-8. Interior(1) 39-0-8 to * 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ^ '� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 441 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. All 2x4 MT20 indicated. �i 0 0�.•�•\ .5) plates are unless otherwise F1 \ �� ........ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 7) This truss has beenr a live ad o0.Opsfn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 11111111110 will it between the bottom chord omembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Julius Lee PE No.34869 2=833, 12=831. MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p� �e building design. Bracing indicated.is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrica8on, storage, delivery, erection and bracing of trusses and truss systems,, see ANSI77P11 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 r Tampa, FL 36610 Job Truss Truss Type City Ply 2651818 -Grenadine Club T23037603 2651818-GHO-61MW A13 Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:40 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-WE8rjAJFbpa7C3jXXEoGNpP77cdeF?OSRFXOhwzfG3X i -2-0-0 6-9-12 12-1.0 i 15.0-0 21-4-0 27-8-0 33-6-12 40.0-0 42.0-0 2-0.0 6.9-12 5-3-4 2-11-0 6-4-0 6-4-0 5.10.12 G5-4 2-0.0 6.00 12 5x6 = 6x8 = 5x8 = 5x8 = 6 307 31 832 Scale = 1:77.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 16-17 >979 240 BCLL 0.0 Rep Stress Incr YES W3 0.80 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.24 19 >999 240 Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. Except: 2-19: 2x6 SP No.2, 5-20; 2x4 SP No.3 10-0-0 oc bracing: 18-20 WEBS 2x4 SP No.3 *Except* 18-21: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-326(LC 10) Max Uplift 2=-832(LC 12), 11=833(LC 12) Max Grav 2=2259(LC 17), 11=2208(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3864/1399, 3-5=-4283/1608, 5-6=-3444/140% 6-7-3181/1397, 7-8-3180/1397, 8-10=-3070/1276,10-11=-3731/1422 BOT CHORD 2-21=-1110/3556, 5-18=-307/1162, 17-18=-1135/3920, 16-17=-859/3191, 14-16=-796/2718, 13-14=-1109/3185, 11-13=-1109/3185 WEBS 3-21=-747/395, 18-21 =-1 115/3553, 3-18=-79/438, 5-17=-1326/536, 6-17=-343/1138, 6-16=-158/413, 7-16=-502/355, 8-16=-285/801, 8-14=-115/580, 10-14=-693/358 ,,,,0`1U.S C��,' Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. �% 0i .�Ci E Ns�.••• gust) II; Exp C; Encl., GCpi=0.18; MW'RS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2R) ,�� • , 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-6-12, Interior(1) 33-6-12 to 42-1-7 zone; cantilever left and 34869 right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * ! 7f 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. .Q t 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.10 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0i0• Q` �.41 •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 ��� '• R XV.•'`• 8) willottom chord and any her f echanhcabconnection ����I,`O % (by others)tof truss(to bearing plate capable off withstanding 100 lb uplift at joint(s) except Qt=lb) 8 de1 N Afill t �`` r Julius Lee PE No.34869 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �i'�'e�° 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. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 ,Job • Truss' Truss Type City Ply 2651818 - Grenadine Club T23037604 2651818-GHO-61MW A14 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:43 2021 Page 1 ID:rcJP0140c?YPehxeU—io6xzNgS4-xppzLCL8ukyh3WS6CMLz?R1 bRpeMSKkv7D121FzfG3U -2-0-0 6-9-4 13-0-0 1 19-1-0 25-2-0 i 27-5-0 33-5-4 40-0-0 42-0-0 2-0-0 6 9 4 6-2-12 6 1-0 6 1-0 2-3-0 6-0 4 6 6 12 2-0 0 Scale = 1:79.2 6.00 12 5x6 11 5x6 II 5x8 = 6x8 = 8 d 6 m 6 [0 5x6 = 6x8 = 6x8 = 6-9-4 13-1-0 19-1-0 25-2-0 32-3-12 40-0-0 6-9-4 6-3-12 6-0-0 6-1-0 7-1-12 7-8-4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.87 BC 0.70 WB 0.93 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl Lid -0.23 16 >999 360 -0.47 16-17 >999 240 0.13 11 n/a n/a 0.25 14-16 >999 240 PLATES GRIP MT20 244/190 Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. Except: BOT CHORD 2x6 SP M 26 *Except* 10-0-0 oc bracing: 17-19 2-18: 2x6 SP No.2, 5-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-20: 2x6 SP M 26, 8-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-331(LC 10) Max Uplift 2=-826(LC 12), 11=-829(LC 12) Max Grav 2=2249(LC 17). 11=2201(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3853/1416, 3-5=-3977/1537, 5-6=-3498/1441, 6-7=-3536/1561, 7-8=4040/1799, 8-10=-3616/1550, 10-11=-3738/1479 BOT CHORD 2-20=-1166/3554, 5-17=-372/1357, 16-17=-1315/4061, 14-16=-1315/4061, 13-14=-838/2715, 11-13=-1165/3207 WEBS 3-20=-530/343, 17-20=-113613499, 6-17=-783/326, 6-16=0/264, 6-14=-531/193, 7-14=-2007/931, 8-14=-1075/2790, 8-13=-325/854, 10-13=-414/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. ; '�,�G•E N'S�`•••• ♦♦♦' 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. `�� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 13-0-0, Exterior(2R) e O 34869 •� 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-5-0, Exterior(2R) 27-5-0 to 31-5-0, Interior(1) 31-5-0 to 42-1-7 zone; cantilever left and right * �• exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .� to the use of this truss component. ;• � 41J 4) Provide adequate drainage to prevent water ponding. O 5) All plates are 2x4 MT20 unless otherwise indicated. has been i T •• Q' ,•'`�,,� �♦ OR O ,6) This truss designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for load bottom ♦♦i�....... a live of 20.Opsf on the, chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l fit between the bottom d d ���'t,�111 Ai any othermembers, 8 Prlovide mechanical connection (by others tru s bearing l teD:,ca able ofwithstanding 100 lb uplift at'oint s except t—Ib (Y ) 9 P P 9 P 1 () P G— ) � 2=826, 11=829. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 .Job • Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037605 2651818-GHO-61MW A15 Roof Special 1 .1 Job Reference (optional) ou11ue15 nrblJourCe (JaCKborvme, rLl, JaCK5011Vllle, rL - 3L[44; t1.4JU s reD iz zuzi MI I eK Inoustnes, Inc. Mon Mar 1 14:3b:4b 2U11 rage 1 ID:rcJP0140c7YPehxeU io6xzNgS4-tCxkmtNOQMCPJgcVKnOR4s65cdQtwHyBaXE9N7zfG3S -2-0-0 5-9 4 11 0 0 13-1-0 18-1-8 23-2-0 25-10-0 29.0-0 34-2-12 40-0-0 42-0-0 2-0-0 5-9 4 5-2-12 2-1-0 5-0-8 5-0-8 2-8-0 3-2-0 5-2-12 5-9 4 2-0 0 Scale = 1:77.6 5x8 = 6x8 = 8x10 = 6x8 = 3x6 I Bx12 = 8 3435 9 4 5 6 6.00 12 36 3x4 3x4 i 32 33 10 31 3 c� lV r; ul ST1.5x8 STP = 11 ��3 30 12 2 19 d 9 18 17 15 14 13 ST1.Sx8 Iv 4.1 16 5x8 i 23 20 22 21 5x8 = 5x8 = 4x6 4x10 MT20HS = 3x6 11 3x6 11 4x6 = 5x12 = LOADING (psi) TCLL 20.0 TCDL 15.0 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/TPl2014 CSI. TIC0.25 BC 0.32 WB 0.69 Matrix-SH DEFL. Vert(LL) Vertli Horz(CT) Wind(LL) in (loc) I/deft Ud -0.17 17-18 >999 360 -0.40 17-18 >999 240 0.12 11 n/a n/a 0.22 17-18 >999 240 PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 4-2-4 cc puriins. 4-7: 2x8 SP 240OF 2.OE, 7-8,8-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-8-15 cc bracing. Except: BOT CHORD 2x6 SP M 26 *Except* 6-0-0 cc bracing: 19-21 2-20: 2x8 SP 240OF 2.OE, 5-21: 2x4 SP No.3 WEBS 1 Row at midpt 7-15 WEBS 2x4 SP No.3 *Except* 19-22,4-19: 2x6 SP M 26 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-297(LC 10) Max Uplift 2=-826(LC12). 11=-829(LC 12) Max Grav 2=1970(LC 1), 11=1957(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3378/1481, 3-4=-3034/1414, 4-5=-3807/1785, 5-6=-4388/2042, 6-7=-438912043, 7-8=-3261/1609, 8-9=-2592/1367, 9-10=-2945/1422, 10-11=-3352/1514 BOT CHORD 2-23=-1249/2996, 22-23=-1249/2996, 5-19=-765/471, 18-19=-1465/3821, 17-18=-167314198, 15-17=-1675/4195, 14-15=1104/2948, 13-14=-1205/2893, 11-13=-1205/2893 WEBS 3-22=-414/259, 4-22=-1308/500, 19-22=-1159/3034, 4-19=-111612782, 5-18=331/715, 6-18=-456/290, 7-18=-63/323, 7-15=2257/1071,8-15=815/1819,8-14=-806/368, 9-14=-417/1016, 10-14=-463/275 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-11-5, Exterior(2R) 10-11-5 to 14-11-5, Interior(1) 14-11-5 to 25-10-0, Exterior(2E) 25-10-0 to 29-0-0, Exterior(2R) 29-0-0 to 33-0-0, Interior(1) 33-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 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. 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 Qt=lb) 2=826, 11=829. N 34869 VN • •... ... .ONAy ��% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 ontywith 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 n l� iTeiC� building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl 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 20501 Tampa, FL 36610 Job Truss Truss Type City Ply 2651818 -Grenadine Club 0 T23037606 2651818-GHO-61MW A16 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:47 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-pb3UBZOeyzS7Y7ltRCQv9HCGaQ?uO9XU2dGROzfG3Q 1 -2-0-0 , 4-9-4 9-0-0 15-0-0 21-2-0 2310-0 31-0-0 35.2-12 40-0-0 42-0-0 z-ao 4.9 4 4-2.12 6-0 0 6.2-0 2-8 0 7-2.0 4-2-12 4-14 2.0 0 Scale = 1:77.6 5x8 = 5x6 = 5x8 = 4x8 5x12 = 8 32 33 9 34 = 3x6 = 5x8 = ST1.5x8 STP = 6x8 = 7x10 = 15-GO 9-0-0 15.0-0 1540 21-2-1 2310-0 31-0.0 40-0-0 9-0-0 r 6-0-0 OS- SA-0 243-0 7-2-0 9-0-0 0-1-0 Plate Offsets (X,Y)—[4:0-6-0,0-2-8],[8:0-6-0,0-2-8],[9:0-3-0,0-2-0],[18:0-5-8,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL , 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.28 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.81 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.06 13-15 >999 240 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 5-20: 2x4 SP No.3 7-6-1 cc bracing: 11-13. WEBS 2x4 SP No.3 "Except" 10-0-0 cc bracing: 18-20 6-17: 2x6 SP No.2 WEBS 1 Row at micipt 7-17 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-8-0, 11=0-8-0 Max Horz 2=-258(LC 10) Max Uplift 2=-391(LC 12), 17=735(LC 12), 11=545(LC 12) Max Grav 2=695(LC 21), 17=2098(LC 1), 11=1122(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-670/373, 3-4=-340/204, 4-5=-207/697, 5-6=-320/898, 6-7=321/898, 7-8=-943/596, 8-9=-1070/698,9-10=-1255/691,10-11=-1543/832 BOT CHORD 2-21=-273/667, 5-18=-118/371, 17-18=-770/510, 16-17=-147/610, 15-16=-150/608, 13-15=-2311819,11-13=-603/1289 WEBS 3-21=-389/326, 4-21=-62/365, 18-21=30/326, 4-18=-1028/526, 7-17=-1761/863, 7-15=-131/350, 8-13=-145/342, 9-13=0/261, 10-13=-319/280, 6-17=-298/189, 5-17=-580l316 1) Unbalanced roof live loads have been considered for this design. I� , �Ci E (11 SC *F.�•• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ,� 01 0 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 9-0-0, Exterior(2R) NO 34869 •� 9-0-0 to 13-0-0, Interlor(1) 13-0-0 to 23-10-0, Exterior(21R) 23-10-0 to 27-10-0, Interior(1) 27-10-0 to 31-0-0, Exterior(2R) 31-0-0 to * �• 35-0-0, Interior(1) 35-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific iro to the use of this truss component.00 4) Provide adequate drainage to prevent water ponding. �i �` Q •�� ��` ��� '•; •s� •5) All plates are 2x4 MT20 unless otherwise indicated. Q R ••' �� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' • • •' •��� �� 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Julius'Lee PE No.34869 2=391, 17=735, 11=545. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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, MO 20501 Tampa, FL 36610 Job I Truss Truss Type Qty Ply 2651818 - Grenadine Club T23037607 2651818-GHO-61MW A17 Roof Special Girder 1 1 Job Reference o tional OUIIUOIJ rllJIJUUIGC tJtlGRJUIIVIIIC, rL/, JGGKJVIIVIIIC, rL- JLLYY, D.YJU s reD -IL LVLI IYII IeK Inctusuies, Inc. Ivion iviar -I 'i4:JD:,9v zuzi rage i I D:rcJP0140c7YPehxeU_io6xzNgS4-mzB FcFQuUajroRvGZdSN EiH iBEjEs6PnV9CN WVzfG30 3-9-4 7-0.0 11-2-8 15-0.0 19.2-0 21-10.0 27-5-0 29-3.5 33-0-0 36-2-12 4o-a-o 42-0.0 , ' 2-0.0 ' 3.9-4 3-2-12 ' 4-2-8 ' 3.9.8 4-2-0 2-6-0 5.7.0 1-10-5 3-&11 3-2-12 3.9-4 2-0.0 5x8 = 5x8 = 9 4x6 = 5x6 = 5x8 = 6.00 12 4 5 �7�� 32 4 3 5x8 = 10 35 11 12 13 20 19 18 16 15 ST1.5x8 17 x" S T P — 25 36 24 37 23 22 4x6 = 5x8 — 5x8 = 4x6 = 06 = 3x6 = 3x4 = 5x8 = ST1.5x8 STP = 6x8 = 7x10 = 15.60 3-9-0 7-0-0 11-2-8 150.0 15.5n0 19-2-0 21-10-0 27-5-0 2935 33-0-0 362-12 40-0-0 ' 3-9-0 2 4.2-0 3-9-8 0. 3b-0 2-0-0 S7-0 1-10.5 3A-11 3-2-12 3-9-0 Scale = 1:77.6 0 A 14 14 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.54 BC 0.55 WB 0.60 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) -0.06 2-25 >999 360 Vert(CT) -0.12 2-25 >999 240 Horz(CT) . 0.03 13 n/a n/a Wind(LL) 0.07 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. 1-4,11-14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x6 SP No.2 *Except` 10-0-0 oc bracing: 21-23 2-22: 2x4 SP No.2, 6-23: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-20: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-8-0, 13=0-8-0 Max Horz 2=-216(LC 6) Max Uplift 2=-577(LC 8), 20=-1085(LC 8), 13=-601(LC 25) Max Grav 2=1159(LC 29), 20=2849(LC 29), 13=1149(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less'except when shown. TOP CHORD 2-3=-1620/617, 3-4=-1431/580, 4-5=-824/445, 5-6=-267/916, 6-7=-443/1423, 7-8=-444/1424, 8-9=-1052/714, 9-10=-1489/827, 10-11=-1490/829, 11-12=1437/634, 12-13=-16531701 BOT CHORD 2-25=-473/1497, 24-25=-438/1379, 6-21=-229/717, 20-21 =-1 120/516, 19-20=-508/563, 18-19=-510/567,16-18=-407/966,15-16=-334/1215,13-15=-458/1384 WEBS 3-25=-281/220, 4-25=-65/620, 4-24=682/171, 5-24=-87/386, 21-24=-490/910, 5-21 =-1 833/746, 8-18=-251/856, 9-18=354/175, 9-16=294/834, 10-16=-446/274, 11-15=0/290, 11-16=-260/324, 7-20=-336/147, 8-20=-1672/625, 6-20=-1074/487 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=771t; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=577, 20=1085, 13=601. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 187 lb up at 7-0-0, 210 lb down and 177 lb up at 9-0-12, 210 lb down and 177 lb up at 11-0-12, and 210 lb down and 177 lb up at 13-0-12, and 210 lb down and 177 lb up at 14-8-12 on top chord, and 396 lb down and 128 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, and 82 lb down at 13-0-12, and 82 lb down at 14-10-4 on bottom chord. The design/selection of such connection CorAWAeo(ohip&ft responsibility of others. 4'�� , sou'.. ••. ��c ICI J ` I ♦ No 34869 '111,10 ONAL Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing YyliTek• 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. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 2,2021 Job 0 Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037607 2651818-GHO-61MW A17 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:49 2021 Page 2 ID:rcJP0140c7YPehxeU_io6xzNgS4-mzBFcFQuUajroRvGZdSNEiHiBEjEs6PnV9C NWvzfG30 VOTES- 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 8-9=-70, 9-11=-70, 11-14=-70,'2-23=-20, 22-23=-20, 13-21=-20 Concentrated Loads (lb) Vert: 4=-123(F) 23=52(F) 6=123(F) 25=-321(F) 24=-52(F) 5=-123(F) 32=123(F) 34=-123(F) 36=-52(F) 37=52(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 individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design into the overall MAE building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �i'��k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply 2651818 -Grenadine Club T23037608 2651818-GHO-0IMW B1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:00 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-x5LPwOYouz5Hc7FNiR9yB1EV6gN—x00P1MNSPmzfG3D 2-0-0 5-0-0 10-1-4 15-0-12 20-2-0 22-10-0 25-2-0 2-0-0 5-0-0 5-1-4 4-11-8 5-1-4 2 8 0 24-0 5x8 = A nn 3x8 = 20' 21 4 22 23 24 5 25 26 4x6 = Scale = 1:47.0 3x6 = X. 3x8 MT20HS = oza — a, i.axo o, r = 7x10 = 5-0-0 10-1-4 15-0-12 20-2-0 22-10-0 2411 5 2- 5-0-0 5-1-4 4-11-8 5-1-4 2-8-0 1-8-0 - Plate Offsets (X,Y)— [3:0-6-0,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 13-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.37 13-15 >767 240 MT20H5 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-SH Wind(LL) 0.22 13-15 >999 240 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 8-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=149(LC 8) Max Uplift 2=-767(LC 8), 11=-622(LC 8) Max Grav 2=1807(LC 29). 11=1677(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2974/980, 3-4=-3854/1400, 4-5=-3854/1401, 5-6=-2396/901, 6-7=-2628/952 BOT CHORD 2-16=-835/2584, 15-16=-833/2603, 13-15=-1318/3777, 12-13=-1318/3777, 11-12=-619/1685 WEBS 3-16=-3/364, 3-15=-554/1473, 4-15=-514/339, 5-13=0/345, 5-12=-1601/549, 6-12=-181/774, 7-12=-264/750, 7-11=2220/833 Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-11 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 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. 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=767, 11=622. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 108 lb up at 5-0-0, 150 lb down and 99 lb up at 7-0-12, 150 lb down and 99 lb up at 9-0-12, 150 lb down and 99 lb up at 11-0-12, 150 lb down and 99 lb up at 12-7-0, 150 lb down and 99 lb up at 14-1-4, 150 lb down and 99 lb up at 16-1-4, and 150 lb down and 99 lb up at 18-1-4, and 220 lb down and 214 lb up at 20-2-0 on top chord, and 267 lb down and 74 lb up at 5-0-0, 52 lb down at 7-0-12, 52 lb down at 9-0-12, 52 lb down at 11-0-12, 52 lb down at 12-7-0, 52 lb down at 14-1-4, 52 lb down at 16-1-4, and 52 lb down at 18-1-4, and 251 lb down and 86 lb up at 20-1-4 on bottom chord. ,The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). tl/llllll//�I GENS. �. ♦ No 34869 •_ * Al r •; • O • �:. Julius. Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: onanuea on page z .OA D-CASE(S)—Standard 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 prop edy 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 2.2021 Job Truss Type City Ply 2651818 - Grenadine Club TB1 T23037608 2651818-GH0=61MW Roof Special Girder 1 1 Job Reference (optional) tsullaers Flrst,ource (Jacksonville, FL), JacKsonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:01 2021 Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-PHvn7LZQfGD8EHgZG8gBkEngs4iDgTGYG06?xCzfG3C LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=70, 6-7=-70, 7-9=70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-45(B) 6=-68(B) 16=110(13) 12=-115(B) 20=-45(B) 21=-45(B) 22=45(B) 23=-45(B) 24=-45(B) 25=45(13) 26=45(B) 27=-26(B) 28=-26(B) 29=-26(B) 30=-26(B) 31=-26(B) 32=26(B) 33=26(131) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 pn /A�i{I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� YtEk° 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 ANS11TPli 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 2651818 - Grenadine Club T23037609 2651818-GHO-61MW C1 Common 4 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:02 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-PHvn7LZQfGD8EHgZG8gBkEnkZ4pZgewYG06?xBzfG3C 2-0-0 5-7-4 10-B-0 15-8-12 21-4-0 2-0-0 5-74 5-0-12 5-0-12 5-74 2x4 JX4 i 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.06 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 6-7 >999 240 BCLL NO ' Rep Stress Incr YES' W3 0.24 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.07 6-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=250(LC 11) Max Uplift 6=-335(LC 12), 2=-537(LC 12) Max Grav 6=920(LC 1). 2=1112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1542/840, 3-4=-1344/833, 4-5=1383/872, 5-6=-1565/879 BOT CHORD 2-9=-649/1346, 7-9=-324/884, 6-7=-669/1330 WEBS 4-7=-312/580, 5-7=-392/371, 4-9=-257/522, 3-9=-364/351 Scale = 1:40.7 JX4 = PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11A5 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=335, 2=537. I$ F%� , • .-INC E Na*-. N 34869 • r r + Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 HT 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 Clty Ply 2651818 - Grenadine Club T23037610 2651818-GHO-0IMW C2 Roof Special 1 1 Job Reference (optional) Builders Firs[Source (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:06 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-mFigA3dZTpsQK2iX2hGMRIUZp5SRLpgHPlgmcQzfG37 2-0-0 5-7 4 10-8-0 17-4-1 23-0-0 2-0-0 5-7-4 5-0-12 6-8-1 5-7-15 2x4 0 3x4 4x6 = 15-3-13 23-0-0 Scale = 1:44.6 3.4 If JI I.Jx6JIY- 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.18 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.33 8-10 >812 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.12 8-10 >999 240 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-5: 2x4 SP No.1, 5-6: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 5-7 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=334(LC 12) Max Uplift 7=-392(LC 12), 2=-540(LC 12) Max Grav 7=1178(LC 18), 2=1336(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1905/823, 3-4=-1728/818, 4-5=2166/869 BOT CHORD 2-10=-961/1692, 8-10=-661/1142, 7-8=-1126/2425 WEBS 3-10=-341/328,4-10=-234/691, 4-8=-294/1124,5-8=-785/433, 5-7=-2543/1187 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterjor(21R) �� �\�LIUS t$� �j�♦ 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 22-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for .��Ci E N S.•�.• ♦�40 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 34869 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 .� JZ 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)40��'•• r • to�: 7=392, 2=540. ♦♦♦,� O Julius Lee PE No.34869 MTek.LISA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Y VOiTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply 2651818 -Grenadine Club r T23037611 2651818-GHO-0IMW C3 Hip Girder 1 1 Job Reference (optional) builders Flrstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 M1Tek Industries, Inc. Mon Mar 1 14:36:09 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-ApOop5fRmkE?BWR6kgp32w67AIYpYEZj6G2RDkzfG34 6.10.14 14-8-0 -2-0-0 3-a0 5-4-0 6-B-0 8-0-0 9-4-0 tab-0 12-0-0 13-4-0 14-s-2 16-a0 16-4-0 21-0-o z3-0-o 2-a0 3-a0 2-4-0 1-4.0 0- - 4 1-4.0 1-40 1.40 1-4-0 1.1-2 1-4-0 NO 3-a0 2-a0 1-1-2 0-2-14 Scale = 1:42.6 4x6 = m 0 3-0-0 6-10-14 10-8-0 14-5-2 18-4-0 21-4-0 i 3-0-0 3-10-14 3-9-2 3-9-2 3-10-14 3-0-0 Plate Offsets (X,Y)—[2:0-2-10,0-1-8],[7:0-5-0,0-2-0],[18:0-5-0,0-2-0],[23:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) -0.05 26 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.11 25-26 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.06 23 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.06 26 >999 240 Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-7 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 7, 12, 18 OTHERS 2x4 SP No.2 *Except* 32-33,35-36: 2x4,SP No.3 REACTIONS. (size) 2=0-8-0, 23=0-8-0 Max Horz 2=-262(LC 23) Max Uplift 2=-545(LC 8), 23=-574(LC 8) Max Grav 2=1312(LC 29), 23=1343(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2046/491, 3-4=-844/317, 4-7=-844/317, 18-20=-897/340, 20-22=-897/340, 22-23=-2190/538, 3-5=1348/359, 5-6=-1273/385, 6-8=1286/431, 8-11 =-1 242/458, 11-13=-1209/481, 13-15=-1223/481, 15-17=-1264/458, 17-19=-1308/431, 19-21 =-1 296/385, 21-22=-1371/360 BOT CHORD 2-30=-286/1934, 29-30=-298/1930, 27-29=-424/2070, 26-27=-447/1941, 25-26=-347/1920, 23-25=335/1926 WEBS 7-27=-807/302, 12-27=-201/673, 18-27=-834/327, 12-13=-298/817 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=545, 23=574, 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 51 lb up at 3-3-15, 120 lb down and 51 lb up at 5-0-12. 120 lb down and 51 lb up at 7-0-12, 120 lb down and 51 lb up at 9-0-12, 120 lb down and 31 lb up at 10-8-0, 120 lb down and 51 lb up at 12-3-4, 120 lb down and 51 lb up at 14-3-4, 120 lb down and 51 lb up at 16-3-4, and 120 lb down and 51 lb up at 18-0-1, and 184 lb down and 173 lb up at 18-4-0 on top chord, and 40 lb down at 3-0-0, 16 lb down at 5-0-12, 16 lb down at 7-0-12, 16 lb down at 9-0-12, 16 lb down at 10-8-0, 16 lb down at 12-3-4, 16 lb down at 14-3-4, and 16 lb down at 16-3-4, and 40 lb down at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0111111111111" • • No 3.4869 r r 1Z � � • r • E��♦♦ �,5,�� N A� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: C.oatinwed-on-page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywah MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Beforeuse, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 2,2021 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037611 2651818-GH0-61MW C3 Hip Girder" 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:09 2021 Page 2 ID:rcJP0140c?YPehxeU io6xzNgS4-ApOop5fRmkE?BWR6kgp32w67AIYpYEZj6G2RDkzfG34 NOTES- 11) 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=70, 22-24=70, 2-23=-20, 3-13=-70, 13-22=-70 Concentrated Loads (lb) Vert: 28=-6(B) 30=16(B) 29=6(13) 27=6(B) 26=-6(B) 25=-16(B) 37=-5(B) 38=-6(B) 39=-6(B) 40=-6(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall � /ot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ! V1iT�i k� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037612 2651818-GH0-61MW C4 Common 8 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, U.43U s Feb 12 2U21 MI I eK industries, Inc. Mon Mar 1 14:3tl:1U 2U21 rage i ID:rcJP0140c?YPehxeU_io6xzNgS4-eOyBOQg3X1 Mspg01HXKlb8eH HiulHihtKwo_IBzfG33 -2-0 0 5-7-4 10-8-0 15-8-12 21-4-0 23�-0 2-0-0 5-7-4 5-0-12 5-0-12 5-7-4 2) I1 4x6 = 7-3-8 14-0-8 21-4-0 7-3-8 6-9-0 7-3-8 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.64 BC 0.54 WB 0.21 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-262(LC 10) Max Uplift 2=-524(LC 12), 6=524(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1522/799, 3-4=-1324/792, 4-5=1324/792; 5-6=-1522/799 BOT CHORD 2-10=-502/1360, 8-10=-214/887, 6-8=544/1265 WEBS 4-8=-269/525, 5-8=364/349, 4-10=269/525, 3-10=-363/349 in (loc) 1/defl Ud -0.06 6-8 >999 360 -0.14 6-8 >999 240 0.04 6 n/a h/a 0.07 8-10 >999 240 Scale = 1:41.2 PLATES GRIP MT20 244/190 Weight: 110 lb FT = 20% Structural wood sheathing directly applied or 4-7-12 oc purlins. Rigid ceiling directly applied or 7-11-7 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=524, 6=524. ,�l111111/IIII ��vL1US C�F,i���� • o 34869 �_ • r • r r • r • %% Julius Lee PE No.34869 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19t202O 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 {g� ,building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 9 VIiTek• 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 Waldod, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037613 2651818-GHO-61MW C5 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:11 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-6C WZDmhilLUjQgbUrFsX7LBR86B403POZaXXldzfG32 -2-0-0 5-7-4 10-8-0 16-0-0 18-8-1 22-8-8 2-0-0 5-7-4 5-0-12 5-4-0 2-8-1 4-0-6 4x6 = 2x4 0 22-8-8 Scale = 1:43.2 I LOADING (psf) r SPACING- 2-0-0 CS1. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.29 10-12 >912 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.10 10-12 >999 240 Weight: 138 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 5-6,6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=326(LC 12) Max Uplift 8=-385(LC 12), 2=536(LC 12) Max Grav 8=1128(LC 18). 2=1331(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1870/829, 3-4=-1611/746, 4-5=-2293/1035, 5-6=-1890/789 BOT CHORD 2-12=-957/1667, 10-12=-637/1142, 9-10=-630/1,323, 8-9=-632/1320 WEBS 3-12=-373/351, 4-12=-177/642, 4-10=504/1270, 5-1 0=-1 283/715, 6-10=425/862, 6-8=-15791757 Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-1 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(l) 14-8-0 to 22-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 (jt=lb) 8=385, 2=536. %%%�0-JUS1 F I N 34869 I • 1O 11111111j11 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 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 ANSYnPIf 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 2651818 - Grenadine Club T23037614 2651818-GH0-61MW C6 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, U.43U s Feo 12 2Un mi I eK Inaustnes, Inc. mon mar i 14:aun2 tun rage 1 I D: rcJP 0140c7YPehxeU_io6xzNgS4-aO4xR6iK3fca2zAhPyNmgZkcuVaH I W5Ao EH 5g3zfG31 -2-0-0 5-7-4 10-8-0 14-0-0 20-8-1 22-8-8 2-0-0 5-7-4 5-0-12 3-4-0 6-8-1 2-0-6 4x6 = 2x4 Scale = 1:43.2 7-3-4 14-0-0 20-8-1 22-8-8 7-3-4 6.8-12 6-8-1 2-D-6 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8j, [5:0-4-0,0-2-7[, [6:0-5-4,0-2-12) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 5-6,6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 OTHERS' 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=326(LC 12) Max Uplift 8=-385(LC 12), 2=536(LC 12) Max Grav 8=987(LC 1), 2=1178(LC 1) CSI. DEFL. TC 0.63 Vert(LL) BC 0.57 Vert(CT) WB 0.60 Horz(CT) Matrix-SH Wind(LL) in (loc) Udefl Ud -0.06 2-12 >999 360 -0.1510-12 >999 240 0.03 8 n/a n/a 0.08 10-12 >999 240 PLATES GRIP MT20 2441190 Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1683/821, 34=-1488/816, 4-5=1683/915, 5-6=-1414/732 BOT CHORD 2-12=-945/1441, 10-12=-625/1006, 9-10=-266/509, 8-9=-269/505 WEBS 3-12=-357/346, 4-12=-257/525, 4-10=379/826, 5-10=-1064/659, 6-10=-601/1035, 6-8=-1128/598 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2E) 10-8-0 to 14-0-0, Interior(1) 14-0-0 to 22-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=385, 2=536. &IUS�CF���i�� i • 34869 OR XV IA, • .....•' \ ,� ,O N A' E Julius Lee PE No.34869 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater March 2,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is basedonly upon parameters shown, and Is for an Individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi l4ek• 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 ANSI1TF/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 2651818 -Grenadine Club T23037615 2651818-GHO-61MW C7 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:13 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-3bdJeSiygykRg7ltzgu?DmGnevxwU1 mJ1 u0eMWzfG30 -2-0-0 5-7-4 10-8-0 12-0-0 17-4-4 22-8-8 2-0-0 5-7-4 5-0-12 1-4-0 5-4-4 5-4-4 2x4 d 4x6 = 5 4.6 = 3x4 = 3x4 Scale = 1:43.7 2x4 11 5-74 10-8-0 12-0-0 1 1744 22-8-8 5-7-4 5-0-12 1-4-0 5-4-4 5-4-4 Plate Offsets (X Y)- [2:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix-SH Wind(LL) 0.07 10-12 >999 240 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 44-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. 7-8: 2x6 SP No.2 WEBS 1 Row at midpt 6-8 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=337(LC 12) Max Uplift 8=-388(LC 12), 2=-534(LC 12) Max Grav 8=987(LC 1). 2=1178(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16931801, 3-4=-1235/656, 4-5=-1155/705, 5-6=-877/496 BOT CHORD 2-12=-936/1471, 10-12=-936/1471, 9-10=-697/1152, 8-9=496/877 WEBS 3-10=-517/356, 4-10=-373/787, 5-9=-389/269, 6-9=-109/440, 6-8=-1166/658, 5-10=-483/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. II I I I lidt�I� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. LF���I♦♦ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2E) ,,��� ��j�-SUS 10-8-0 to 12-0-0, Interior(1) 12-0-0 to 22-5-12 zone; cantilever,left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 �. E,N S'F'•, ♦oo plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��� .,•��Ci '.• to the use of this truss component. .•, 34869 •; 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. j� ! J 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .� will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. o jv 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) oo� '•, �` _ �� O 8=388, 2=534. R, SS/ONAV-��``�� Julius Lee PE No.34869 MiTek USA, Inc. FL dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 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 ANSbTFlf 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 2651818 - Grenadine Club T23037616 2651818-GHO-61MW C8 Half Hip 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:36:14 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-XnBhsojabGslHHJ3WNPEI—PyOJHIDQBTFYmBuyzfG3? -2-0-0 5-11-4 11-4-0 17-04 22-M 2-0-0 5-11-4 5-4-12 5.8.4 5-8-4 Scale=1:42.8 5x8 = 2x4 I I 3x6 = 16 ' 17 2x4 0 5-11-4 114-0 17-0-4 , 22-M 5-11-4 5-4-12 5-8-4 5-8-4 - Plate Offsets (X,Y)— [2:0-1-0,Edge], [4:0-6-0 0-2-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.04 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC20201rPI2014 Matrix-SH Wind(LL) 0.07 9-11 >999 240 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=391(LC 12) Max Uplift 7=-400(LC 12), 2=521(LC 12) Max Grav 7=987(LC 1), 2=1194(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1687/663, 3-4=-1171/517, 4-5=-755/388, 5-6=-754/388, 6-7=-935/539 BOT CHORD 2-11=-849/1489, 9-11=-849/1489, 8-9=541/986 WEBS 3-9=-584/353, 4-9=-118/413, 4-8=-361/218, 5-8=-438/332, 6-8=-546/1066 Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-4-0, Exterior(2R) 11-4-0 to 17-0-4, Interior(1) 17-0-4 to 22-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live iload 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) 7=400, 2=521. ,0III111111 IIIIII ,�� J • G•E N S 4 3869 � r r r r � r E.��• II��Irllfoly, Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 verity the applicability of design parameters and property Incorporate this design Into the overall r� /rT building design. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing ! VIiT�i k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply 2651818 -Grenadine Club T23037617 2651818-GHO-61MW C9 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2x4 d 2-0-0 6-114 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:36:15 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-?zl438kCMa_9vRuG44wTIBM7AjbOynccUCVIROzfG3_ 13-4-0 19-6-0 23-0-0 64-12 6-2-0 3-6-0 5xB = 3x6 = 2x4 II 6.00 FIT 5 206 7 3x4 = — 11 — — 11 Scale = 1:45.0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.63 BC 0.54 WB 0.74 Matrix-SH DEFL, in Vert(LL) -0.06 Vert(CT) -0.14 Horz(CT) 0.04 Wind(LL) 0.06 (loc) I/deft L/d 2-14 >999 360 2-14 >999 240 8 n/a n/a 14 >999 240 PLATES GRIP MT20 2441190 Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x4 SP No.2 "Except` except end verticals. 6-11: 2x4 SP No.3, 10-13: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 9-11 7-8: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 9 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-3-0, 2=0-8-0 Max Horz 2=444(LC 12) Max Uplift 8=-392(LC 12), 2=-509(LC 12) Max Grav 8=1055(LC 1), 2=1221(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1702/610, 3-5=-1056/430, 5-6=1233/597 BOT CHORD 2-14=-847/1512, 12-14=-847/1514, 6-9=-192/638, 8-9=-585/1210 WEBS 3-14=01264, 3-12=-726/422, 9-12=-558/1039, 6-9=-169/427, 6-8=1519/734 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 13-4-0, Exterior(2R) S 13-4-0 to 18-11-14, Interior(1) 18-11-14 to 22-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for ox'ju reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,,���� G•E N Ste••, ���� 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. 34869 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 J 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) 8=392,2=509. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 propedy incorporate this design Into the overall Not 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 ANS11lPI1 Quality Criteria, DSB-89 and BCS/ Building: Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037618 2651818-GHO-61MW CIO Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244; 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:03 2U21 Hage 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-Lg1XY1 bgBuTsTbyNZifpfs2GtTW8TzrjKb675zfG3A -2-0-0 7-10-0 15-1-8 19-0-0 22-2 8 j3-0 Q 2-0-0 7-10-0 7-3-8 3-10-8 3-2-8 -9-8 2x4 d 6.00 12 5x8 = 2x4 11 4x12 Scale = 1:48.6 21 0 22 7 3x4 = txv It oxo — crzv u M u5 6 d n 0 d 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) -0.08 2-15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.19 2-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 9 n/a We BCDL 10.0 Code FBC202OfTP]2014 Matrix-SH Wind(LL) 0.07 2-15 , >999 240 Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 6-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 10-12 8-9: 2x6 SP No.2 WEBS 1 Row at midpt 3-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-0 Max Horz 2=476(LC 12) Max Uplift 2=-501(LC 12), 9=-424(LC 12) Max Grav 2=1226(LC 17), 9=1016(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1679/582, 3-5=-890/367, 5-6=-923/544, 6-7=-924/545, 7-8=892/531, 8-9=-969/594 BOT CHORD 2-15=-840/1492, 13-15=-840/1492 WEBS 3-15=0/330,3-13=884/491,5-13=-263/276, 10-13=-592/1051,5-10=-170/325, 8-10=-702/1235 NOTES - Unbalanced roof live loads have been considered for this design. ,N..s. N il-SUS, LF��♦I♦♦ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. •\C' ENS '•, ♦�.0 I% Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-1-8, EMerior(213) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 22-2-8, Exterior(2E) 22-2-8 to 22-9-4 zone; cantilever left and right exposed ;C-C for members ``�� and forces 8r MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 34869 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. = ,• •4u 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 O � will fit between the bottom chord and any other members. ♦ ,(� �` Q. •� �� ♦♦♦♦ ; V .7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �• OR \ • �}N 2=501, 9=424. 1%, I % �ONA��` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 Mi reK® connectors. This design is based -only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ,Job Truss Truss Type Qty Ply 2651818 - Grenadine Club T23037619 2651818-GHO-0IMW D1 GABLE 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.43U s FeD 12 2U21 Nit I eK Industries, Inc. mon mar 1 14:db:1d zuzl rage i I D: rcJ P 0140c?Y Pehxe U_io6xzNq S4-PYRC iAm5eVMj mudrl DUAwq_f WwgQ9 LC2AAkP OjzfG2x 2-0-0 11-11-15 20-M 2-0-0 11-11-16 8-0-1 4x6 = 3x4 = 3x4 = Scale = 1:39.9 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.56 BC 0.33 WB 0.17 Matrix-SH DEFL. in Vert(LL) 0.00 Vert(CT) -0.03 Horz(CT) 0.01 (loc) I/defl Ud 1 n/r 120 1 n/r 120 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 16-18: 2x6 SP No.2 10-0-0 oc bracing: 17-18. OTHERS 2x4 SP No.3 `Except' 10-21: 2x4 SP No.2 REACTIONS. All bearings 16-8-0. (lb) - Max Horz 2=230(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 24, 25, 26, 27, 29, 20,19 except 2=208(LC 12), 28=-117(LC 12), 18=-207(LC 13) Max Grav All reactions 250lb or less atjoint(s) 21, 22, 24, 25, 26, 27, 28, 29, 20, 19 except 2=285(LC 21), 18=396(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/296, 3-4=-419/268, 4-5=-361/259, 5-6=-299/246, 13-14=-285/204, 14-15=-333/179, 15-16=-392/168 BOT CHORD 2-29=-146/400, 28-29=-146/400, 27-28=-146/400, 26-27=-146/40D, 25-26=-146/400, 24-25=-146/400, 22-24=-146/400, 21-22=-146/400, 20-21=-146/400, 19-20=-146/400, 18-19=-146/400 ,`� WEBS 13-1 8=-1 841285, 18-33=-205/553, 33-34=-181/505, 16-34=-149/448 0% S C�41,!4#,' NOTES- �% , ♦♦o •��G E fV S.•• I♦♦ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=211; Cat. `� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-1-7 to 1-10-9, Exterior(2N) 1-10-9 to 11-11-15, Comer(3R) 34869 S.11-11-15 •� to 15-11-15, Exterior(2N) 15-11-15 to 19-104 zone; cantilever left and right exposed ;C-C for members and forces & * ! 7tr MWFRS 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 ANSIfTP1 1. 3 ;• �� 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. All 2x4 MT20 indicated. ♦ •, Q. ; �� ♦♦j \ �.•,• •5) plates are unless otherwise R �� �I • • • `� �� 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for 10.0 bottom live )oad live loads. G ��I� �� N AL `% a psf chord nonconcurrent with any other 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. Julius Lee PE No.34869 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 24, 25, 26, MTek USA, Inc. FL Cart 6634 27, 29, 20, 19 except (jt=lb) 2=208, 28=117, 18=207. 6904 Parke East Blvd. Tampa FL 33610 10) Non Standard bearing condition. Review required. Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�� � ek• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V 1� 9 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the //�T fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037620 2651818-GHO.61MW D2 Roof Special 2 1 Job Reference c tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:20 2021 Page 1 ID: rcJP0140c?YPehxeU_io6xzNgS4-LxYz6roLA6cROCnDteWe?F3zfkGNd3CLeUD W5czfG2v -2-0-0 6-3-4 11-11-15 16.4-0 20-0-0 2-0-0 6-3-4 5.8-12 4-4-1 3-8-0 Scale = 1:43.6 46 = ,!r 2x4 d 16 3x4 i — 7x10 = N c} N 8-5-4 20-0-0 16 164-0 8r0 8-5-4 7-10-12 0-4-0 3-50 4 Plate Offsets (X Y)- [2:0-2-10,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) -0.11 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 2-10 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.85 Horz(CT) 0.02 8 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) -0.04 2-10 >999 240 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD . Rigid ceiling directly applied or 6-0-0 oc bracing. 5-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=230(LC 11) Max Uplift 2=-442(LC 12), 8=392(LC 12) Max Grav 2=1004(LC 17), 8=1164(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1158/448, 3-4=-926/409 BOT CHORD 2-10=-438/1090, 8-10=-56/415 WEBS 3-10=-455/439, 4-10=-298/806, 4-8=-818/510, 6-8=-116/359, 5-8=-373/367 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=5.Opsf; BCDL=5:Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ,,��� ����,' RS Interior(l) 15-11-15 rC tand ��I♦, to 19I10-4 one; cantilever eft and right exposed for members forces &rMrWFRS 11 11-15 t 15-1G 15, IOnterior(W �F for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,,,J�-�US� G E IV 5+., ♦�� 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. 00 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� No 34841-4 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 7k ! will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=442, 8=392. �• i •.,cLORIOP;N Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS ANDIINCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AUSIITP11 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 I Truss Truss Type City Ply 2651818 -Grenadine Club T23037621 2651818-GHO-61MW D3 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:23 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-m WE51tgDT1?OtgWoYm3LdthvvzxHagQcnKRRAiwzfG2s 6-3-4 11-11-15 16-4-0 _ 20-0-0 6-3-4 5.8-12 4-4-1 3-8-0 ' 3x4 = ST1.5x8 STP = 3x4 = 3x4 = 4x6 = 7 ST1.5x8 STP = 7x10 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.11 7-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.22 1-9 >880 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.08 1-9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-7: 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-208(LC 10) Max Uplift 1=-249(LC 12), 7=-408(LC 12) Max Grav 1=822(LC 17), 7=1 174(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1187/511, 2-3=-967/472 BOT CHORD 1-9=-47911140, 7-9=-69/425 WEBS 2-9=-481/460, 3-9=-337/854, 3-7=-839/527, 5-7=-119/361, 4-7=-374/372 N N 2x4 11 Scale = 1:41.8 PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 11-11-15, Exterior(2R) 11-11-15 to 15-11-15, Interior(1) 15-11-15 to 19-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=249, 7=408. No 34869 IU lot 111110% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing rn� l �al' V I Y iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037622 2651818-GHO-0IMW D4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, , 8.430 s Feb 12 2021 Mirek Industries, Inc. Mon Mar 1 14:36:24 2021 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-EioTyDrrEL7tUp4_6Tba95EjfLhiZ1 cxY5BjENzfG2r 1-0-0 5-0-10 9-4-0 11-11-15 14-M 20-M 1-0-0 4-0-10 4-3 6 2-7-15 2-8-1 5-4-0 46 = 3x4 = 3x8 14x6 = ST1.Sx8 STP = ST1.5x8 STP = 3x4 11 Scale = 1:42.7 3x12 MT20HS = 7x10 = 1-0 0 5-0 10 94-0 14-8-0 15-0r0 20-M 1-0-0 4-0-10 4-3-6 5-4-0 o, 5-0-0 Plate Offsets (X,Y)— 12:0-24,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.03 12-13 >999 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 2-13,4-11,6-9: 2x6 SP No.2 REACTIONS. (size) 14=Mechanical, 9=0-8-0, 11=0-8-0 Max Harz 14=-196(LC 10) Max Uplift 14=-76(LC 12), 9=307(LC 13), 11=-346(LC 12) Max Grav 14=281(LC 21), 9=742(LC 22). 11=91:4(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/46, 3-4=-297/408, 4-5=-129/334, 5-6=-271/263, 6-7=-454/332, 7-8=-276/92 BOT CHORD 13-14=-130/372, 12-13=-176/435, 9-11=-177/370 WEBS 5-11=-272/49, 5-9=-190/332, 7-9=-278/625, 4-11=-309/333, 6-9=401/415, 3-11=-538/374 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-11. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-0-0, Interior(1) 1-0-0 to 11-11-15, Exterior(21R) 11-11-15 to 15-11-15, Interior(1) 15-11-15 to 19-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except at=lb) • 9=307, 11=346. .. III I O 341a 9 00 P,•• � . Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall Ives, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i'��k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qty Ply 2651818 -Grenadine Club T23037623 2651818-GH0-61MW EJ3 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:25 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4- uMSAZSU?eFk6zfBgB6pilmoul7?IXf4nlwHmpzfG2q i -2-0-0 i 3-0.0 2-0-0 3-0-0 Scale = 1:15.3 3-0-0 3-M Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(ILL) 0.00 2 """" 240 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-297(LC 12) Max Grav 3=32(LC 8), 2=370(LC 1). 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Intedor(1) 1-10-9 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,�ill ��,, will fit between the bottom chord and any other members. ,�� 5) Refer to girder(s) for truss to truss connections. ` `�� ���-� �F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) ��` '� ........ 34869 ••' 0. P,��,. p R `O O N A E %% • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R_ 33610 Date: March 2,2021 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 Iip�Yi building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y,iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?1711 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2651818 -Grenadine Club T23037624 2651818-GHO-01MW FG1 FlatGirden 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244,, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:27 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-eH UcaEIkXGVSLHpZnc8HnjsHfYm5mJiNF3PNrizfG2o 4-5-15 8_10-1 134-0 4-5-15 4-4-3 4515 3x6 I I 4x6 = 7x10 11 Scale = 1:26.1 5x8 = 9 10 2 11 12 13 3 14 15 16 17 4 EEI C S 18 19 7 20 21 6 5x8 = 5 3x12 MT20HS I I ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x8 SP 240OF 2.0E BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x6 SP No.2 *Except* 1-8,4-5: 2x8 SP 240OF 2.OE, 2-7,3-7,3-6: 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 5=0-4-0 Max Uplift 8=-2308(LC 4), 5=-2770(LC 4) Max Grav 8=6039(LC 1), 5=7664(LC 1) 7x10 = 13-4-0 8x10 = 06 = CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TC 0.15 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 BC 0.23 Vert(CT) -0.06 6-7 >999 240 MT20HS 187/143 WB 0.54 Horz(CT) 0.01 5 n/a n/a Matrix-SH Weight: 285 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-5026/1933, 1-2=-5190/1981, 2-3=-5190/1981, 3-4=4963/1911, 4-5=7526/2751 BOT CHORD 7-8=-126/328, 6-7=-1911/4963 WEBS 1-7=-2388/6258, 2-7=-1867/708, 3-7=89/302, 3-6=-3495/1377, 4-6=-2559/6702 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=4011; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 MT20 plates unless otherwise indicated. 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 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 Qt=lb) 8=2308, 5=2770. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down and 344 lb up at 1-0-12, 739 lb down and 329 lb up at 3-0-12, 754 lb down and 321 lb up at 5-0-12, 739 lb down and 339 lb up at 6-4-12, 755 lb down and 349 lb up at 8-4-12, 985 lb down and 424 Ito up at 9-4-12, 739 lb down and 378 lb up at 10-4-12, 941 lb down and 456 lb up at 11-2-4, and 570 lb down and 319 lb up at 12-4-12, and 1871 lb down and 519 lb up at 13-0-6 on top chord, and 1038 lb down and 405 lb up at 1-4-12, 967 lb down and 405 lb up at 3-4-12, and 967 lb down and 408 lb up at 5-4-12, and 967 lb down and 420 lb up at 7-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 i DENS �. 0. 00 ♦Ap 34869 -53 Julius Lee PE No.34869 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 WWI) 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 A� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V! iTek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 2,2021 Job a Truss Truss Type Qty Ply 2651818 - Grenadine Club T23037624 2651818-GH0-61MW FG1 Flat Girder 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244; 8.43U s Feb 12 2U21 MI I eK industries, Inc. Mon Mar 114:3ti:Lt LULI rage Z ID:rcJP0140c?YPehxeU_io6xzNgS4-eH UcaEtkXGVSLHpZnc8HnjsHfYm5mJiNF3PNrizfG2o LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=40, 5-8=-20 Concentrated Loads (lb) Vert: 4=-1714 9=-759 10=739 11=-754 12=-739 13=-755 14=-985 15=739 16=-941 17=-570 18=-967(F) 19=-967(F) 20=-967(F) 21=-967(F) 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 i Vl Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,pAiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type I Qty I Ply 12651818 - Grenadine Club T23037625 2651818-GHO.61MW IG1 Builders FirstSource (Jacksonville, FL), Half Hip 1 1 Job Reference (optional) Jacksonville, FL - 32244,1 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:28 2021 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-6T1_oauM IZdJzROm LJfWKx004y2GVgZWrj9xNBzfG2n 53.4 10-3-0 12-11-0 d3.7-q 5-3.4 4-11.12 2-8-0 0-8-0 3x 14 ST1.5x8 STP = 2x4 II 4x6 = 5x8 = 2x4 II 3 4 5 3x4 = 2x4 11 13.2-8 5J4 1I'M 11-11-8 12-11A 1 7 53-0 4-11-12 1$-8 0-11-8 3K M N ab a5 N Scale = 1:39.9 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.43 BC 0.49 WB 0.95 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) -0.10 12-13 >999 360 Vert(CT) -0.23 12-13 >661 240 Horz(CT) 0.34 7 n/a n/a Wind(LL) 0.18 12-13 >847 240 PLATES GRIP MT20 2441190 Weight: 94 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 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. Except: 3-12: 2x4 SP No.1, 1-14: 2x6 SP No.2 10-0-0 oc bracing: 7-8 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size) 14=0-7-0, 7=0-3-0 Max Horz 14=270(LC 12) Max Uplift 14=-145(LC 12), 7=288(LC 12) Max Grav 14=596(LC 17), 7=654(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-754/320, 2-3=-303/98, 1-14=-560/312 BOT CHORD 13-14=-462/255, 12-13=-604/689, 8-11=-321/375, 7-8=-321/375 WEBS 2-12=-588/517, 3-11=-132/308, 1-13=185/514, 3-7=-540/466 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-2-12, Interior(1) 4-2-12 to 10-3-0, Exterior(2E) 10-3-0 to 13-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project for applied live load loading engineer responsible verifying roof shown covers rain requirements specificjLlUs, to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. �, '�,\ GE N.SF.'• ♦♦i 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 3069 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) J 14=145, 7=288.10 = .� .411 P•:��. sS�orua�E`:�`�• Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 Mi rek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a loos system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p �� iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl 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 2651818 - Grenadine Club T23037626 2651818-GHO-61MW G2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 M7ek Industries, Inc. Mon Mar 1 14:36:29 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-bgbM?wv_3tlAbbzyvlAls8xVAMOQEBLgiNuUvazfG2m -2-1.1 6-1-4 11-0-0 , 12.4-0 , 1s-o-o 17.010 17-9-t) 2-a0 6.1-4 4-10-12 1-4-0 24ao 2-a0 8-0 4x6 = Scale = 1:44.3 17-3-8 6-14 11-0-0 1 15(FO 16-0-8 17-0.0 1 6-14 4-10.12 1-0-8 0.11-6 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.66 BC 0.49 WB 0.66 Matrix-SH DEFL. in ([cc) I/deft L/d Vert(LL) -0.10 17-18 >999 360 Vert(CT) -0.24 17-18 >845 240 Horz(CT) 0.28 12 n/a n/a Wind(LL) 0.16 17-18 >999 240 PLATES GRIP MT20 2441190 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 cc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-6-12 oc bracing: 2-21 7-17: 2x4 SP M 31 8-1-7 cc bracing: 17-18. OTHERS 2x4 SP No.3 9-1-0 cc bracing: 12-13 10-0-0 oc bracing: 18-20 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 12=0-3-0 Max Harz 2=471(LC 12) Max Uplift 2=-389(LC 12), 12=347(LC 12) Max Grav 2=968(LC 17), 12=852(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/418, 3-5=-926/447, 5-6=-909/593, 6-7=-268/117 BOT CHORD 2-21=-811/1077, 5-18=-246/320, 17-18=-448/569, 13-16=408/561, 12-13=408/561 WEBS 3-21=-187/286, 18-21=-841/1104, 3-18=-284/184, 6-18=-639/833, 6-17=-655/556, 16-17=-3191450, 7-16=-343/510, 7-12=-774/565 111U 1111�/j 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. '• �Ci E 1115+�;.,••• �10 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 12-4-0, Exterior(2E) ,�� 12-4-0 to 15-0-0, Interior(1) 15-0 0 to 17-0-0, Exterior(2E) 17-0-0 to 17-6-4 zone; cantilever left and right exposed ;C-C for members �'01 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N 34869 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * �• •� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. �4U 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcu7ent with any other live loads. 10 .0.. 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 ♦ TQ `� 4� will fit between the bottom chord and any other members. R \ �••'• �� ��j� • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=389, 12=347. • • - /11111f11��, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19i2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall ��i�•t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSI117PI1 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 2651818 - Grenadine Club T23037627 2651818-GH0-61MW G3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:31 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-X2j7QcwEbU?tqu7KORDDxZOrfA6yi44z9hNb_TzfG2k 5-5-4 10-4-0 11-8-0 1"-0 1S0-o , 16-0-0 , 17-8-0 , 5.5.4 4-10-12 1.4.0 1-4-0 2-11 1-0-0 1.8.0 2x4 46 = Scale=1:40.9 2x4 11 6 7 8 rn 16 N s I I I rib 17-3-8 554 10-40 11-&0 130-0 15-0-0 , 16-0-0 , 17-0-0 17-8A 554 4-10-12 1-0-0 1 4NI 2-0-0 1-0-0 1-0-0 03- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.21 12 >969 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.28 10 n/a n/a BCDL 10.0 Code FBC2020rr.P12014 Matrix-SH Wind(LL) 0.14 12 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* BOT CHORD 6-13: 2x4 SP M 31 JOINTS OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-0 Max Horz 2=418(LC 12) Max Uplift 2=-409(LC 12), 10=-317(LC 12) Max Grav 2=971(LC 17), 10=838(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1239/532, 3-4=-961/526, 4-5=828/560, 5-6=-359/192, 6-7=-585/407 BOT CHORD 2-17=-856/1108, 13-14=-488/650 WEBS 3-17=-175/285, 5-13=-806/629, 11-13=-506/796, 7-10=-827/642, 7-11=-581/831, 14-17=-874/1119, 3-14=-290/216, 5-14=-308/373 PLATES GRIP MT20 244/190 Weight: 121 lb FT = 20% Structural wood sheathing directly applied or 5-1-6 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-9 oc bracing. 1 Brace at Jt(s): 11 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(l) 1-10-9 to 10-4-0, Exterior(2E) 10-4-0 to 13-0-0, Interior(1) 13-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 17-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 jive loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=409, 10=317. 'LIUS� G E N 34869 • C? . ss,O N A E�`��� uni Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Hie 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, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qly Ply 2651818 - Grenadine Club . T23037628 2651818-GH0-61MW G4 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:32 2021 Page 1 I D: rcJ P 0140c?YPehxeU_i o6xzNgS4-?FHVeyxtLo7kS2iXa9kS U nZOPZNaRXB6OL78WvzfG2j 17-6-0 -2-0-0 454 84-0 11-0-0 11-8-0 14-7-1s 1631s 17-0-0 2 454 3-11 12 2-8-0 0-e-0 2-11-15 1-7-ts 0-8-2 2x4 4X = Scale = 1:39.7 6x8 = 6 17-3-8 8-" 11-0-0 11-8-0 14-7-15 T2:2 17 10 0 1 84-0 2$-0 0-8-0 2-11-1s 14-9 0-11-8 3 N1 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8), [8:0-3-8,0-3-0), [17:0-5-8,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.12 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.28 16-17 >710 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2020IrP12014 Matrix-SH Wind(LL) 0.19 16-17 >999 240 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 6-16: 2x4 SP M 31 2x4 SP No.3 OTHERS JOINTS REACTIONS. (size) 2=0-8-0, 11=0-3-0 Max Horz 2=364(LC 12) Max Uplift 2=-428(LC 12), 11=307(LC 12) Max Grav 2=957(LC 17), 11=809(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1209/674, 3-4=-922/486, 4-5=1086/744, 5-6=-397/231, 6-7=-752/553, 7-8=-676/482 BOT CHORD 2-20=-933/1097, 16-17=-847/1125 WEBS 3-20=-325/359, 4-20=-196/281, 15-16=-279/472, 6-15=153/342, 5-16=-10491804, 8-11=-897/721,8-15=422/589,17-20=-693/919,4-17=-361/490 Structural wood sheathing directly applied or 5-3-7 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-5 cc bracing: 2-20 5-10-7 cc bracing: 16-17. 10-0-0 cc bracing: 11-12 1 Brace at Jt(s): 15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 8-4-0, Exterior(2E) 8-4-0 to 11-0-0, Interior(1) 11-0-0 to 14-7-15, Exterior(2E) 144-15 to 16-3-15, Interior(1) 16-3-15 to 17-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 lost 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=428,11=307. ♦♦♦�������-1US' ♦ DENS+ ♦♦♦ 34869 . • % Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 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 ,AAiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 A Truss Truss Type City Ply 2651818 -Grenadine Club T23037629 2651816-GH0-61MW G5 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, , 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:34 2021 Page 1 I D: rcJ P 0140c?YPehxeU-io6xzNgS 4-xd P F2ez7lP NShMrvh amwZCeM M N2fvQ7 PsfcFbozfG2h -2-0-0 7-0-0 9-8.0 11-8-0 14-7-15 , t7-0-0 t7-8-q z-0-0 7-0-0 2-8-0 2.0-0 2-t1-15 2.4-1 0 &0 4x6 = 3x6 11 Scale = 1:41.3 3x4 5- 17-3-8 7-0-0 94t-0 11-8-0 14-7-11 16-M 17-0.0 17-8�1 7-0-0 2$-0 2-0-0 2-11-15 1-0-9 0-11-8 0-3-8 Plate Offsets (X,Y)- [2:0-2-10,0-1-8], [3:0-6-0,0-2-8], [7:Edge,0=3-8] [15:0-5-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.14 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.34 14-15 >587 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.32 9 n/a nla BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Wind(LL) 0.21 14-15 >973 240 Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-6-8 oc bracing: 2-18 5-14: 2x4 SP M 31 5-2-1 oc bracing: 14-15. OTHERS 2x4 SP No.3 10-0-0 oc bracing: 9-10 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size) 2=0-8-0, 9=0-3-0 Max Horz 2=331(LC 12) Max Uplift 2=-432(LC 12), 9=290(LC 12) Max Grant 2=962(LC 17), 9=824(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1149/564, 34=-1571/1019, 4-5=-445/254, 5-6=-863/606 BOT CHORD 2-18=-721/975, 14-15=-1129/1643 WEBS 3-18=-427/417, 13-14=-220/526, 5-13=-116/401, 6-9=-711/536, 6-13=-503/798, 4-14=-1431/1003, 15-18=-800/1087, 3-15=-539/881 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.`us, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 7-0-0, Exterior(2E) ��\- L�F I♦♦ 7-0-0 to 9-8-0, Interior(1) 9-8-0 to 14-7-15, Exterior(2E) 14-7-15 to 17-6-4 zone; cantilever left and right exposed ;C-C for members ,,� ......... G E N,9 * .•• ♦�.0 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. 348'69 •; 4) Provide adequate drainage to prevent water ponding. 7t� % 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) 0 0 2=432, 9=290. T Q 11 [still • Julius Lee PE No.34869 MTek.USA, Inc. FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119l2020 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?P11 quality Criteria, DSB-89 and BCS1 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 2651818 - Grenadine Club T23037630 2651818-GH0-61MW G6 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ts.43u s reo lZ zun ml I ex Inrushes, Inc. Iw1�r o. mar -I :ao:oo L-L r rage I ID:rcJP0140c?YPehxeU io6xzNgS440WOTJ_NP1eAwf?lp?oOedji0BkLNLDiJz5MfgzfG2f -2-0-0 5-0-0 7-&0 11-0-0 , T4-7-15 17-0-0 17-e-q 2-0.0 5-0.0 2-8-0 3-4-0 3-7-15 2-41 0-&0 Scale = 1:41.3 4x6 = 3x4 3x6 17-38 5-0-0 7-8-0 11-0-0 d1-8-0, 14-7-15 16-0.8 17-0-0 r 5-0-0 2-8-0 3-0-0 045-0 2-11-15 11-9 0-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) -0.12 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.28 15-16 >730 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.28 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(ILL) 0.17 15-16 >999 240 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No:2 *Except* BOT CHORD 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP M 31 OTHERS 2x4 SP No.3 JOINTS REACTIONS. (size) 2=0-8-0, 10=0-3-0 Max Horz 2=331(LC 12) Max Uplift 2=-438(LC 12), 10=-298(LC 12) Max Grav 2=948(LC 1), 10=809(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1173/631, 3-4=-1215/680, 4-5=1345/839, 5-6=-410/278, 6-7=-800/876 BOT CHORD 2-19=-808/1026, 5-16=-453/812, 15-16=-905/1298 WEBS 3-19=-82/380, 4-19=-721/498, 16-19=929/1413, 14-15=301/507, 6-14=-216/395, 5-15=-1228/879, 7-10=-696/580, 7-14=-463/726 Structural wood sheathing directly applied or 4-11-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-6-10 oc bracing: 2-19 5-9-8 oc bracing: 15-16. 10-0-0 oc bracing: 16-18, 10-11 1 Brace at Jt(s): 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 5-0-0, Exterior(2E) 5-0-0 to 7-8-0, Interior(1) 7-8-0 to 14-7-15, Exterior(2E) 14-7-15 to 17-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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=438,10=298. ��LIUS .� GENS 0 No 34869 i •� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 2651818 -Grenadine Club T23037631 2651818-GHO-61MW G7 Roof Special 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:37 2021 Page 1 ID:rcJP0140c?YPehxeU io6xzNgS4-MC40hf??AKm1YpaUNiJdBgGtra4k6oErYdgvB7zfG2e -0. -2-0-0 30 6-11-0 11-0-0—14-7-15 t7-0-0 17-8-q 3-0.0 2-8-0 5-4-0 3-7-15 A 2x4 d 3x6 i --- ---- --- .. 4x6 = 3x6 I I Scale = 1:42.9 NAILED 17-3-8 3-0-0 5-8-0 11-0-0 d1-&q 147-15 16-0-8 , 17-0-0 , 17-8i1 3-0-0 2A-0 5-0-0 0-8-0 2-11-15 14-9 0-11-8 0-3-8 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [3:0-6-0,0-2-81, [8:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.13 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.29 15-16 >689 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.27 10 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix-SH Wind(LL) 0.18 15-16 >999 240 Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-17: 2x6 SP No.2, 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* JOINTS 6-15: 2x4 SP M 31 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-0 Max Horz 2=333(LC 12) Max Uplift 2=-548(LC 12), 10=313(LC 12) Max Grav 2=1128(LC 37). 10=828(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15191774, 3-4=-1892/991, 4-5=13811781, 5-6=-424/287, 6-7=-838/580 BOT CHORD 2-20=-963/1395, 19-20=-970/1418, 5-16=-321/701, 15-16=-862/1291 WEBS 3-20=-87/335, 3-19=-525/803, 4-19=821/557, 16-19=-1240/1981, 14-15=325/566, 6-14=-239/447, 7-10=-721/593, 7-14=-465/759; 5-15=-1209/829, 4-16=-808/437 Structural wood sheathing directly applied or 4-3-9 oc pudins. Rigid ceiling directly applied or 5-11-4 oc bracing. Except: 10-0-0 oc bracing: 16-18, 10-11 1 Brace at Jt(s): 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 3-0-0, Exterior(2E) 3-0-0 to 5-8-0, Interior(1) 5-8-0 to 14-7-15, Exterior(2E) 14-7-15 to 17-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live Toad 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 bearingl plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=548, 10=313. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25")'toe-nails per NDS guidlines. 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=-70, 3-4=-70, 4-6=70, 6-8=70, 2-18=-20, 17-18=-20, 12-16=-20, 9-11=-20 Continued on page 2 i No 348'69 4ma O F . 4j ♦ s ,� ♦'�ii11411,11111 N Afit", Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037631 2651818-GHO-61MW G7 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:37 2021 Page 2 ID: rcJP0140c?YPehxeU_io6xzNgS4-MC40hf??AKm 1 YpaU NiJdBgGtra4k6oErYdgvB7zfG2e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 26=-1 18(F) 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 p p� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1�iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, MO 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037632 2651818-GHO-61MW H1 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:38 2021 Page 1 ID: rcJ P 0140c?YPehxeU_i o6xzN qS4-gPem u?OdxeuuAz9hwQ rsk2pAB_YwrQt?m HaTkZzfG2d 2.6-8 2-6-8 NAILED Scale = 1:10.9 3x4 = 2x4 11 NAILED ST1.5x8 STP = 1,60 3-M 1:0 1.6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.13 Vert(LL) TCDL 15.0 Lumber DOL 1,25 BC 0.15 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=72(LC 8) Max Uplift 1=-81(LC 8), 3=-116(LC 8) Max Grant 1=292(LC 1), 3=250(LC 28) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. in (loc) I/deft Ud -0.00 1-3 >999 360 -0.00 1-3 >999 240 0.00 n/a n/a 0.00 1-3 >999 240 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=116. 6) Use Simpson Strong -Tie LUS24 (4-1Dd Girder, 2-1Od Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 1-3=-20 Concentrated Loads (lb) Vert: 2=65(B) 3=-15(B) 4=-261(F) it + o N34869 r + r r O (� + r + r + �+ Juliustee PE No:34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verily 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 MiTek0 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 �i�'�k° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 2611818 -Grenadine Club T23037633 2651818-GH0-61MW H2 Monopitch;Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 Mil ek Industries, Inc. Mon Mar 1 14:36:39 ZUZ1 rage 1 ID:rcJP0140c?YPehxeU_ioGxzNgS4-IbC86L1 Giy01n7ktU7M5GFLMBOsMaf38?xJOG?zfG2c 1-3 8 2-11-8 1-3-8 1-M Scale: V=1' 6.00 12 US = 1 3 8i 2-11-8 1-3-8 1-8-0 Plate Offsets (X,Y)— [2:0-1-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 6=0-4-0 Max Horz 6=40(LC 12) Max Uplift 4=-159(LC 12), 6=210(LC 12) Max Grav 4=323(LC 33), 6=465(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/147 BOT CHORD 5-6=-234/305, 4-5=-235/286 WEBS 2-4=-283/231 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 1-3-8, Interior(1) 1-3-8 to 2-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,/111111111 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss ,��� �F� use of component. �� ,��j,........SUS 3) Provide adequate drainage to prevent water ponding. ��, ••• /•�• S�'•••• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •••�� �10� 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. 1 348691. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. I .� 8) Provide connection others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) ,; �� mechanical (by plate 4=159, 6=210. = •� 9) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 1-0-4 from the left end to connect • truss(es) to front face of bottom chord. i O �� i�,� Q `�,�� O R 1 �i ... % 10) Fill all nail holes where hanger is in contact with lumber. ���I �O N AL ` 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t%o 4111j11111list%` LOAD CASE(S) Standard Julius Lee PE No.34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cart 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-2= 70; 2-3=-70, 4-6=-20 Date: March 2,2021 Continued on page 2 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 property incorporate this design into the overall A� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DS8-89 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 2651818 -Grenadine Club T23037633 2651818-GHO-61MW H2 Monopitch Girder 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 82244, C.43u s t-eo iz zuzl ml I eK inausmes, Inc. Ivion iviar l l4:do:z'd LOCI rage z ID:rcJP0140c?YPehxeU_io6xzNgS4-IbC66L1 GiyOln7ktU7M5GFLMBOsMar38?xJOG?zfG2c LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-470(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 verily the applicability of design parameters and property incorporate this design Into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V C iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/i 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 2651818 -Grenadine Club T23037634 2651818-GH0-61MW HJ31 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 ZU21 MI I eK Industries, Inc. Mon Mar 1 14:3z:3v 2U21 Fage 1 ID:rcJP0140c?YPehxeU io6xzNgS4-IbC86L1Giy01n7ktU7M5GFLHuOuVamX8?xJDG?zfG2c -2-9-15 3-6-6 2-9-15 3-6-6 Scale = 1:16.4 3-6-6 Plate Offsets (X Y)-- [3:0-2-4 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 3-5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 3-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-P Wind(LL) 0.00 3 •`•. 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 3=0-10-15, 7=Mechanical. (lb) - Max Horz 3=121(LC 8) Max Uplift All uplift 100 lb or less at joints) 4 except 3=-614(LC 17), 7=-626(LC 24) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 3=806(LC 24), 7=689(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-756/688 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15tt; B=77ff; L=40tt; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. '�� I� 5) Refer to girder(s) for truss to truss connections. ,so �\j,-JU S L'j�����j' 6) Refer to girder(s) for truss to truss connections, ��� •• C•E N • • �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 4 except (jt=lb) ,�� ; •�,� SF'•, .0 3=614, 7=626.i. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 249 lb up at No 34869 1-6-1, and 280 lb down and 249 lb up at 1-6-1 on top chord, and at 1-6-1, and at 1-6-1 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). ' LOADCASE(S) Standard i OF (V�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �i ••• �` Q. `� ��� O •• �� • Uniform Loads (PIo R \9 s••O•••••• • Vert: 1-4=-70, 3-5=20 ConcentratedVert: Loads8=213(lb107, B=1o7) )��S;,' N A; 0% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall , /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members,only. Additional temporary and permanent bracing i V@ iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037635 2651818-GHO-61MW HJ41 Diagonal Hip Girder 2 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:35:40 2021 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-mnmWJhl uTF8cPHJ32gtKpTuS8oDIJIPHEb3aoRzfG2b -2-9-15 4-2-3 2-9-15 4-2-3 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.01 3-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 3-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix-P Wind(LL) 0.00 3 "•' 240 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 Scale = 1:17.5 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 3=0-10-15, 7=Mechanical. (lb) - Max Horz 3=133(LC 8) Max Uplift All uplift 100 lb or less at joints) 4 except 3=793(LC 17), 7=-719(LC 24) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 3=983(LC 24), 7=796(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-796/719 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=793,7=719. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 249 lb up at 1-6-1, and 280 lb down and 249 lb up at 1-6-1 on top chord, and at 1-6-1, and at 1-6-1 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: 14=70, 3-5=20 Concentrated Loads (lb) Vert: 8=213(F=107,E=107) ,%1,1US1 `1114 i���i 34869 0 ii0��, 40 ONALE?���� �/11111111� Jullus.Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa IL 33610 Date: March 2,2021 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 property incorporate this design into the overall mybuilding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V I (TQk. 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 ANS1VTPI1 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 r Truss Truss Type Qly Ply 2651818 -Grenadine Club T23037636 2651818-GHO-61MW HJ42 Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MI I eK Industries, Inc. Mon Mar 1 14:3b:43 2u21 Vage 'I ID:rcJP0140c?YPehxeU_io6xzNgS4-AMRfxj4mmAWAGk1 ejzQ1 Q5WrY?3NWZpkwZHEPmzfG2Y -2-9-15 -- 4-1-7 2-9-15 4-1-7 Scale = 1:17.4 4-1-7 3-8-9 Plate Offsets (X,Y)-- [3:0-2-0 0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.01 3-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.03 3-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix-P Wind(LL) 0.00 3 "" 240 Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS . 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 3=0-5-11, 7=Mechanical. (lb) - Max Horz 3=132(LC 24) Max Uplift All uplift 100 lb or less at joints) 4 except 3=-676(LC 17), 7=-740(LC 24) Max Grav All reactions 250 lb or less at joints) 4, 5 except 3=924(LC 24), 7=763(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-838/812 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 3=676,7=740. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down and 236 lb up at 1-6-1, and 280 lb down and 249 lb up at 1-6-1 on top chord, and at 1-6-1, and at 1-6-1 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: 14=70, 3-5=-20 Concentrated Loads (lb) Vert: 8=208(F=101,E=107) `,��111111//II UL)s LFII�I� �� • C �I % 34,869 00 J * = �'� � •LYE Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 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 Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and 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 a Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037637 2651818-GH0-61MW HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 0.4JU S FeD l2 LUCI IVII I eK inuu5tne5, inu. muir Ivldl I IY:JO:YJ GVG I r4uu r ID:rcJP0140c?YPehxeU_io6xzNgS4-AMRfxj4mmAWAGk1 ejzQ1 Q5Wv5?BYWckkwZHEPmzfG2Y -2-9-15 3-8-10 6-11-6 7 Q-2 2-9-1 5; 3-8-10 3-2-12 0 12 Scale = 1:22.2 - -2 0 0-2- 3-8-10 3-8-10 7-0-2 3-3-8 Plate Offsets (X Y)— [3:0-2-12 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) -0.03 3-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 i BC 0.44 Vert(CT) -0.03 3-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2020RPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 3=0-10-15, 10=Mechanical. (lb) - Max Horz 3=188(LC 8) Max Uplift All uplift 100 lb or Jess at joint(s) 7, 5 except 3=320(LC 17), 10=-464(LC 24) Max Grav All reactions 250 lb or less at joint(s) 7, 5 except 3=818(LC 23), 10=459(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-781/117 BOT CHORD 3-9=-167/507, 8-9=167/507 WEBS 4-8=-561/184, 2-11=-504/510 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) 7, 5 except Qt=lb) 3=320, 10=464. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 249 lb up at 1-6-1, 280 lb down and 249 lb up at 1-6-1, and 142 lb down and 49 lb up at 4-4-0, and 142 lb down and 49 lb up at 4-4-0 on top chord, and at 1-6-1, at 1-6-1, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 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: 1-5=-70, 5-6=-30, 3-7=20 Concentrated Loads (lb) Vert: 12=213(F=107,E=107) ,,����`��L1US� .FF'i �\ C E N S* ��♦ 348'6.9 i • SSoONA 1111/ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 ��AA 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 9 V!T�ik° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p�iY fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11lPl1 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 2651818 -Grenadine Club T23037638 2651818-GH0-61MW HJ72 Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:44 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-eY?19240XUel uucgHgyGzJ34uP WIF30t9D1 nxDzfG2X -2-9-15 3-8-10 6-11-10 _ 7-A-2 2-9-15 3-8-10 3-3-0 0- -8 Scale = 1:22.2 -0- 11 3-&10 6-9-14 7 0- 0- -11 3-8-10 3-1-4 0-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.03 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.02 3-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 3=0-8-0, 10=Mechanical. (lb) - Max Horz 3=187(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 3=296(1_C 17), 10=451(LC 24) Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 3=778(LC 24), 10=453(LC 17) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-752/172 BOT CHORD 3-8=-179/474, 7-8=-179/474 WEBS 2-9=-498/495, 4-7=-517/196 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 3=296, 10=451. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 228 lb up at 1-6-1, 280 lb down and 249 lb up at 1-6-1, and 139 lb down and 113 lb up at 4-4-0, and 142 lb down and 49 lb up at 4-4-0 on top chord, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=-70, 3-6=20 Continued on page 2 ,%I%j111111111* ,,%����JLIUS LF�����i .� DENS i No 34.8"69 f • Julius Lee PE No.34869 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 A� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A V9iT�i k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job . Truss Truss Type City Ply 2651818 -Grenadine Club T23037638 2651818-GH0-61MW HJ72 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MITek Industries, Inc. Mon Mar 1 14:35:44 ZUZ1 Page 2 ID:rcJ P0140c?YPehxeU_io6xzNgS4eY?19240XUel uucgHgyGzJ34uP WiF30t9D1 nxDzfG2X LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=205(F=107,E=98) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Iv11TEK 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 A� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing VIiT�k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037639 2651818-GHO-61MW HJ91 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:35:45 2021 Page 1 ID:rcJP014Oc?YPehxeU—io6xzNgS4-71ZPM050lomuW2B1r0TVWMLzprX UJ1NsmKTfzfG2W -2-9-15 5-1-9 9-9-14 9-1p-1 2-9-15 5-1-9 4-84 0- -3 Scale = 1:26.7 -Or1,-8 5-1-9 9-10-1 0-1-8 5-1-9 4.8-7 Plate Offsets (X,Y)— [3:0-0-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.09 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.03 7-8 >999 240 Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 3=0-10-15, 10=Mechanical. (lb) - Max Horz 3=241(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 5=102(LC 8), 3=-533(LC 13), 6=110(LC 8), 10=-788(LC 24) Max Grav All reactions 250 lb or less at joint(s) 5 except 3=1332(LC 24), 6=385(LC 28), 10=728(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1056/246 BOT CHORD 3-8=-340/847, 7-8=-340/847 WEBS 4-8=0/284, 4-7=-923/371, 2-10=-728/788 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 5, 533 lb uplift at joint 3, 110 lb uplift at joint 6 and 788 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 249 lb up at 1-6-1, 280 lb down and 249 lb up at 1-6-1, 142 lb down and 49 lb up at 4-4-0, 142 lb down and 49 lb up at 4-4-0, and 168 lb down and 117 lb up at 7-1-15, and 168 lb down and 117 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb r down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 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 Uniform Loads (plf) Vert: 1-5=70, 3-6=20 Continued on page 2 i 0 348'69 .0 Julius tee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 ® 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 i'��k° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 n Truss Truss Type Qty Ply 2651818 - Grenadine Club T23037639 2651818-GH0-61MW HJ91 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MITek Industries, Inc. Mon Mar 1 14:36:4b 1U11 Page 2 ID:rcJP0140c7YPehxeU_io6xzNgS4-71ZPM050lomuW2B1 rOTV W WbLzpr) _UJ1 NsmKTfzfG2W LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=213(F=107, B=107) 13=-33(F=16, B=-16) 16=36(F=-18, B=-18) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with WAG 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 W pot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p V l iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qly Ply 2651818 -Grenadine Club T23037640 2651818-GHO-61MW J1 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 M7ek Industries, Inc. Mon Mar 1 14:36:46 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-bx7oak6f25ul7CmDO5_k2k8P7Dlyj1 sAcWWuO5zfG2V -2-0-0 1-0-0 2-0-0 1-0-0 Scale = 1:10.3 y 1-0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=112(LC 12) Max Uplift 3=-150(LC 1), 2=399(1_C 12) Max Grav 3=206(LC 12), 2=378(LC 17), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 3 and 399 lb uplift at joint 2. ,0011111111111'r ,,���� S\ 1OUS CFFi..i DENS• �. 34869 yt % Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 property incorporate this design into the overall p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p VIIT�i k� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldod, MD 20601 Tampa, FL 36610 Job + Truss Truss Type City Ply 2651818 -Grenadine Club T23037641 2651818-GH0-61MW AA Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:46 2021 Page 1 ID: rcJP 0140c?YPehxeU_io6xzNgS4-bx7oak6f25ul7CmDO5_k2k8P7Dlyjl sAcW WuO5zfG2V -2-0-0 1-0-0 2-0-0 I-M LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Wind(ILL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-150(LC 1), 2=-399(LC 12) Max Grav 3=206(LC 12), 2=378(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.3 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 3 and 399 lb uplift at joint 2. St ���, ,•'GENg � ���'� No 34869 O S. 40 R� O •. �`,�` 0 N A' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 Inv 11, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 2651818 - Grenadine Club T23037642 2651818-GH0-61MW JIB Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:47 2021 Page 1 I D: rcJ P0140c7YPehxeU_io6xzNgS4-37hAn47 HpPOcIM LPypVzbxhblceASU6JrAFRYXzfG2U -2-0-0 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-129(LC 1), 2=-375(LC 12) Max Grav 3=183(LC 12), 2=358(LC 17), 4=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.3 PLATES GRIP MT20 244/190 Weight: 11 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying'applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 375 lb uplift at joint 2. US� • DENS �. 34869 ^ "0 r � � :�o • ���� yy l �� N A� ����0 • • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p�I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf 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 Truss Type I Qty I Ply 12651818 - Grenadine Club T23037643 2651818-GH0-61MW J1C Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:48 2021 Page 1 I D: rcJ P 0140c?YPehxeU_i o6xzN gS4-XKFY_Q8vaj 6TN VwcWNOC79Dmu0_PBxMT4q??4_zfG2T -2-0-0 1-0-0 2-0-0 1-0-0 Scale = 1:10.3 m a 16 10 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) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 r REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-137(LC 1), 2=-384(LC 12) Max Grav 3=191(LC 12), 2=366(LC 17), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing,plate capable of withstanding 137 lb uplift at joint 3 and 384 lb uplift at joint 2. N 34869 0 R 1 �: • G��,�. O N A` ``�� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 •}' ek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi 6 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 2651818 -Grenadine Club T23037644 2651818-GHO-61MW J2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:51 2021 Page 1 I D: rcJ P 0140 c?Y Pehxe U_i o6xzN qS4-xvwhdSAnleW2EzeABeavinrN9D?y015vmoDfhJzfG2Q 2-11-8 2-11-8 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 1-3 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Wind(LL) 0.00 1 "'• 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=80(LC 12) Max Uplift 1=-24(LC 12), 2=81(LC 12) Max Grav 1=125(LC 17). 2=111(LC 17), 3=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1"=1' PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-8 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 81 lb uplift at joint 2. "44�JLIUS� 34869 7� r r � I Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' �k° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the rn�,�f tl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Satefy Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • Truss Truss Type Qly Ply 2651818 -Grenadine Club T23037645 2651818-GHO-0IMW J3 Jack -Open 5 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:51 2021 Page 1 ID: rcJPOI40c?YPehxeU_io6xzNgS4-xvwhdSAnteW2EzeABeavinrEKD?4015vmoDfhJzfG2Q -2-0-0 3-0-0 �2-0-0 3-0-0 Scale = 1:15.3 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-2-0 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)' 0.00 3 n/a n/a BCDL 10.0 Code .FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical ' Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-297(LC 12) Max Grav 3=32(LC 8), 2=370(LC 1), 4=52(LC 3): FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit the chord d any other L� tru s to truss connections. onnectionsmembers. girder(s) forottom 5) Refer oetween joint ,,,,O`,US '0 6 Provide mechanical connection b others of truss to bearinglate Capable of withstanding27 lb uplift at 3 and 297 lb uplift at 2. �' joint 34869 s ' `. 40. • p R IV 1ONA Jullus Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, March 2,2021 Design valid for use only with MTekO connectors. This design is based only A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. g y g y 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 yg� 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 ANSIVTP11 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 2651818 - Grenadine Club T23037646 2651618-GHO-61MW J3A Jack -Open 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:35:bb ZUZ1 Page 1 I D:rcJP0140c?YPehxeU—io6xzNgS4-qgABTpDlxsl TiayyQUerwdO3HrMOK65VhQBsg4zfG2M 3-0-0 Scale: 1"=1' 3x8 11 ST7.5x8 STP = 0-8-0 3-0-0 , 0-5-0 2-4-0 Plate Offsets (X Y)- [1:0-1-4 Edge] [1:0-0-8 1-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Wtnd(LL) 0.00 1 "" 240 Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=81(LC 12) Max Uplift 2=-80(LC 12), 1=20(LC 12) Max Grav 2=107(LC 17), 3=52(LC 3), 1=119(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof.live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��� (� ' 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -,% I,ljI�� will fit between the bottom chord and any other members. ,��� SO-�US LF� ...... 5) Refer to girder(s) for truss to truss connections. % •• G E •, i�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 2 and 20 Ito uplift at �� ; •�� �`••.� joint 1. • N 34869 l p N A' E `%% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall" building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TF11 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 0 Truss Truss Type Qty Ply 2651818 -Grenadine Club T23037647 2651818-GHO-61MW J5 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 1 14:36:57 2021 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-m2lytVFYTUHByu6KYvgJ?25G1e?bo?ao8kgzvyzfG2K -2-0-0 5-0-0 2-0-0 5-0-0 2x 5-0-0 m d ro N N N Scale = 1:20.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.03 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Wind(LL) 0.00 2 **" 240 Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP Nc.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-81(LC 12), 2=274(LC 12) Max Grav 3=142(LC 17). 2=427(LC 17). 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS fior 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 ,1� ��I, 1j,11 will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. �% 4111111111111j, 11�US LF girder(s) , �''� ♦♦�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 274 lb uplift at joint 2. ���, •' E iv S'�.•. i� �,� . ,�� 34869 r � i �. ♦♦♦�i ON Julius Lee PE No:34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 2,2021 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 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 m��° building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing �1't'��° 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/TPH 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 Clty Ply 2651818 -Grenadine Club T23037648 2651818-GHO-61MW J7 Jack -Open 5 1 Job Reference (optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MTek Industries, Inc. Mon Mar 1 14:36:59 2021 Page 1 I D: rcJ P 0140c?YPehxeU_io6xzNgS 4-iR Pit B Gp?5XvB C GjfIC n4TAYUS boGv44b294zrzfG21 -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:24.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.08 2-4 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.19 2-4 >420 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nia rile BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 2-4 >626 240 Weight: 30 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=272(LC 12) Max Uplift 3=-146(LC 12), 2=277(LC 12) Max Grav 3=226(LC 17), 2=506(LC 17), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD . Structural wood sheathing directly applied. BOT CHORD' Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- I 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psi 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 146 lb uplift at joint 3 and 277 lb uplift at joint 2. e GEMS �� ♦ o 34869 � • r r 41��rturti���� Julius Lee PE No.34869 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 2,2021 ®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 property incorporate this design into the overall p �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSS-a9 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) i 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 orX-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For Ole- c1-2 c2-3 wide truss spacing, individual lateral braces themselves WEBS 4 4 p m ��� of ° �� may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never _ O U a� _ stack materials on inadequately braced trusses. D- c U 4. Provide this truss design to the building copies of pdesigner, erection supervisor, property owner and For 4 x 2 orientation, locate cs-s I- all other interested parties. plates 0- 'r+8' from outside BOTTOM CHORDDSS 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 THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. 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. 8. 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 PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. 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 symbol shown and/or by text in the bracing section of the Trusses -are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or puriins provided at 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. (lumber 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 ffdproject engineer before use. Industry Standards: W1 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. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ITek" ANSI/rPI 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: Mll-7473 rev. 5/19/2020 or other loads other than those expressly stated.