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HomeMy WebLinkAboutTrussM,U LH ERN KU LP R, S4D!NTIAL STRUCTURAL ENGINEERING , - 3Q0l _fpbl side Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com October1200';. Chad Bally CENTURY 4253 Long Leaf Dr Melbourne A 32940 y• Florida Division `... 1650 Model — Elevation B — Up to 160 MPH ExP. BFS ROOFTRUSS SHOP DRAWING REVIEW- M+K Project#: 195-19004 (30) Reference Roof Truss Shop Drawings prepared by Builders FirstSource, Inc., dated- July 24, 2019. - E Me. Bally: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING,INC. James G Friling, P.E. Principal/Director of Operations OCT 2 6 2020 %®0s0 Gs a BFR�� d,.. ' No 77824 —0' ,ems 03 ; T V •'e' B Signature +Seal 10126120 P.•I Client Filesl I95 - Wade Jumey Homesl2019119004 - Lakewood Park Community17100 Coquina Ave - 1650 B RHISubmittalslz020-10-26 - struct submittall2020-10-26- 1650 Model - Elev. B - FL RT Shop Drawing Letterdocr ............. ROW ON THE -TRUSS REPRESENTS ITS LEFT END FROM iJACXS_TRU9St_9 PtRMITEK CONNECTION DETNL 38-04-010 J_ `3` 9 9 --GRI CA CJ3 CJ5 HI H2 L Al Al o Al co CD9 0 � Al C U-) co CD �6 Al Lr) Al Al Al Al Al Al GE1 CA II0- ; � ; ViI elm•--� - - - -- IME - -- - �-�i WiMMIN N LU Uj 1.11 Uj LU 19-08-00 EMMIMM 1' 11 ®� CJ CJ CJ BuWwS FirstSource B01ders FirstSource !602 INDUSTRIAL PARK DR PLANT, CITY FL . Phone: (B13) 759-5922 Fax:.(813) 752-1532 '--'.ht,tp:_11www.bIdr.com General Notes:,, I Per ANSI/TPI 1-2007 all " Truss to Wall" sy connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise tD.N.O.) - T russes'are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. Imrrvediately-,contact Builders FirstSource if trusses are damaged. Connection Notes, All hangers are to be Simpson or equivalent U.N.O. Use Manufacturer's specifications for all hanger connections U.N.O. Use� 10d x 1 1/2" Nails in hanger connections to single lily roof girder trusses. -Floor Truss Notes: Shift truss as required to avoid plumbing traps. Installation Co6tractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. 11) 160 MPH EXPOSURE C 9 00 9 TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater C than 5,000 lbs & uplifts greater than 1,000 lbs are noted on the truss placement page Wade Jurney Homes 1650 Grp 2 Elevation B Lot Swing Right I Designed By: CG Layout: 1615_13�_.GL.LAY Date: 06/06/19 Revision History: Revl: Rev2: Rev3: Comments: NOT TO SCALE S HET , .E f W1 0 MiTek' Site Information: Customer Info: Wade Jurnev Homes Lot/Block: Address: 7100 Coquina Ave City: St Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 1650 B Model: 1650 Subdivision: Lakewood Park State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 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 1 T17268585 Al 6/6/19 2 T17268586 CJ1 6/6/19 3 T17268587 CJ3 6/6/19 4 T17268588 CJ5 6/6/19 5 T17268589 EJ2 6/6/19 6 T17268590 EJ4 6/6/19 7 T17268591 EJ6 6/6/19 8 T17268592 EJ7 6/6/19 9 T17268593 GE1 6/6/19 10 T17268594 GR1 6/6/19 11 T17268595 GR2 6/6/19 12 T17268596 GR3 6/6/19 13 T17268597 H1 6/6/19 14 T17268598 H2 6/6/19 15 T17268599 H3 6/6/19 16 T17268600 H4 6/6/19 17 T17268601 H5 6/6/19 18 T17268602 H6 6/6/19 19 T17268603 H7 6/6/19 20 T17268604 H8 6/6/19 21 T17268605 H9 6/6/19 22 T17268606 1-1J1 6/6/19 No. Seal# Truss Name Date 23 T17268607 HJ2 6/6119 24 T17268608 HJ3 6/6/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. 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. %0 aU IN 182 53•STATE OF '•44/ N A' ,��� Joaquin Velez PE No.68182 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 bale: June 6,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type Qly Ply T17268585 1650 A Al Common 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:24 2019 Page 1 ID:InOSxD I?zEJa_tKrck6s3Nz9Jrs-S bporkmtzaEJSYkulab65X2gvSFW3vrkDmKgX6z9?qD -6-11-3 13-0-9 19-2-0 25-3-7 31-4-13 38-4-0 3 4 H6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 0-0 Scale = 1:68A m 6 d 5x6 = 4.00 12 ST1.5x8 STP = — — 14 "' ST1.5x8 STP = 3x8 = 1-14 3x4 = 4x6 = 3x8 = 46 = 3x4 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=122(LC 12) Max Uplift 2=-680(LC 8). 10=-680(LC 9) 3xB = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.60 12-14 >753 180 Horz(CT) 0.17 10 n/a n/a Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-3200/1941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267, 14-16=-1519/2700, 12-14=-1535/2700, 10-12=-1915/3267 WEBS 6-14=-604/1076, 7-14=-790/589, 7-12=-189/553, 9-12=-360/360, 5-14=-790/589, 5-16=-189/553,3-16=-360/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=680,10=680. `olit'I1111l//�I ,%% CiU I N V j � 4-.. •DENS. F��% No 68182 ^0: :Ir► ST OF : /4/Z i�.'ss 0 NM. A 11 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1-7473 rev. 1010312015 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 passible 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, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268586 1650 A CJ1 Comer Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3NzgJrs-woNA24nVklMA3iJ41H6Lelb0_spZoYdtRQ4E4Yz9?qC -1-0-0 1-0-0 ' 1-0-0 1-0-0 0 N d ST1.5x8 STP = Scale = 1:6.1 Plate Offsets (X,Y)— [2:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/clef! Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 3=-3/Mechanical, 2=120/0-3-0, 4=10/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-135(LC 8). 4=-13(LC 8) Max Grav 3=16(LC 8), 2=120(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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) 3, 4 except (jt=lb) 2=135. `,�11 ,"%%. PQV IN �/1<'.*I�. I �O �� G E N 3F ..0 NO 68182 S � :. S OF :��� �4 i�F R ss1�NALE G % 1111n111 Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7177 rev. 10/a3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not 'a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268587 1650 A CJ3 CORNERJACK 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-woNA24nVktMA3iJ41H6Lelb? LSnWOYdtRQ4E4YZ9?qC 1-0-0 3-M 1-0-0 3-0-0 ST1.5x8 STP = LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=177/0-3-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-59(LC 12), 2=-176(LC 8), 4=-39(LC 8) Max Grav 3=64(LC 1), 2=177(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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 1001b uplift at joint(s) 3, 4 except (jt=lb) 2=176. ,`1111f11111�II G•ENS' No 68182 3 S OF :• flu' le .1 11111111111"t Joaquin Velez PE No.68182 MiTek USA, lnc..FL Cart 6634 69D4 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268588 1650 A CJ5 Comer Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 3x4 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-0 xYGQo7VBUOhstGs?daBy841G49X?tlg4pnc_z9?qB Scale = 1:13.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rile n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 3=103, 2=165. ,`%opP`QU IN r VF�� No 68182 1k; •1t :XZ :. S OF 0 N M E ��O� n� Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verify design paramelon and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268589 1650 A EJ2 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-O_xYGQo7VBUOhstGs?daBy86tG5yX?tl g4pnc_z9?qB 2-6-8 4.00 12 Scale = 1:15.6 2x, N N 3x4 I I I'JAe J'r LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 3.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC 0.21 Vert(CT) 0.01 34 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=86/0.8-0, 2=60/Mechanical, 3=26/Mechanical Max Horz 4=73(LC 9) Max Uplift 4=-20(LC 8), 2=-59(LC 12), 3=-13(LC 9) Max Grav 4=86(LC 1), 2=60(LC 1), 3=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-" oc purlins, except end verticals. Rigid ceiling directly applied or_10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 2, 3. `II11111111,� Quin V F�c�,�:, No 68182 10 Joaquin Velez PE No.68182 MITek USA,. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11111-7473 rsv. 10/0312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N.Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply ' T17268590 1650_A EJ4 Jack -Open 6 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:27 2019 Page 1 ID:InOSxDI?zEJa tKrck6s3Nz9Jrs-sAUwTmpmGVctJOSTQi8plAgl8gQhGS7AvkZK8Rz9?qA -1-M 4-0-0 I 4-0-0 Scale = 1:11.1 N A LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=94/Mechanical, 2=211/0-3-0, 4=38/Mechanical Max Harz 2=88(LC 8) Max Uplift 3=-84(LC 12), 2=-204(LC 8), 4=-53(LC 8) Max Grav 3=94(LC 1). 2=211(LC 1), 4=76(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 4-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 3-114 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; 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) 3, 4 except (jt=1b) 2=204. ,`II1111111/���I No 68182 2Z OF �� N A� E�oo�� ���rrrn n Ill�o Joaquin Velez PE No.68182 MITek USk lnc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03,2015 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 1' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job TypetyPlyT17268591 1650 A [Fr.,-SS �JruacsksOpen 7 1 1 Jab Reference (optional) nst source, riant t ny, rL - dzoob, 3.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6p01okkwAlf Of2GNDJg4j5?vNJ70lugtz9?q9 1-0-0 6-6-8 1-0-0 6-6-8 Scale: 3/4-=1' 3x4 = ST1.5x8 STP = 6-6-8 668 Plate Offsets (X,Y)— (2:0-M Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 2-4 >862 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-0 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL ' 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=158/Mechanical, 2=307/0-8-0, 4=61/Mechanical Max Horz 2=130(LC 8) Max Uplift 3=-140(LC 12), 2=-184(LC 8) Max Grav 3=158(LC 1), 2=307(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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-M tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide truss bearing mechanical connection (by others) of to plate capable of withstanding 100 Ib uplift at joint(s) except (it 1b) ,�� ril (V 3=140, 2=184. ,%` OP° No 68182 iL z S E OF �4/ 4*'S % �� N A�1P 111111101 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268592 1650_A EJ7 Jack -Open 14 1 Job Reference (optional) Builders First bource, Ian[ city, FL - 32b66, 1-0-0 3xB = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6p01 okkwAlf_Qf2GNDLs4il?vNJ70lugtz9?q9 Scale = 1:16.9 N N LOADING (psf) SPACING- 2-M CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 2.4 >617 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 24 >434 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12). 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1).4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 atjoint(s) except at --lb) 3=131. 2=190. tt1111111111111, i p u I N01 No 68182 � 3- E OF O •• <v Z '0�,. O R,Op :\_`�� i�4�4N N AL'�� % 111111111 Joag6ln Velez PE.No.68182 MiTek USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARN/NG - Verify design parametors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE. ' Design valid for use only with MRekO connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268593 1650 A GE1 Common Structural Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:29 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-pZchu RgOo6sbYKcrX7AHobmWeTyhk94TM22RDJz9?q8 -1-0{1 6-11-3 13-0-9 19-2-0 25-3-7 31-4-13 31-4-0 30-4-Q i-0-0' 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 -0-0 Scale = 1:68.4 N 6 0 5x6 = 4.00 12 IA 6 ST1.5x8 STP = "' "' 14 "' ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0,0 Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017rrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 `Except` 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0.M Max Horz 2=122(LC 12) Max Uplift 2=680(LC 8), 10=-680(LC 9) 3xB = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 244/190 Vert(CT) -0.6012-14 >753 180 Horz(CT) 0.17 10 n/a n/a Weight: 196 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2132, 3-5=-3200/1941, 5-6=-2240/1487, 6-7=-2240/1487, 7-9=-3200/1941, 9-10=-3506/2132 BOT CHORD 2-16=-1899/3267, 14-16=-1519/2700, 12-14=-1535/2700, 10-12=-1915/3267 WEBS 6-14=-604/1076,7-14=-790/589,7-12=-189/553,9-12=-360/360,5-14=-790/589, 5-16=-189/553,3-16=-360/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 23-2-0, Interior(1) 23-2-0 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 (jt=lb) 2=680,10=680. II1111I11/II PQU I N V F< �410 ��� J� GENS••F��'.� No 68182 �•' ST OF •44/ -0. 10 N M-E�%%%`• eft, 111111110 Joaquin Velez PE,No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke Fist Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev. 10/03/1015 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/TP11 puality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268594 1650_A GR1 Hip Girder 1 Job Reference (optional) ouu�o,a near ouuiuo, nme ­y, 6.z4a 5 May la zuly MI I eK maustnes, Inc. I nu Jun b 1z:l4:Jz zu19 rage 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 -1-0 7-0-0 16.0-12 23-3-4 31-4-0 38-4-0 3 -4- -0-0 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 -0-0 Scale = 1:69.6 4.00 12 6x12 MT20HS = 3 2x4 II 5x8 = 4x6 = 16 17 18 4 19 20 21 522 6 23 24 25 6x12 MT20HS = 7 ST1.5x8 STP = 15 26 27 14 28 13 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP = 5x6 = 2x4 11 4x10 MT20HS = 5x12 = 5x6 = 4x10 MT20HS = 2x4 11 5x6 = 31 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.76 12-13 >597 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.03 12-13 >439 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 3-5,5-7: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 "Except' 3-13,6-13,7-12: 2x4 SP No.2 REACTIONS. (lb/size) 2=2919/0-8-0, 8=2913/0-8-0 Max Horz 2=48(LC 27) Max Uplift 2=-1644(LC 4), 8=-1640(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8180/4457, 3-4=-12897/7086, 4-6=-12893/7083, 6-7=-12857/7065, 7-8=-8160/4445 BOT CHORD 2-15=-4168/7682, 13-15=-4159/7651, 12-13=-6957/12853, 10-12=4102/7633, 8-10=-4110/7664 WEBS 3-15=-162/721, 3-13=-2989/5542, 4-13=-1077/847, 6-12=-1079/840, 7-12=-2979/5520, 7-10=-161/721 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 437 lb FT = 20% Structural wood sheathing directly applied or 3-9-7 oc purlins. Rigid ceiling directly applied or 7-10-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 (jt=lb) 2=1644, 8=1640. n N N IA ��11111111/�� PQU I No No 68182 OF : 44/� Joaquin Velez PE No.68182 MITek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/032015 BEFORE USE. " Design valid far use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply • T17268594 1650_A GR1 Hip Girder 1 Job Reference (optional) nuimers rust source, mant L Ity, rL - aZotlb, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:32 2019 Page 2 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lpWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 260 lb up at 6-11-12, 106 lb down and 134 lb up at 9-1-1, 106 lb down and 134 lb up at 11-1-1. 106 lb down and 134 lb up at 13-1-1, 106 lb down and 134 lb up at 15-1-1, 106 Ito down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 184-7, 106 Ito down and 134 lb up at 19-2-15, 106 Ito down and 134 lb up at 21-2-15, 106 lb down and 134 lb up at 23-2-15, 106 Ito down and 134 Ito up at 25-2-15, 106 Ito down and 134 lb up at 27-2-15, and 106 lb down and 134 lb up at 29-2-15, and 221 lb down and 260 lb up at 31-44 on top chord, and 296 lb down and 203 lb up at 7-0-0, 81 lb down and 20 lb up at 9-1-1, 81 lb down and 20 lb up at 11-1-1, 81 Ito down and 20 lb up at 13-1-1, 81 lb down and 20 lb up at 15-1-1, 81 lb down and 20 lb up at 17-1-1, 81 lb down and 20 lb up at 184-7, 81 lb down and 20 lb up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 Ito down and 20 lb up at 23-2-15, 81 lb down and 20 lb up at 25-2-15, 81 lb down and 20 lb up at 27-2-15, and 81 lb down and 20 lb up at 29-2-15, and 296 Ito down and 203 lb up at 31-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 15=-296(F) 13=-57(F) 4=-106(F) 6=-1 06(F) 12=-57(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F)19=-106(F)20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-106(F)26=-57(F) 27=-57(F)28=-57(F) 29=-57(F) 30=-57(F) 31 =-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 1010312015 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 ANS11IPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268595 FJobeference 1650_A GR2 Roof Special Girder 1 1 (optional) ... r,auI. y, r,-- oc000, o.z4u s may l3 zule MI IeK inauslrles, Inc. I nu Jun b IZ:14:34 2ui9 rage 1 ID:InOSxDI?iEJa_tKrck6s3Nz9Jrs-9XQax9u9deUuf5VpKgmS VeTLaUjJPR_CWJICuXz9?q3 - 1 4-8-2 111 10-1-8 12-1-8 17-0-8 21-11-8 26-10-8 31-9-8 38-4-0 3 -4 -0 4-8-2 3-10-6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 4-11-0 6-6-8 -0-0 Scale = 1:72.9 NAILED NAILED 8x14 MT20HS � Special S6 = 4.00 1x 2 6x8 = NAILED NAILED NAILED NAILED , 2x4 11 8x14 MT20HS = 4x6 = 12 MT20HS = 4 5 AI NAILED NAILED NAILED 2x4, Z 6 22 7 23 24 258 26 27 928 29 10 30 3 un m an a1 to U 11 0 MU 4x10 MT20HS zz� N 1 2 o' 11 12 n an no fl I; � o ST1.5x8 STP = 21 20- 19 18 17 31 32 33 16 34 15 35 14 36 37 38 13 ST1.5x8 STP = 5x8 = 5x8 = 5x6 = 6xl2 MT20HS = NAILED 4x6 = NAILED 5x8 = NAILED 2x4 11 2x4 11 5x8 = NAILED 8xl4 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED 8-6-8 10-1-8,12 17-0-6 21-11-8 26-10.8 31-9-8 38-4-0 ' 8-6-8 '1-7-0' 2-0-0 4-11-0 ' 4-11-0 ' 4-11-0 4-11-0 6-61 Plate Offsets (X,Y)— [2:0-4-6,0-0-01,[4:0-3-12,0-2-121,[5:0-4-0 0-2-31(8:0-7-0,0-4-8] [10:0-6-00-1-11] [11:0-5-9 0-1-14] [14:0-3-8,0-2-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 1.14 16-17 >396 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. 6-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-21,5-20,6-17,10-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1870/0.M, 11=2394/0-8-0 Max Horz 2=58(LC 31) Max Uplift 2=-911(LC 4), l l=-1318(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4881/2408, 3-4=4640/2319, 4-5=4310/2188, 55=-5421/2803, 6-7=-9445/5043. 7.8=-9444/5042,8-9=-10152/5442,9-10=-9089/4897,10-11=-6607/3491 BOT CHORD 2-21=-2176/4571, 20-21=-2414/4957, 19-20=-3833/7612, 17-19=-3832/7603, 16-17=5333/10169,14-16=-4765/9087,13-14=-3216/6185,11-13=-3217/6207 WEBS 3-21=-235/308,4-21=-627/1282,5-21=-1275/746,5-20=-1508/2766,6-20=-3783/2020, 6-17=-1204/2080, 7-17=-369/306, 8-17=-875/664, 8-16=-239/289, 9-16=-593/1154, 9-14=-1038/728, 10-14=-1683/3153, 10-13=-30/478 ,'01111111111,1 NOTES- V 1) Unbalanced roof live loads have been considered for this design. ♦♦♦♦♦0;1 ,♦ , •• �G•E N S'•. i� �• 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., F GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip ` NO 68182 DOL=1.60 3) Provide drainage * •� adequate to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O F � ft 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 Ib uplift at joints) except at--lb)%,�� • •� O �N�`♦� 2=911, 11=1318. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe NDS • � is •......•• I, s/ \ -nails per guidlines. ♦♦ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 lb up at 31-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin VOW PE No.68182 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verify design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:34 2019 Page 2 I D:InOSx D I?zEJ a_tKrck6s3 Nz9J rs-9XQax9u9d eUuf5V p KgmS VeTLa UjJ P R_C WJ I C uXz9?q 3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54,4-5=-54,5-6=-54, 6-10=-54,10-12=-54, 2-1 1=-20 Concentrated Loads (lb) Vert: 10=-153(B) 18=-6(B) 13=-136(B) 22=-6(B) 23=-6(B) 24=-104(B) 25=-104(B) 26=-104(B) 27=-104(B) 28=-104(B) 29=-104(B) 30=-104(B) 31=-6(B) 32=-41(B) 33=-41(B) 34=-41(B) 35=-41(B) 36=-41(B) 37=-41(B) 38=-41(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 ANS11nal1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268596 1650 A GR3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:36 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn4lTUtPOVzdEJyPz9?q1 -1-0-0 4-0-0 9-4-0 14-8-0 18-8-0 4-0-0 ' 54-0 ' 5-4-0 4-0-0 5x6 = 4.00 12 0 3x6 = 2x4 10 46 = 4x6 = 3 11 12 4 13 14 5 4x6 = 15 16 9 3x6 = 1e 8 17 7 4x6 = Scale= 1:33.8 ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CS1. DEFL. in (]cc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-11-2 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 144-0 except (jt=length) 6=0-8-0. (lb) - Max Horz 2=39(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 6=-567(LC 30), 2=-574(LC 19), 10=-514(LC 19), 9=-620(LC 19), 7=-505(LC 22) Max Grav All reactions 250 lb or less at joint(s) except 6=558(LC 39), 2=515(LC 40). 10=478(LC 1). 9=655(LC 43), 7=464(LC 1), 7=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1418/1417, 3-4=-1256/1292, 4-5=-875/865, 5-0=-1393/1478 BOT CHORD 2-10=-1321/1349,9-10=-1014/1003,7-9=-1281/1314,6-7=-1371/1319 WEBS 3-10=-329/392, 3-9=-956/985,4-9=479/672,5-7=-329/442,4-7=-979/1012 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M 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 567 lb uplift at joint 6, 574 lb uplift at joint 2, 514 lb uplift at joint 10, 620 lb uplift at joint 9 and 505 lb uplift at joint 7. 7) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-8-0 for 250.0 pif. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 119 lb up at 4-M, 48 lb down and 87 lb up at 5-1-1, 48 lb down and 87 lb up at 7-1-1, 48 lb down and 87 lb up at 9-1-1, 48 lb down and 87 lb up at 9-6-15, 48 lb down and 87 lb up at 11-6-15, and 48 lb down and 87 lb up at 13-6-15, and 84 lb down and 119 lb up at 14-8-0 on top chord, and 47 lb down and 72 lb up at 4-0-0, 36 lb down and 64 lb up at 5-1-1, 36 lb down and 64 lb up at 7-1-1, 36 lb down and 64 lb up at 9-1-1, 36 lb down and 64 lb up at 9-6-15, 36 lb down and 64 lb up at 11-6-15, and 36 lb down and 64 lb up at 13-6-15, and 47 lb down and 72 lb up at 14-M 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 ,,`II1111111/I�,,, ,,�.• PpUIN VFW �.. .` �0 'GENg F���i� No 6818.2 3% S OF : 41J i I11111111 Joaquin Velez PE.No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING - Verily design parameters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is far an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parametersand properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 June 6,2019 Job Truss Truss Type Qty PlTJob T17268596 1650_A GR3 HIP GIRDER 1 eference (optional) rsuuaers NMI aburce, mane uny, I-L - 3ZObb, 6.241.1 S May 13 ZU19 MI I eK Industries, Inc. I nu Jun 6 12:14:36 2019 Page 2 ID:InOSxDI?zEJa tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn4lTUtPOVzdEJyPz9?q1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-56(B) 8=-18(B) 10=-13(B) 9=-36(B) 3=-56(B) 4=-80(B) 11=-40(B) 12=-40(B) 13=-40(B) 14=-40(B) 15=-18(B) 16=-18(B) 17=-18(B) 18=-13(B) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268597 1650 A H1 Hip 1 . 1 Job Reference (optional) tiullaers r-irst aource, viant Uty, hL - 3Z000, d.Z4u s may TS zui}i MI 1 etc maustrles, Inc. 1 nu Jun o 1Z:14:3t ZU19 rage i ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-a65iZAwl vZsTWYDO?pK97H5soigNcmgeCH_sysz9?qO -1-0-0 4-10-14 9-0-0 15-8-12 22-7-4 29-4-0 33-5-2 38-4-0 1-0-0' 4-10-14 4-1-2 6-8-12 6-10-8 6-e-12 4-1-2 4-10 Scale = 1:69.6 1-� l O 1 ST1.5x8 STP = 3x8 = 4.00 12 5x6 = 30 = 4x6 = 2x4 II 5x6 = 4 20 5 6 7 21 8 2x4 T11 2x4 319 9 18 22 23 L;;;� 10 17 16 15 3x4 = 4x6 = 3x6 = 14 13 12 5z8 = 46 = 3x4 = 11 ST1.5x8 STP = 3x8 = Plate Offsets (X,Y)— [2:0-0-6,Edge], [6:0-3-0,Edge], [10:0-M,Edge] LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.56 14-15 >811 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.89 14-15 >508 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-61(LC 13) Max Uplift 2=-732(LC 8), 10=-732(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2553, 3-4=-3322/2304, 4-5=-4245/2975, 5-7=-4244/2974, 7-8=-4245/2974, 8-9=-3322/2304,9-10=-3539/2553 BOT CHORD 2-17=-2327/3296, 15-17=-2006/3107, 14-15=-2748/4245, 12-14=-2009/3107, 10-12=-2330/3296 r WEBS 3-17=-197/340, 4-17=-77/340, 4-15=-893/1350, 5-15=-425/407, 7-14=-386/410, 8-14=-891/1349,8-12=-77/340, 9-12=-197/339 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-4-0, Exterior(2) 29.4-0 to 34-11-14, Interior(1) 34-11-14 to 39.4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 1 b.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 732 lb uplift at joint 2 and 732 lb uplift at joint 10. ,��IIIIN V IIIIIII�t, Is E i No 68182 PFF : vl 111,111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design pammefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 1010312015 BEFORE USE. ' Design valid for use only with M7ek0 connectors., This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web 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 ANS117P11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268598 1650 A H2 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, - O 5-10-14 15-1-f -0-0 5-10-14 9-2-2 4.00 12 3x4 203 i 19 ST1.5x8 STP = 3x8 = 18 2x4 11 5x6 �' 3x4 = 4 5 21 17 I 16 3x8 T 4x6 = 6.241.1 S May 13 "2U19 MI I eK Industries, Inc. I nu Jun 5 12:14:36 "LU19 Page 1 ID:InOSxDI?zEJa—lKrck6s3Nz9Jrs-2lf4n Wxfgt?K7ioaZWrOgUdl u6OLLK3oRxjQ1 Iz9?q? 23-3-0 32-5-2 38-0-0 8-2-0 9-2-2 5-10-14 -0-0 Scale = 1:69.6 4x6 = 5x6 = 3x4 = 6 22 7 8 3x4 9 23 n 24 10 11 o A Io 15 14 13 12 ST1.5x8 STP = 3x4 = 4x6 = 3x8 = 2x4 II 3x8 = 27-0-0 32-5-2 38-4-0 8-2-0 5-1-2 5-10-14 Plate Offsets (X Y)— [2:0-0-6 Edge] [6:03-0 Edge], [10:0- 6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.44 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.75 13-15 >605 180 BCLL 0.0 Rep Stress ]nor YES WB 0.50 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1466/0-M, 10=1466/0-8-0 Max Horz 2=-73(LC 13) Max Uplift 2=-724(LC 8). 10=-724(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/2502, 3-4=-3115/2190, 4-5=-2878/2113, 5-7=-3500/2451, 7-8=-2878/2113, 8-9=-3115/2189, 9-10=3597/2502 BOTCHORD 2-18=-2280/3341, 17-18=-2280/3341, 15-17F-2224/3406, 13-15=-2223/3403, 12-13=-2283/3341,10-12=-2283/3341 WEBS 3-17=475/446, 4-17=-485/785, 8-13=-482/782, 9-13=475/447, 5-17=$061597, 5-15=-3/262, 7-15=-5/263, 7-13=-801/593 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`%111111110111 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,`�� QUIN GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 1 I-O-0, Exterior(2) 11-0-0 to 16-7-14, OP` Interior(1) 16-7-14 to 274-0, Exterior(2) 27-4-0 to 32-11-R Interior(1) 32-11-14 to 394-0 zone; cantilever left and right exposed ; ,1% ,� , .••�G E N S ••. � ��� F •• end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip : DOL=1.60 i NO 68182 �•. 3) Provide adequate drainage to prevent water ponding. * �� 4) This truss has been designed fora 10.0 psf bottom chord live • load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -.0 6) Provide mechanical connection (by others) of truss to bearii g plate capable of withstanding 724 lb uplift at joint 2 and 724 lb uplift at •, S OF 4[/: joint 10. .- �0 ' 4/ S �0 N A� E� .�� Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicabiliy of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss �eb 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Slreeti Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268599 1650_A H3 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:39 2019 Page 1 I D:In OSx D I?zEJa_tKrck6s3Nz9J rs-W U DT_sy H RB7AI s N m 7EMdC iAFLVLE4n 6xfbTzZkz9?q_ -1-0 6-10-14 13-0 0 19-2-0 25-4-0 31-5-2 38-4-0 3 -0 -0-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 -0-0 4.00 12 5x6 = 2x4 II 5x6 = 4 519 20 6 Scale = 1:69.6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 11 46 = 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = 4x6 = t2 n v n I 6 6-10-14 13-0-0 19-2-0 25 4-0 31-5-2 _ 36 4-0 6-10-14 6-T2 6-2-0 6-2-0 6-1-2 6-10-14 ' Plate Offsets (X,Y)— [2:0-0-2 Edney, [8:0-0-2 Edge) LOADING (psf) SPACING- _ 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.39 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.63 13-15 >713 180 BCLL 0.0 Rep Stress [net YES WB 0.51 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 8=1466/0-8-0 Max Horz 2=85(LC 12) Max Uplift 2=-716(LC 8), 8=-716(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3575/2450, 3-4=-2921/2070, 4-5=-3049/2230, 5-0=-3049/2230, 6-7=-2921/2070, 7-8=-3575/2450 BOT CHORD 2-16=-2225/3319,15-16=-2225/3319,13-15=-1721/2704,11-13=-1724/2704, 10-11 =-2228/3319, 8-1 0=-2228/331 9 WEBS 3-16=0/259,3-15=-658/535,4-15=-166/414,4-13=-344/580,5-13=-373/388, 6-13=-344/580, 6-11=-166/414,7-11=-658/535, 7-10=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,`IIII11111/ f , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, �; �� U I N VF<I, Interior(1) 18-7-14 to 25-4-0, Exterior(2) 25-4-0 to 30-11-14, Interior(1) 30-11-14 to 39-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = No 68182 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 Z will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 716 lb uplift at s'>3 joint 8. <C/ STA OF to Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015 BEFORE USE. ' Design valid for use only with Mirek0 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 ANSUTPH quality Criteria, D,SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply T17268600 1650_A H4 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:40 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-_gnrCCzwCUF1 NOyyhxtslvjQ8viBp8L4uFC W5Az9?pz -0- 7-10-14 15-0-0 19-21 23-4-0 30-5-2 38-4-0 3 -0-0 7-10-14 7-1-2 4-2-0 4-2-0 7-1-2. 7-10-14 -0-0 Scale = 1:71.0 4.00 12 6x8 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 10 14 13 11 11 ST1.5x8 STIR = 3x8 = 2x4 II 46 = • 3x8 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `Except` 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 9=1466/0-8-0 Max Horz 2=96(LC 12) Max Uplift 2=-706(LC 8), 9=-706(LC 9) 3x4 = 4x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.74 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 BC 0.92 Vert(CT) -0.61 13-14 >740 180 WB 0.83 Horz(CT) 0.17 9 n/a n1a Matrix-SH Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2375, 3-5=-2748/1943, 5-6=-253711918, 6-8=-2749/1943, 8-9=-3529/2375 BOT CHORD 2-16=-2145/3272, 14-16=-2145/3272, 13-14=-1580/2535, 11-13=-2150/3272, 9-11=-2150/3272 WEBS 3-16=01295,3-14=-790/600,5-14=-1681514,6-13=-179/514,8-13=-788/599,8-11=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-0-0. Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-4-0, Exterior(2) 23-4-0 to 28-11-14, Interior(1) 28-11-14 to 394-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 Ib uplift at joint 9. �\ �•• , do No 68182 :irZ s,O N A1- .�` % rrrrn��� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI-7479 rev. 10/03/3019 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 andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268601 1650_A H5 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:41 2019 Page 1 ID:InOSxD[?zEJa_lKrck6s3Nz9Jrs-StLDPYzYzoNu_AX9EeO5H7FaTJ3GYieE7vy4ddz9?py -d-0.0 6-11-3 13-0-9 17-0-0 21-4-0 25.3-7 31-4-13 38-1-0 39-4-0 1-0-0' 6-11-3 6-1-7 3 11-7 4-4-0 3-11-7 6-1-7 6-11-3 -0-01 Scale = 1:71.0 ST1.5x8 STP = 3x8 = 3x4 = 4.00 12 5x6 = 16 4x6 = 30 = 5x6 = 15 " 3x4 = 4x6 = 3x4 = ST1.5x8 STP = 3x8 = 9-11-14 17-0-0 21-4-0 28.4-2 38-4-0 9-11-14 7-0-2 4-0-0 7-0-2 9-11-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [4:0-3-0,Edge], [9:0-3-0,Edge], [11:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.44 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.68 13-15 >661 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 HOrz(CT) 0.16 11 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 183 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. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except` 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-", 11=1466/0.8-0 Max Horz 2=108(LC 12) Max Uplift 2=-694(LC 8), 11=-694(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350712335, 3-5=-3191/2145, 5-6=-2463/1780, 6-7=-2291/1715, 7-8=-2463/1780, 8-10=-3191/2145,10-11=-3507/2335 BOT CHORD 2-18=-2112/3269, 16-18=-1703/2692, 15-16=-1345/2291, 13-15=-1706/2692, 11-13=-2116/3269 WEBS 8-15=-683/538, 8-13=-209/533, 10-13=-364/374, 5-16=-683/538, 5-18=-209/533, 3-18=-364/374, 6-16=-339/550, 7-15=-339/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,`�II1111111���' ,�� QV I N VF 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,� OP • , E N •• �i� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 26-11-14, ,�� .••� G S F•••, Interior(1) 26-11-14 to 39-4-0 zone; cantilever left and right exposed : end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO 68182 3) Provide adequate drainage to prevent water ponding. for live * �• •� 4) This truss has been designed a 10.0 lost bottom chord live load nonconcurrent with any other 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 fit between the bottom BCDL = 10.0psf. will chord and any other members, with 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 2 and 694 lb uplift at 11. $ OF ri • joint ,ONA1_�%%. II1111111 Joaquin Velez PE.No.68182 MITek USA„ Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268602 1650_A H6 Hip 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:42 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-w3ubcu_Ak6VIcK6LoMvKgKokMjOkH21NLZhd93z9?px 19.4-0 1-0-0 6-11-3 13.0-9 1&0-0 1 25-&7 31-4-13 315 0 9-4-0 -0-0 6-11-3 6-1-7 5-11-7 0- 5-11-7 61-7 611-3 •0-0 0-2-0 Scale = 1:71.0 5x6 = 4.00 12 19 ST1.5x8 STP = "' ''' ' 14 " " ST1.5x8 STP = 3x8 — 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 3x8 = 19-4.0 19-3-12 9-11-14 19-0-0 19�{1 2&4.2 38-4.0 9-11-141 9.0-2 0- 9.0-2 9-11-14 0-1-12 I� d LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 12-14 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-122(LC 13) Max Uplift 2=-680(LC 8), 10=-680(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2186, 3-5=-3200/2008, 5-6=-2240/1536, 6-7=-2240/1536, 7-9=-3200/2008, 9-10=-3506/2186 BOT CHORD 2-16=-1971/3267, 14-16=-1600/2700, 12-14=-1603/2700, 10-12=-1974/3267 WEBS 7-14=-790/630, 7-12=-1891553, 9-12=-360/359, 5-14=-790/630, 5-16=-189/553. 3-16=-3601359,6-14=-627/1076 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M to 19-2-0, Exterior(2) 19-2-0 to 24-9-14, Interior(1) 24-9-14 to 39-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 2 and 680 lb uplift at joint 10. 11111111118, :.ONQ . IN ,...•,,. No 68182 •1ZZ S OF : 14/� .00 • 'c P'Z�>` Joaquin Velez PE No.68182 MITek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 �s 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 tmsses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268603 1650 A H7 Hip 1 1 Jab Reference (optional) Dunuers nrs[ ouurce, riant L ny, rL - J[000, d.z4U s May 13 ZU19 MI I eK Inaustrles, Inc. I nu Jun 6 IZA 4:43 ZU19 Page 1 ID:InOSxDi?zEJa_tKrck6s3Nz9Jrs-OFSzgE?oVPdcEThXM3RZNYLyS7kNOY1XaDRBhVz9?pw -1-0-Q 4-8-2 8-6-8 15-6-15 22-9-1 29-9-8 33-7-14 38.4-0 1-0-0' 4-8-2 3-10-6 7-0-7 7-2-3 7-0-7 3 10 6 4-8-2 0-0 Scale= 1:69.6 4.00 12 5x6 = 3x4 = 46 = 2x4 II 5x6 = 4 19 5 6 7 20 8 ST1.5x8 STP = 17 76 15 14 13 12 ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x6 = 5x8 = 4x6 = 3x4 = 3x8 = Plate Offsets (X,Y)— [2:0-0-6,Edge], [6:0-3-0,Edge], [10:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.56 14-15 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.90 14-15 >502 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. 4-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-15, 8-14 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-733(LC 8), 10=-733(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2543, 3-4=-3361/2325, 4-5=-4464/3112, 5-7=-4466/3110, 7-8=-4466/3110, 8-9=-0361/2328, 9-10=-3539/2548 BOT CHORD 2-17=-2318/3294, 15-17=-2034/3149, 14-15=-2894/4464, 12-14=-2038/3149, 10-12=-2325/3294 WEBS 3-17=-156/300,4-17=-64/324,4-15=-1002/1520,5-15=-438/423,7-14=404/427, 8-14=-1002/1522,8-12=-65/324,9-12=-156/303 NOTES- 0111►1111111111 1) Unbalanced roof live loads have been considered for this design. ,,� QV I N VF 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,�% OP` • �� , E N •• GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-0-0, Interior(1) 3-0-0 to 8-6-8. Exterior(2) 8-6-8 to 14-2-6, Interior(1) .••�G i� ,� S F•••. 14-2-6 to 29-9-8, Exterior(2) 29-9-8 to 35-5-6, Interior(1) 35-5-6 to 394-0 zone; cantilever left and right exposed ; end vertical left � � � and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO 68182 3) Provide adequate drainage to prevent water ponding. : * •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide fit between bottom "0 I.F will the chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 733 lb uplift at joint 2 and 733 lb uplift at '13 STA : 44/ joint 10. % . Joaquin Velez PE No.68182 MITek USA, Inc., FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 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 Mew 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, O,SS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268604 1650_A H8 Hip 1 1 Job Reference (optional) t3uilders First source, Plant Gity, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:44 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-tSO L1 aOQGjlTrdFkwnyovlt7fWAjl4TgptAkEyz9?pv -1-0-0 6-6-8 12-1-8 14-4-0 ' 1-0.0 ' 6-6-8 5-7-0 2-2-8 Scale = 1:26.3 5x6 = 5x6 = 3x8 = ST1.5x8 STP = 6x8 = 6-6-8 12-1-8 14-4-0 ' 6-6-8 5-7-0 2-2-8 Plate Offsets (X,Y)- [2:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.10 ' 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 6-7 >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 6 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. REACTIONS. (lb/size) 2=588/0-8-0, 6=509/0-8-0 Max Horz 2=88(LC 9) Max Uplift 2=-328(LC 8), 6=-227(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/796, 34=-884/841 -BOT CHORD 2-7=-831/883, 6-7=449/410 WEBS 4-7=422/527, 4-6=-547/630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-6-8, Exterior(2) 6-6-8 to 14-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,,>,IS� `% QUI,N VF �J# � 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • � &P • , N,9 ••. 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 •••�G•E i� ,� F •• will fit between the bottom chord and any other members. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2 and 227 lb uplift at No 68182 joint 6. * �. FOF ' 4! S!OR �iF••1A1- Joaquin Velez PE No.68182 MITek USA, lnc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev: 1010312015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fah6cation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268605 1650_A H9 Hip 1 1 Job Reference (optional) t3uiiaers First bource, mant Glty, FL - 3Zbbb, 5-0-0 4.00 12 6x8 = 3 S.z4u s May 13 2u19 MI I eK Industries,. Inc. I nu Jun b 1Z:14:44 ZU19 F'age 1 ID:InOSxDi?zEJa_tKrck6s3Nz9Jrs-lSOL1 aOQGjlTrdFkwnyovltAvW6013bgptAkEyz9?pv 4-4-0 4-4-0 10 46 = 4 Scale = 1:26.3 ST1.5x8 STP = 2x4 11 5 3x4 = ST1.5x8 STP = 46 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 34: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 REACTIONS. (lb/size) 2=585/0-8-0, 5=506/0-8-0 Max Horz 2=102(LC 11) Max Uplift 2=-329(LC 8), 5=-238(LC 8) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.44 Vert(LL) -0.19 5-6 >852 240 MT20 244/190 BC 0.77 Vert(CT) -0.40 5-0 >416 180 WB 0.37 Horz(CT) 0.02 5 n/a n/a Matrix-SH Weight: 71 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 1 Raw at midpt 3-5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1142/785, 4-5=-271/317 BOT CHORD 2-6=-837/1034, 5-6=-841/1022 WEBS 3.6=0/343, 3-5=-807/647 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-0-0 to 4-11-12, Exterior(2) 4-11-12 to 10-7-10, Interior(1) 10-7-10 to 14-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 238 lb uplift at joint 5. ,`��111117/��I,, ��•0 p,QU IN VFW �•. I 10 No 68182 S O F 44/ 00 0 N AL 6�%%%% 1�111111100 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 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 ANS111FI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268606 1650_A HJ1 Diagonal Hip Girder 2 1 Job Reference (optional)' Builders First source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:45 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-LeakFwO211 tKTngwTUT1 SzQJ5wUzUYvg2XwHmOz9?pu -1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 Scale= 1:21.2 3x4 = [xv 11 5 ST1.5x8 STP = 53-15 7-3-15 9-10-1 5-3-15 ' 2-0-0 2-6-1 Plate Offsets (X,Y)— [2:04-11,0-0-1) LOADING (psf) SPACING- 2-" CSI. DEFL. in floc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 6-7 >446 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress [nor NO WB 0.24 Horz(CT) -0.01 5 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=146/Mechanical, 2=43210-8-0, 5=267/Mechanical Max Horz 2=137(LC 22) Max Uplift 4=-121(LC 4), 2=-380(LC 4), 5=-154(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/602 BOT CHORD 2-7=-661/787, 6-7=-661/787 WEBS 3-7=-333/485, 3-6=-9421791 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical 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 ,,`�1�� will fit between the bottom chord and any other members. for `� USN V I� 4) Refer to girder(s) truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 380 Ito uplift at %% 0;1� ...... ,� , .••� G E S ••. i� •• joint 2 and 154 Ito uplift at joint 5. F 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at = No 68182 �� 4-2-15, 35 lb down and 54 Ito up at 4-2-15, and 59 Ito down and 105 Ito up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top down lb down = * :• * = chord, and 18 lb and 34 Ito up at 14-15, 18 and 34 lb up at 14-15, 20 lb down and 47 lb up at 4-2-15. 20 lb down and 47 lb up at 4-2-15. and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such device(s) is the connection responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). O ;• S F ; LOAD CASE(S) Standard ��(/ Al R ; 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �j\'s • `� `,� /� S/ • • • •�\ Uniform Loads (plf) �% Vert: 14=-54, 2-5=-20 Concentrated Loads (lb) • Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) Joaquin Velez PE No.66162 n Velez PEUSk N .68182 MiTek Inc. 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply ' T17268607 1650 A HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:46 2019 Page 1 I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-pg86SF1 goK?85xP61 C_G_AzW EKspD21 zGBfrlgz9?pt -1-5-0 5-0-1 9-24 1-7 5-0-1 4-2-3 Scale = 1:20.1 3x4 = ST1.5x8 STP LOADING (psf) SPACING- 2-M CSI, DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.42 2-0 >253 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.52 6 >201 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 4 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=229/Mechanical, 2=404/0-8-0, 5=164/Mechanical Max Horz 2=130(LC 4) Max Uplift 4=-172(LC 8), 2=-310(LC 4), 5=-55(LC 8) Max Grav 4=229(LC 1), 2=404(LC 1), 5=181(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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-M 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 172 lb uplift at joint 4, 310 lb uplift at joint 2 and 55 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15. 35 Ito down and 54 lb up at 4-2-15, and 59 lb down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 20 lb down at 4-2-15, 20 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=-75(F=-38, B=-38) 9=58(F=29, B=29) 11=-36(F=-18, B=-18) ,�1111111//1/j1 I N No 68182 it ST OF /O N AL 6�%% "/111111111j11` Joaquin Velez PE No.68182 MITek USA,. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. June 6,2019 ®WARNING- Verify design parametersand READ NOTES ON THIS ANDINCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and,to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268608 1650_A HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) uuncers r-irsi source, mant t¢y, t-L - JZ000, 3x4 = 2.83 12 8.24U S May 13 2U19 Mi I ek Industries, Inc. Thu Jun 6 12:14:47 2019 Page 1 ID:InOS%Dl?zEJa_tKrck6s3Nz9Jrs-H1 i Ugb2JZe72i5_JbvV VXOVgvkF9yV46VrPOgGz9?ps 5-7-2 5-7-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 24 >853 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a, BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=133/Mechanical, 2=255/0-3-14, 4=43/Mechanical Max Horz 2=88(LC 4) Max Uplift 3=-114(LC 8), 2=-246(LC 4), 4=-59(LC 4) Max Grav 3=133(LC 1). 2=255(LC 1), 4=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.6 PLATES GRIP MT20 244/190 Weight: 19 Ib FT = 20% Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left 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 114lb uplift at joint 3, 246 lb uplift at joint 2 and 59 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, and 35 Ito down and 54 lb up at 4-2-15 on top chord, and 64 lb down and 32 lb up at 1-4-15, 64 lb down and 32 lb up at 1-4-15, and 20 lb down at 4-2-15, and 20 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2.4=-20 Concentrated Loads (lb) Vert: 6=55(F=28, B=28)7=-2(F=-1, B=-1) ,`,1{IIIIIIl1o�I ,%%�OPQ .U�.. i No 68182 S OF �� ���1111111.11{{� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Oesign 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. O'111fi r - -I- For 4 x 2 orientation, locate plates 0- 'Il ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. EffiMin size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. c1.2 c2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, individual lateral braces themselves WEBS may require bracing, or alternative Tor I 0_ m 0 bracing should be considered. O '� ysr� 3 tY = 6 O 3. Never exceed the design loading shown and never d�° U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building c6-7 cs-s 1-- designer, erection supervisor, property owner and BOTTOM CHORDS all other interested parties. 8 7 6 5 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 1n MiTek. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria.