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HomeMy WebLinkAboutTrussMUL ERN KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 P p 215-646-8001 - mulhemkulp.com September 24, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1650 Model — Elevation B — Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 (21) Reference Roof Truss Shop Drawings prepared by Builders FirstSource, Inc, dated, July 24, 2019. Mr. 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. SEP 2 4 2020 No a-r o b p C o °° o James G Friling, P.E. Principal/Director of Operations o Signat e�- Seal �09/Z41��� o" P.•I Client Filesl195 - Wade Jumey Home512019119004 - Lakewood Park Community16805 Citrus Park bled- 1650 B RHISub/ ,-';ta f 0 xr-st�c��e� 5ubmittaII2020-09-24- 1650 Model- Elev. B - FL RT Shop Drawing Letterdocr e�a4�4 J� '' ,J%%N 8easea9e� ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL a fi ' " 38-04-00 moulv"s FirstSource tiV, M n U U U W W W W W W W LU LU W w LU W w U U (, Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL CA o o CA p CJ5 CA CJ3 CJ5 Phone: (813) 759-5922 Fax:(813) 752-1532 http:/Avww.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" 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 (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. GR1 H1 2-0 -00 - Immediately contact Builders FirstSource if H2 trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent H3 U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. H4 Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: H5 Shift truss as required to avoid plumbing traps. -Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and H6 options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Al ENCLOSED BUILDING Al 0 (COND. 1)(CAT. II) 0 0 Al 0 Al 0 o 160 MPH EXPOSURE C TCLL: 20 PSF 0 CD "' Al LO TCDL: 7 PSF BCLL: 10 PSF Al "Non -Concurrent" Al BCDL: 10 PSF DURATION: 1.25 Al Al Only reactions greater than 5,000 Ibs & uplifts Al greater than 1,000 Ibs are noted on the truss Al placement page 2-0 -00 Wade Jurney Homes Al GE1 1650 2-0 LGrp -08 W 2 z-o -00 2-0 GRz 0 o CJ5 0 CJ3 0 (p CJ1 Elevation B e Lot Swing Right o H8 O v H9 GR3 z-o -oo W C Designed By: CG Layout: 1615_B_GL_LAY Date: 06/06/19 -00 CA 2-0 Ex ED Revision History: Revl: ReV2: Rev3: -00 CA TO D ✓2 (D (D CO (D (D (D LO co W W W W W W U U U M It '7 a V V R U U W W W W W W Cl) U U Comments: 18-08-00 19-08-00 NOT TO SCALE SHEET SofI 14-04-00 3-08-00 20-04-00 ® Lumber.design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info:. Wade Jurnev Homes Project Name: 1650 B Model: 1650 Tampa, FL 33610-4115 Lot/Block: Subdivision: Lakewood Park - Address: 6805 Citrus Park Blvd City: St Lucie State: FL Name Address'and License # of Structural Engineer of Record, If there is one, for the building. Name: License M 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 CA 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 ER 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 HA 6/6/19 No. Seal# - Truss Name Date 23 ' T17268607 HJ2 6/6/19 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/rPI 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 ANS1frPI 1, Chapter 2. ♦ 0 ���.oPQuirv.l ��� ''•\ G E N 182 � r � r it =-0: 3 : STATE OF : 44/ Z 11 . Joaquin Velez PE No.68182 Mrrek UK Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: OV, June 6,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type Oty 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:InOSxDl?zEJa_tKrck6s3Nz9Jrs-SbporkmtzaEJSYkulab65X2gvS FW3vrkDmKgX6z9?qD -1-0 6-11-3 13-0-9 . 19-2-0 25-3-7 31-4-13 38-4-11 -0-0 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 Scale = 1:68.4 6 5x6 = 4.00 12 n 6 ST1.5x8 STP = 1O �� 14 " " ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 46 = 3x4 = 9-11-14 19-2-0 28-4-2 38-4-0 9-11-14 9-2-2 9-2-2 9-11-14 Plate Offsets (X,Y)— [2:0-0-2,Edge), [10:0-0-2,Edge] 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) 3x8 = DEFL. in (loc) i/defl Ud PLATES GRIP Vert(LL) 0.32 14 >999 240 MT20 2441190 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. 11; Exp C; Encl., GCpj=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 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-",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 at=ib) 2=680,10=680. QU I•N ,•V F<<C` ��i No 68182 Ar �� * 0.0:. ST OF :�44/� Joaquin Velez PE No.68182 MITek USA Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED 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 City Ply T17268586 1650 A CJ1 Comer Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:25 2019 Scale = 1:6.1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 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. 11; 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-M 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 Ut=lb) 2=135. No 68182 IZ S f F 4U 00 w : A� n1 01 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON 7711S AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rov. f0f0312015 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 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 ANSUTPI1 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 • 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_lKrck6s3Nz9Jrs-woNA24nVktMA3iJ41H6Lelb? Lsn WoYdtRQ4E4Yz9?qC 1-0-0 3-0-0 1-0-0 3-0-0 ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 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 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 24 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc puffins. 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 an the bottom chord in all areas where a rectangle 3-" 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 at --lb) 2=176. % % QUI N •� VFW .� LENS No 68182 +?� S OFFt :• ONA' EC1 0% 111101111111 Joaquin Velei 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 Ml1-7473 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 into prevent buckling of individual truss web and/or chord members only. Addkional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268588 1650 A CJ5 Comer Jack 6 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_tKrck6s3Nz9Jrs-O_xYGQo7VBUOhstGs?daBy841G49X?tl g4pnc_z9?qB 1-0-0 5-0-0 1-0-0 5-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. Scale = 1:13.3 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 24 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-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 4-114 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 2-0-0 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=1b) 3=103, 2=165. No 68182 :I� 0: S C ,0:, ,.c� R + o P CAN=�,• n� Joaquin Velez PE No.68182 MTTek USA, lnc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 10/012015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ 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, 2x- 3x4 11 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-R 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:26 2019 Page 1 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-0_xYGQo7VBUOhstGs?daBy86tG5yX?tl g4pnc_z9?qB 2-6.8 4.00 12 Scale = 1:15.6 DEFL, in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 3-4 >999 240 MT20 2441190 Vert(CT) 0.01 34 >999 180 Horz(CT) -0.03 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/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=759(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 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 2-M oc purlins, except end verticals. 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;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 Ito uplift at joint(s) 4, 2, 3. ,,,l111111'1#1,,,1 %% PQUIN Vpr� ON • • L E N S ,, tc� No 68182 OF 00 % N Ak 1i: o % n 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M71-7473 rev- 1010312015 BEFORE USE. 1 ' 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. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268590 1650_A EJ4 Jack -Open 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:27 2019 Page 1 I D:InOSx D I?zEJa_tKrck6s3Nz9J rs-sAUwTm p mGVctJ OSTQi8 pjAg 18gQh GS7AvkZK8 Rz9?qA 1-0-0 4-0-0 1-0-0 4-0-0 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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 Horz 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. Scale = 1:11.1 4-M 4-M DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.04 24 >999 240 MT20 244/190 Vert(CT) 0.04 24 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 14 lb FT = 20% 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. 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 3-11-4 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.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 100 lb uplift at joint(s) 3, 4 except at --lb) 2=204. %%` PpUI N ,,%4"" � i Is G ENS � lo. No 6,8182 ' S OF 4t/40 �'�s`S�� N AL �����• 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 M11-7473 rev. 10100312015 BEFORE USE. ' Design valid for use only with Mi rekO 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, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268591 1650_A EJ6 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:282019 Page 1 ID:InOSxD1?zEJa_lKrck6s3Nz9Jrs-LN2lg6p01 okkwAl f_Qf2GNDJg4j5?vNJ70lugtz9?q9 1-0-0 6-6-8 1-0-0 6-6-8 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 2-4 >862 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 24 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/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. Scale: 3/4'=1' PLATES GRIP MT20 2441190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 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) -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 3-6-0 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 Qt=1b) 3=140.2=184. 111, t%% Old I N , .� 'S . • GEMS • �'� F•• 0 No 68182 .. S E OF •.�iv' �O nr Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. TampaR 33610 Date: June 6,2019 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEH REFERENCE PAGE MI/-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 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 lnlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268592 1650_A EJ7 Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32566, 3x8 = ST1.5x8 STP = t5.24u s May 1.1 2uiv MI I eK mausines, Inc. I nu Jun u Iz: I4:zo Lu-Ia rage -I ID:In0 SxDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6pO1okkwAlf Qf2GNDLs4il?vNJ70lugtz9?q9 7-0.0 7-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 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 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/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. Scale = 1:16.9 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 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) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-114 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 Ito uplift at joint(s) except (jt=lb) 3=131, 2=190. %011 IIli111111' ,�� PCjU IN VFW % �� •GENg �C1�I- No 68182 E OF 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 M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with.MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty 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 612:14:29 2019 Page 1 I D:InOSXDI?zEJa_lKrck6s3Nz9Jrs-pZchuRgOo6sbYKcrX7AHobmWeTyhk94TM22RDJz9?q8 -1-0-Q 6-11-3 13-0-9 19-2-0 25-3-7 31-4-13 W-4-0 3y-4-q 0-0 6-11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-11-3 1-0-0' Scale = 1:68.4 5x6 = 4.00 12 ST1.5x8 STP = 10 10 14 1J 11 ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = 9-11-14 19-2-0 28-4-2 38.4-0 9-11-14 9-2-2 9-2-2 9-11-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [10:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb 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: 196 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.1 'Except* BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-M, 10=1466/0-8-0 Max Horz 2=122(LC 12) 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=-3506/2132, 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. ,,►►►11111/1 if,. 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, NO V IN N V . ��F Interior(1) 23-2-0 to 39-4-0 zone; cantilever left left for farces & �%% OPQ , C EN •• i� S and right exposed ; end vertical and right exposed;C-C members and ,�� .••� F•••• �� 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 No 68182 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-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ^ '0 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide i •, S T O F IC/ will fit between the bottom chord and any other members. i • 0 �i�'� �4 Q;•• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) •• ��,�� Q 2=680. 10=680. ��� , R 0 AX_ E����• N Joaquin Velez PE 182 MiTek USA, Inc. FL Cart 6634 6904 PAe East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 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) tsunaers rlrst aource, ream ally, rL - az000, 0'—u s `dy I cu ry rvu . en niuusuies, u— i nu dun o i iv cu ra ray. . ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D81pWTsu51 EAPnLQDGk_QD03xh_PxXCv2OG5pez9?q5 -1-0 7-0-0 15-0-12 23-3-4 31-4-0 38.4-0 '� 7-0-0 8-0-12 8-2-8 8-0-12 7-0-0 -0-0 Scale = 1:69.6 6x12 MT20HS = 6x12 MT20HS = 4.00 12 2x4 II 5x8 = 4x6 = 3 16 17 18 4 19 20 21 522 6 23 24 25 7 r N IA 6 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 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CS]. TC 0.69 BC 0.85 WB 0.78 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) 0.76 12-13 >597 240 Vert(CT) -1.03 12-13 >439 180 Horz(CT) 0.15 8 n/a n/a PLATES MT20 MT20HS Weight: 437 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 cc purlins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-10-5 cc bracing. 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.M, 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 NOTES- "x3") ``I111111 f f 18., 4'.. 1) 2-ply truss to be connected together with 1 Od (0.131 nails as follows: ``�� QU I jV VF Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chards connected as follows: 2x6 2 rows 0-9-0 `� ON • �� , E•/V 8 •• �i� - staggered at cc. ,�� ••'� G F•••. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to = (�J O 6818.2 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced live loads have been for * �• roof considered 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 '0 DOL=1.60 5) Provide adequate drainage to prevent water ponding. 3 S A OF 441 1-0••. 6) All plates are MT20 plates unless otherwise indicated. A% i '�,(� , Q;%• R•,�• 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 where a rectangle 3-6-0 tall by 2-0-0 .• •• �'f\,`� �I ss� • • areas wide fit between bottom �� �% �I1',0 N A, will the chord and any other members. 111111 11��`, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 2=1644, 8=1640. Joaquin Velez PE No.68182 MITek USA, Inc. FL C.ert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. ta/93/2015 BEFORE USE. ' Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt 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 , T17268594 1650_A GR1 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. I nu Jun b 12:14:32 2019 Page 2 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lpV Tsu51EAPnLQDGk_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 lb down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 18-4-7, 106 lb down and 134 Ib up at 19-2-15, 106 lb down and 134 lb up at 21-2-15, 106 lb down and 134 lb up at 23-2-15, 106 lb down and 134 lb up at 25-2-15, 106 lb 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 31-4-4 on top chord, and 296 Ib down and 203 lb up at 7-0-0. 81 lb down and 20 Ib up at 9-1-1, 81111 down and 20 lb up at 11-1-1, 81 lb 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 18-4-7, 81 lb down and 20 lb up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 lb down and 20 lb up at 23-2-15, 81 lb down and 20 lb up at 25-2-15, 81 Ib down and 20 lb up at 27-2-15, and 81 lb down and 20 lb up at 29-2-15, and 296 lb 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=-106(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) ®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 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 Qty Ply T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) tiuuaers mist source, Hlanl L:Ity, rL - 3Zb66, 4-8-2 13-10.6 1-7-0 ' 2-0-0 ', 4-11-0 4.00 12 2x4 3 c 1 2 ST1.5x8 STP 5x8 = 6.24U S May 13 ZU19 MI I eK Inaustrles, Inc. I nu Jun 6 12:14:34 ZU19 Hage 1 4-11-0 4-11-0 4-11-0 6-6-8 NAILED NAILED 8x14 MT20HS Special 5x6 = 6x8 NAILED NAILED NAILED NAILED 6x1MT20HS = 2x4 11 Bx14 MT20HS = 4x6 = NAILED NAILED 4 5 � NAILED NAILED 6 22 7 23 24 258 26 27 928 29 10 30 p N 2 U to m M U FR .. - 21 20 19 17 16 14 13 18 31 32 33 34 15 35 36 37 38 5x8 = 5x6 = 6x12 MT20HS = NAILED 46 = NAILED 5x8 = NAILED 2x4 II 2x4 11 5x8 = NAILED 804 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED Scale = 1:72.9 4x10 MT20HS zz� w N \11 may 12 n ST1.5x8 STP = 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 FBC2017ITP12014 Matrix-SH Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 14-12 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-M Max Horz 2=58(LC 31) Max Uplift 2=-911(LC 4), 11=-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=-217614571, 20-21=-2414/4957, 19-20=-383317612, 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=-2391289,9-16=593/1154, 9-14=-1038/728, 10-14=-1683/3153, 10-13=-30/478 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) 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=911, 11=1318. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"0.25") toe -nails per NOS 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). LOAD CASE(S) Standard `,,`1►111111►11'r,,, N PC[U 1 N VET No 68182 O- OF : 11I: �tO N AI Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. TampaFL 33610 Date: June 6,2019 ® WARNING - Verify design pammoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-9XQax9u9deUuf5VpKgmSVeTLa UjJPR_C WJICuXz9?q3 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(6) 37=-41(B) 38=-41(B) ® WARNING - Verily design parametersand 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 property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 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-6vXKMrwP8GkcuPeBS5pwa3Yn41TUtPOVzdEJyPz9?q1 1-0-0 4-0-0 94-0 14-8-0 18-8-0 1-0-0 4-0-0 5-4-0 5-4-0 4-0-0 Scale = 1:33.8 5x6 = 4.00 12 1-4 0 3x6 = 2x4 II 10 15 4x6 = 4x6 = 3 11 12 " 13 14 5 46 = 16 9 3x6 16 8 17 7 4x6 = ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 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 wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 14-0-0 except Qt=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, 5.6=-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 3-6-0 tall by 2-M 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-M to 18-8-0 for 250.0 plf. 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 14-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard No 68182 �-� •. :Xz :� • S OF : 4t/� ��` r° �O N Al ,OR IV �, 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 - Verily design paramotors and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev. 10/03I2015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not + a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?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 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. -I nu Jun 812:14:36 P019 Vage 2 I0:InOSXDI?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8Gkcu Pe BS5pwa3Yn41TUtPOVzdEJyPz9?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(3) 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) ,& WARNING - Verily design parametarsand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M11-7473 rev. 10/0311015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply �Qty T17266597 1650_A H1 Hip 1 1 Job Reference (optional) uulluer5 rust ouurce, rlant 1dty, rL - MDOD, d.z4U s May 13 zuiv MI I eK Inausines, Inc. I nu Jun o 1z:14:J/ zuiv Page 1 ID:InOSxDi?zEJa_tKrck6s3Nz9Jrs-a65iZAwl vZsTWYDO?pK97H5soigNcmgeCH_sysz9?qO 1�-0-0 4-10-14 9-0-0 15-8-12 22-7-4 29-0-0 33-5-2 38-4-0 1 0-0' 4-10-14 ' 4.1-2 6-8-12 6-10-8 6-8-12 4-1-2 4-10-14 -0-0 4.00 12 5x6 = 3x4 = 46 = 2x4 11 5x6 = 4 20 5 6 7 21 8 2x4 zz 2x4 319 9 18 22 23 1 1 ST1.5x8 STP = 3x8 = Scale = 1:69.6 17 16 15 14 13 12 ST1.5x8 STP = 3x4 = 46 = 3x6 = 5x8 = 46 = 3x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.94 BC 0.99 WB 0.95 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.56 14-15 >811 240 -0.89 14-15 >508 180 0.20 10 n/a n/a PLATES GRIP MT20 244/190 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 oc 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=-0539/2553, 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 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 t2 A M t2 IA 6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 't11111111ill". ,�� U I N 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 Exterior(2) %% ON . • •• (envelope) and C-C -1-0-0 to 3-0-0, Interior(1) 3-M to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 29-4-0, Exterior(2) ,� , .••� GE N S i� F•••,� to 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 NO 68182 3) Provide adequate drainage to prevent water pending. * �• 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 732 lb uplift at joint 2 and 732 Ib uplift at F QJ joint 10. !(� �A,��� 11 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268598 1650_A H2 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 12:14:38 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-2lf4n Wxfgt?K7ioaZWrOgUd1 u6OLLK3oRxjQ1 Iz9?q? -1-0 5-10-14 15-1-0 23-3.0 32-5-2 31 -4- -0-0 5-10-14 9-2-2 9-2-2 5-10-14 - 3 0-0 5x6 = 4.00 12 3x4 = 5 21 4x6 = 3x4 5x6 = = 6 22 7 8 Scale = 1:69.6 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 2x4 II 3x8 = 4x6 = 3x4 = 4x6 = 3xB = 2x4 II 3xB = 5-10-10-14 1"D 0 19-2-0 27-0-0 32-5 2 38.4-0 5-14 5-1-2 8-2-0 8-2-0 5-10-14 Plate Offsets (X,Y)— [2:0-0-0,Edge], [6:0-3-0,Edge], [10:0-M.Edge] LOADING (psf) SPACING- 2-M CS]. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.44 15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.75 13-15 >605 180 BCLL 0.0 Rep Stress Incr 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 - TOP CHORD 2x4 SP No.2 *Except` 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1466/0-8-0, 10=1466/0-8-0 Max Horz 2=-73(LC 13) Max Uplift 2=-724(LC 8). 10=-724(LC 9) BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. FORCES. (Ib) -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 BOT CHORD 2-18=-2280/3341, 17-18=-2280/3341, 15-17=-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=-806/597, 5-15=-3/262, 7-15=-5/263, 7-13=-801/593 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 11-0-0, Exterior(2) 11-0-0 to 16-7-14. Interior(1) 16-7-14 to 27-4-0, Exterior(2) 27-4-0 to 32-11-14, Interior(1) 32-11-14 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. 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 724 lb uplift at joint 2 and 724 lb uplift at joint 10. ,`��oPpIUiN �vF�.,. No 68182 `XZ 13 ' S OF : 4U 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 MI1-7473 rev. 10I0312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis 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?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East 81vd. 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 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:I nOSx DI?zEJa_tKrck6s3Nz9Jrs-W U DT_syHRB7AIsNm 7EMdCiAFLV LE4n 6xfbTzZkz9?q_ -1-0 6-10-14 13-0-0 19-2-0 25.4-0 31-5-2 38-4-0 3 -4 -0-0 66 10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 -0-0 Scale = 1:69.6 4.00 12 5x6 = 2x4 II 5x6 = 4 519 20 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 46 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 4x6 = 38-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-00 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.75 BC 0.96 WB 0.51 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) 0.39 13 >999 240 Vert(CT) -0.63 13-15 >713 180 Horz(CT) 0.19 8 n/a n/a PLATES GRIP MT20 244/190 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, 5-6=-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 =-1 66/414, 7-11=-658/535, 7-10=01259 NOTES- 1) Unbalanced roof live loads have been considered for this design Win 2) GC li-OS8; MWFRSulenve C-C Exterior(2) asd=0 04 o 30-0, I ferior(l) 3 r V (envelope) and 0-0 0 13 00, E terlon(2t 113-0-0 to 18 7I14, Interior(1) 18-7-14 to 25-4-0, Exterior(2) 25-4-0 to 30-11-14, Interior(1) 30-11-14 39-4-0 �00 OU I, N ��� �� to zone; cantilever left and right exposed ; left for forces & MWFRS for �� OP • , E N S •• 'i end vertical and right exposed;C-C members and reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� .••� G ce V F••• : 0. 3) Provide adequate drainage to prevent water ponding. No 68182 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • * �• •• 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 716 lb uplift at "0 joint 8. i :• S TA OF �U 0-0 Al 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 paramorers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll-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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Blvd. Tampa, ParkFL 36610 e East East B Job Truss Truss Type Qty Ply T17268600 1650_A H4 Hip 1 1 Job Reference (optional) tiuuaers mrst Source, vianl L;ity, I-L - Sz550, 6.24U s may 1J zuiv MI I etc mausirles, Inc. I nu Jun u lz: i4:4u zu iv rage I ID:InOSxDl?zEJa_tKrck6s3Nz9Jrs-_gnrCCzwCU Fl NOyyhxtslvjQ8vi Bp8L4uFC W5Az9?pz d 0-Q 7-10-14 15.0-0 19 2-0 234-0 30-5-2 3S- 0 3r4 Q -0-0 7-10-14 7-1-2 4-2-0 4-2-0 7-1-2 7-10-14 4 Scale = 1:71.0 4.00 12 6x8 = 5x6 = 5 18 19 6 ST1.5xB STP = 16 10 14 13 IL 11 ST1.5xB STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.92 WB 0.83 Matrix-SH DEFL. in (loc) I/dell Ud Vert(LL) 0.31 13-14 >999 240 Vert(CT) -0.61 13-14 >740 180 Horz(CT) 0.17 9 We file PLATES GRIP MT20 2441190 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. 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-13 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) 1 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=-2537/1918,6-8=-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=0/295, 3-14=-790/600, 5-14=-168/514, 6-13=-179/514, 8-13=-788/599, 8-1 1=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design V) IA 6 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 C-C Exterior(2) 11111 1 �11��1 (envelope) and -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-M to 20-7-14, ,`�� QU AN V �4' Interior(1) 20-7-14 to 23-4-0, Exterior(2) 23-4-0 to 28-11-14, Interior(1) 28-11-14 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 ,�% QP` • S .••� G � E IV •-. � o� DOL=1.60 ,� V F ••,• 3) Provide adequate drainage to prevent water ponding. : N O 68182 •�. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This has for load truss been designed a live 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 Ito uplift at "0 joint 9. : -33 ' S OF 4U Al p R % N A� % 1 Joaquin Velez PE No.68182 MiTek USA, lnc..FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING- Vorify 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 ANS11rP11 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Oily Ply T17266601 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:InOSXDI?zEJa_tKrck6s3Nz9Jrs-StLDPYzYzoNu_AX9EeO5H7FaTJ3GYieE7vy4ddz9?py - -0- 6-11-3 13.0-9 17-0-0 21-4-0 25-3-7 31-4-13 38-4-0 3 4 -0-0 6-11-3 6-1-7 3-11-7 4-4-0 3-11-7 6-1-7 6-11-3 -0-0 Scale= 1:71.0 4.00 12 5x6 = 5x6 = ST1.5x8 STP = 1. .1 16 15 — ST1.5x8 STP = 3x8 = 3x4 = 46 = 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = 9-11-14 17-0-2 14-4-0 17-0-2 19-11-14 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/dell Lid 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 n/a BCDL 10.0 Code FBC2017/TP12014 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=1466/0-8-0, 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=-3507/2335, 3-5=-3191/2145, 5-6=-2463/1780, 6-7=-2291'/1715, 7-8=-2463/1780, 8-1 0=-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. 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., 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, 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 Ito uplift at joint 2 and 694 lb uplift at joint 11. No 68182 S f F Z Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 41111-7473 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 forstability 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 ANS11TP11 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply T17266602 1650 A H6 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 12:14:42 2019 Page 1 ID:InOSxDl?zEJa_lKrck6s3Nz9Jrs-w3ubcu_Ak6VIcK6LoMvKgKokMjOkH21NLZhd93z9?px 19-4-0 1-0-0 6-11-3 13-0-9 19-0-0 19��0 21-2 31.4.13 38-4o 39-4-0 -0-0 6-11-3 6.1-7 611.7 0- 5.11.7 6-1-7 6-11-3 -0-0 0-2-0 Scale = 1:71.0 6 0 5x6 = 4.OD 12 19 ST1.5x8 STP = "' "' 14 " " ST1.5x8 STP = IA 6 3x8 = 3x4 = 46 = 3x8 = 4x6 = 3x4 = 3x8 = 19-4-0 19-3-12 9-11-14 19.0-0 1 28-42 38-4-0 8.11-14 9-0-2 0- 9-0-2 9-11-14 0-1-12 0-0-4 Plate Offsets (X,Y)— [2:0-0-2,Edge] [10:0-0-2,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 0.83 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 FBC2017ITP12014 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 purlins. 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 Harz 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=-189/553, 9-12=-360/359,5-14=-790/630,5-16=-189/553, 3-16=-360/359,6-14=-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. 11; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) to 3-M, interior(1) ,,`11111111jill,' I) (envelope) and -1-0-0 3-0-0 to 19-2-0, Exterior(2) 19-2-0 to 24-9-14, `,0 Old N V �4F 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 1% OQ� • I� G AJ •• ��� reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This has ,�� , .••� E S V CC••••• truss 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% • NO 613182 •.• will fit between the bottom chord and any other members. 5) Provide mechanical truss to bearing ` * : connection (by others) of plate capable of withstanding 680 lb uplift at joint 2 and 680 lb uplift at joint 10. �:• S OF :�44/ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cott 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 T17266603 1650_A H7 Hip 1 1 Job Reference (optional) tdunaers mrSt Jource, Plant laty, t-L - 3ZOO6, 6.2411 S May 13 2u19 MI I eK InaUstrles, Inc. in u nu Jun 5 12:14:43 2019 Pagel ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-OFSzgE?oVPdcEThXM3RZNYLyS7kN0Y1 XaDRBh Vz9?pw -1-0- 4-8-2 8-6-8 15-6-15 22-9-1 29.9-8 33-7-14 38-4-0 3 4- -O-D 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 i-� l O 4.00 12 5x6 = 3x4 = 4x6 = 2x4 11 5x6 = 4 19 5 6 7 20 8 2x4 Zx4 3 9 18 21 1 1 ST1.5x8 STP = 3x8 = 3 11 17 16 15 14 13 12 ST1.5x8 STP = 3x4 = 4x6 =3x6 = 5x8 = 4x6 = 3x4 = 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* 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 1 REACTIONS. (lb/size) 2=1466/0-M.10=1466/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-733(LC 8), 10=-733(LC 9) CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.61 Vert(LL) 0.56 14-15 >801 240 MT20 244/190 BC 0.95 Vert(CT) -0.9014-15 >502 180 WB 0.58 Horz(CT) 0.20 10 n/a n/a Matrix-SH Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 8-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/2543, 34=-3361/2325, 4-5=4464/3112, 5-7=4466/3110, 7-8=-4466/3110. 8-9=-3361/2328, 9-10=-3539/2548 BOT CHORD 2-17=-2318/3294, 15-17=-2034/3149, 14-15=-2894/4464, 12-14=-2038/3.149, 10-12=-2325/3294 WEBS 3-17=-156/300,4-17=-64/324,4-15=-1002/1520,5-15=-438/423,7-14=4041427, 8-14=-1002/1522,8-12=-65/324,9-12=-156/303 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; Enci., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-6-8, Exterior(2) 8-6-8 to 14-2-6, Interior(1) 14-2-6 to 29-9-8, Exterior(2) 29-9-8 to 35-5-6, Interior(1) 35-5-6 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. 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 733 Ib uplift at joint 2 and 733 lb uplift at joint 10. COIN 0 No 68182 S TA F ;0X� • A' Joaquin Velez PE No.68182 wr k USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verily design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 10103/2015 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 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 ANSYTPI1 Quality Criteria, DSB-a9 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 T17266604 1650_A H8 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:44 2019 Page 1 ID:InOSxDI?zEJa—tKrck6s3Nz9Jrs-(SOLI aOQGjlTrdFkwnyovlt7f WAjl4TgptAkEyz9?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 = US = 5x6 = ST1.5x8 STP = 6x8 = 6.6-8 12-1-8 14-4-0 6-6-8 5-7-0 2-2-6 Plate Offsets (X,Y)— [2:0-0-0,Edgej LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell 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 n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 63 Ito , 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 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. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-995/796, 3-4=-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. 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 6-6-8, Exterior(2) 6-6-8 to 14-24 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 drainage to 1111111111/1j1' adequate prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.OQ•a ,�� U I N V 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 ,4. , .••\ G E N s ••. �i� V F will fit between the bottom chord and any other members. •' 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 328lb uplift at joint 2 and 227lb uplift at No 68182 joint 6. 0:• E OF /ST •:�44/ Joaquin Velez PE ND.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING -Verily design parametersand READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek®conneclors. 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 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 T17268605 1650_A H9 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 12:14:44 2019 Page 1 ID:InOSXDI?zEJa_lKrck6s3Nz9Jrs-tSOL1 aOQGjlTrdFkwnyovltAvW6013bgptAkEyzg?pv -1-0-0 5-0-0 9-4-0 13-8-0 144-0 1-0-0 5-0-0 4-4-0 44-0 0.8-0 6x8 = Scale = 1:26.3 46 = 4.00 12 3 9 10 4 3x4 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-0: 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), 6=-238(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11421785. 4-5=-271/317 BOT CHORD 2-6=-837/1034, 5-6=-841/1022 WEBS 3-6=0/343, 3-5=-807/647 ST1.5x8 STP = 46 = DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.19 5-0 >852 240 MT20 244/190 Vert(CT) -0.40 5-6 >416 180 Horz(CT) 0.02 5 n/a n/a Weight: 71 Ito 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 Row at midpt 3-5 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 4-11-12, Exterior(2) 4-11-12 to 10-7-10, Interior(1) 10-7-10 to 14-14 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 2381b uplift at joint 5. ,,%�OPQUI.. rVFZ4 i'i No 68182 O.. S OF .•�44/� R + O Q" . \_:41 �� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6534 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11.7073 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 properly 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 T172686D6 1650_A HA 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_lKrck6s3Nz9Jrs-LeakFwO211tKTngwTUT1SzQJ5wUzUYvg2XwHmOz9?pu -1-5-1 5-3-15 9-10-1 _ 1-5-D 5-3-15 4-6-1 Scale = 1:21.2 LX4 3x4 = ST1.5x8 STP = ' 5-3-15 2-0-0 2-6-1 ' Plate Offsets (X,Y)— f2:04-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 6-7 >446 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 37 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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 8-8-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=146/Mechanical, 2=432/0-8-0, 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=-942/791 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 fit between bottom ,111111 will the chord and any other members. � ,* QU N ��� 4) Refer to girder(s) for truss to truss connections. ,%, OP • I� , N ••. �s� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 380 lb uplift at ,�� .••� G E c� $ V F •• joint 2 and 154 lb uplift at joint 5. ; •� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ito down and 54 Ito up at = N O 68182 ••� 4-2-15. 35 lb down and 54 lb up at 4-2-15, and 59 Ito down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top 18 lb down 34 lb 1-4-15, 18 Ito down 34 lb 1-4-15, 20 lb Ito * :` * = chord, and and up at and up at down and 47 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 connection device(s) is the responsibility of others. "0 I jZ Z 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ;• S F ; O LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �41 -,,�• •'C� Uniform Loads (plf) I� tS�• •••••�\ ` Vert: 1-4=-54, 25=-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.68182 MIT& 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 M147473 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 ANSI1nP11 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 T17268607 FJbference 1650_A HJ2 Diagonal Hip Girder 1 1 (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 ID:InOSxDI?zEJa—tKrck6s3Nz9Jrs-pg86S F1 goK?B5xP61 C_G—AzW EKspD21 zGBfrlgz9?pt -1-5-1 5-0-1 9-2-4 1-5-0 5-0-1 4-2-3 Scale = 1:20.1 0 N N 3x4 = ST1.5x8 STP = 5-0-1 4-2-3 Plate Offsets (X,Y)— [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.42 2-6 >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 n/a BCDL 10.0 Code FBC2017ITP12014 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; 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); 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical truss to bearing ,111111'1 I11/��� connection (by others) of plate capable of withstanding 172 Ito uplift at joint 4, 310 lb uplift at joint 2 and 55 lb uplift at 5. �<F �I0 joint 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 `�� OPQ , .•'� G E N s •• �0 4-2-15, 35 lb 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 `�� •' V F•••,; chord, and 18lb down and 34 lb up at 1-4-15, 18 lb down and 34lb up at 14-15, 20lb down at 4-2-15, 20 lb down at 4-2-15, and NO 6$182 38 Ito 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 i ST OF 441 •• �(/ Uniform Loads (plf) �',�• .�� Q P:=,q� ••.; R Vert: 1-4=-54, 2-5=-20 Concentrated �51 • G % ��'��s'Q �� Vert: 8= 5(F=-38, B=-38) 9=58(F=29, B=29) 11=-36(F=-18, B=-18) Joaquin Wei PE No.68182 MITek USA, Inc. -IL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verity 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnlermatiun 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) Builders First Source, Plant City, FL - 32566, 1-5-0 3x4 = 2.83 12 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:47 2019 Page 1 ID:InOSXDI?zEJa—tKrck6s3Nz9Jrs-H1 iUgb2JZe72i5—JbvWXOVgvkF9yV46VrPOgGz9?ps 5-7-2 5-7-2 Scale = 1:13.6 5-7-2 5-7-2 Plate Offsets (X,Y)— [2:0-3-11,Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 2-4 >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 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 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 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 114 lb uplift at joint 3, 246 lb uplift at 2 lb 4. 111111 � 1111JI, *4/4, joint and 59 uplift at joint 6) Hanger(s) device(s) be load(s) 35 lb down Ito `,�� QUA N V ��� or other connection shall provided sufficient to support concentrated and 54 up at lb 4-2-15 ,'N oP` • •• , E N 4-2-15, and 35 down and 54lb up at on top chord, and 64 lb down and 32Ib up at 1-4-15, 64lb down and 32lb up at .••\G �� ,� S V F•••, 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. NO 68182 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) S F ((/ ••• Vert: 1-3=-54, 2-4=-20 Concentrated Loads i �(/ (lb)••'C4 Vert:6=55(F=28, B=28)7=-2(F=-1, B=-1) i�,Fss/O % N .,` ����rnn11N1� Joaquin Velez PE No.68182 MITek USA, Inc..FL Geri 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. 1010312015 BEFORE USE. ' Design valid for use only with MiToW wrnedors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?Pli 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. Q'1/1fi r - -I- For 4 x 2 orientation, locate plates 0- 'li ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/rPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS ❑ O 2 U EL O H 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 ,m MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Neverexceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurnev Homes Project Name: 1650 B Model: 1650 Tampa, FL 33610-4115 Lot/Block: Subdivision: Lakewood Park Address: 6805 Citrus Park Blvd City: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: ,City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Load ing.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 61 G15-31.003, 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 HJ1 6/6/19 No. Seal# Truss Name Date 23 T17268607 HJ2 6/6/19 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. PQUIN `% .�O •'� G'E N 182 STATE OF : t1J O ki i0 N A� ������, 111. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd: Tampa FL 33610 Date: June 6,2019 Velez, Joaquin 1 of I Job Truss Truss Type Qty 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 I D:In OSx D I?zEJa_tKrck6s 3 Nz9Jrs-Sbporkmtza EJS Yku Iab65X2g vS F W 3vrkDm KgX6z9?q D -1-0 6-11-3 13.0-9 19-2-0 25-3-7 31.4-13 38-4-0 3 -4- -0-0 66 11-3 6-1-7 6-1-7 6-1-7 6-1-7 6-it-3 -0-0 Scale = 1:68.4 5x6 = 4.00 12 ST1.5x8 STP = - - 14 "' " ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x8 = 46 = 3x4 = 3x8 = t2 d LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb 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: 178 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.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-5-1 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 Harz 2=122(LC 12) Max Uplift 2=-080(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=-3506/2132,3-5=-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, 5-1 6=-1 89/553, 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. 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 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) 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 Ito uplift at joint(s) except (jt=1b) 2=680,10=680. ,%��� PQU I N VFW No 68182 '. ST OF .t�14/� Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cent 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 MII.7473 mv. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters show, 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 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 T17268586 1650 A CA 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 I D:I nOSxDI?zEJa_tKrck6s3 Nz9Jrs-wo NA24n VklMA3iJ41H 6Lelb0_spZoYdtRQ4E4Yz9?q C 1-0-0 1-0-0 Scale= 1:6.1 ST1.5xB STP = 1-0-0 1-0-0 Plate Offsets (X,Y)— [2:0-2-14,0-0-10) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 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/TPI2014 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 10-0-0 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. (Ib) -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=1b) 2=135. ,�111111111JI. %OPQVIN No 68182 :IZZ S OF :•44/� f N ,I i Joaquin Velez PE.No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verity design parametersand READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MY-7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MTek•O connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI 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 City Ply T17268587 1650 A CJ3 CORNER 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 I D:In OSxDI?zEJ a_tKrck6s3Nz9J rs-wo NA24n VktMA3iJ4l H6Lelb? Lsn W oYdtRQ4E4Yz9? qC 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.4 ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 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 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-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=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. Camp./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. If: 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 farces & 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=176. ,,,`��►11111111�,,I ,`� PQV I iN No 68182 R� ' S OF : �/� SOT. O N Al 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 paramelem and READ NOTES ON THIS AND INCLUDED M/TEK 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 ANSUIP11 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 T17266588 1650 A CJ5 Comer Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-0-0 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 xYGQo7VBUOhslGs?daBy841G49X?tlg4pnc_z9?qB 5-0-0 Scale= 1:13.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2.4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade 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 5-0-0 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. 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 4-114 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 truss to bearing mechanical connection (by others) of plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) U (v V 3=103, 2=165. �4' OPQ �,�I No 68182 ��. S OF %% 111 Joaquin Velez PE No.68182 MRek USA, Inc..FL Cert 6634 69D4 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 MiTekB connectors. This design is based only upo n 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 ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268589 1650_A EJ2 Jack -Open 2 1 Job Reference o tional 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_tKrck6s3Nz9Jrs-O_xYGQo7VBUDhstGs?daBy86tG5yX?tl g4pnc_z9?qB 2-6-8 2-6-8 4.00 12 2x, " ST1.5x8 STP = 30 11 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-R DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 3-4 >999 240 MT20 244/190 Vert(CT) 0.01 3-4 >999 180 Horz(CT) -0.03 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=86/0-M, 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 Scale= 1:15.6 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 2-" oc purlins, except end verticals. 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;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 2-0-0 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. .ONQ .... � V�<cIN c ,',, No 68182 OF l44/lo 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 onlywAh 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 p 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 ANSH cell 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, Alexandra, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268590 1650_A EJ4 Jack -Open 6 1 Job Reference (optional) Builders First Source, Plant (Ally, FL - 32556, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:27 2019. Page 1 I D:I nO SxD I?zEJa_lKrck6s3Nz9Jrs-sAUwTmpm GVctJOSTQi8 pjAg I SgQh GS 7AvkZK8 Rz9?qA 1-0-0 4-0-0 1-0-0 4-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.04 24 >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 FBC2017ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER'- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-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=94/Mechanical, 2=211/0-3-0, 4=38/Mechanical Max Horz 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. 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 3-0-0, Interior(1) 3-0-0 to 3-11-4 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 Ot=lb) 0,��14 , �& ' G•E N NO 68182 '. S OF : ��/� 0 .���'•.4 R ,% . N A.%% 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 paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1161-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and 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 CityPly T17268591 1650_A E.16 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:28 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-LN2lg6pO1 okkwAlf_Qf2GNDJg4j5?vNJ70lugtz9?q9 1-0-0 6-6-8 1-0-0 6-6-8 N 3x4 = ST1.5x8 STP = Scale: 3/4-=1' LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.09 2-4 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nla BCDL 10.0 Cade 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. (lb/size) 3=1581Mechanical, 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; 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 6-5-12 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 3-6-0 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=140,2=184. ,,,�1,IIIIIffll��'I `%.� PQUIN VF< .. No 68182 O' • S E OF %,'�,.c`� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6994 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING - Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. 101032015 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 Bost 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 ER Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:28 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-LN2lg6pO1okkwAlf Qf2GNDLs4il?vNJ70lugtz9?q9 -1-0-0 7-0.0 1-01 i 7-0-0 Scale = 1:16.9 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 2-4 >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 FBC2017/TP12014 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-M oc bracing. REACTIONS. (lb/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-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 100 lb uplift at joint(s) except Qt=lb) 3=131, 2=190. t%%"1111111118"..ICI . PQU I N VFW �.. i No 68182 � :. E OF - . //11t11/1 Joaquin Velez PE No.68182 MITek USA, lnc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Vorily design parame/ors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 —. 1010312D15 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 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 Jab Reference(optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:29 2019 Page 1 ID:InOSxDi?zEJa_tKrck6s3Nz9Jrs-pZchu RgOo6sbYKcrX7AHobm WeTyhk94TM22RDJz9?q8 -1-0 6-11-3 13-0-9 19-2-0 25-3-7 31-0-13 38-4-0 3 4- -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 5x6 = 4.00 12 n 0 ST1.5x8 STP = '" "' 14 "" ST1.5x8 STP = 3x8 = 3x4 = 46 = 3x8 = 46 = 3x4 = 9-11-14 19-2-0 28-4-2 31-4.0 9-11-14 9-2-2 9-2-2 9-11-14 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 BOT CHORD 2x4 SP No.1 'Except' 13-16: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0.8-0, 10=1466/0-8-0 Max Horz 2=122(LC 12) Max Uplift 2=-680(LC 8). 10=-680(LC 9) CSI. DEFL. in floc) I/clef! L/d TC 0.83 Vert(LL) 0.32 14 >999 240 BC 0.91 Vert(CT) -0.6012-14 >753 180 WB 0.87 Horz(CT) 0.17 10 n/a n/a Matrix-SH 3x8 = PLATES GRIP MT20 244/190 Weight: 196 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 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 ANSIITPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-M 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. 1`1IIIIII11/1"�'' %%,P&IN •DENS F1'�.� No 68182 �:. ST OF .:��� .`,` 10N A'L. 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 paramoters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 10/03,2015 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 vedfy 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 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268594 1650 A GR1 Hip Girder 1 . Job Reference (optional) tsuncers mrsl JOUrce, rlant lily, t-L - 3ZWA), d.Z4u s May la ZUIa MI I eK I111JUSIneS, Inc. I nU Jun 0 IZ:l9:JZ ZU-I`d rage I I D:InOSxDI?zEJa_tKrck6s3Nz9Jrs-D8lp WTsu51 EAPnLQDGk_QD03xh_PxXCv20G5pez9?q5 -1-0 7-0-0 15-0-12 23-3-4 31-4-0 38-4-0 0-0 7-0-0 8-0-12 8-2-8 8-0-12 Scale = 1:69.6 4.00 12 6x12 MT20HS = 6x12 MT20HS = 2x4 II 5x8 = 4x6 = 3 16 17 18 4 19 20 21 522 6 23 24 25 7 ST1.5x8 STP = 15 26 27 14 28 t3 29 30 31 32 12 33 11 34 35 10 ST1.5x8 STP = 5x6 = 2x4 II 4x10 MT20HS = 5x12 = 5x6 = 4xl0 MT20HS = 2x4 II 5x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. , in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.76 12-13 >597 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.03 12-13 >439 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 437 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-7 cc purlins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-10-5 cc bracing. 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, 7-1 0=-1 61/721 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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. 11; 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. `,,�IIII111//I/III PQU I N V F< �J# No 6818N Al - 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 parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03r2015 BEFORE USE. Design valid for use only with MiTekOa 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 possiblepersonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPll quality Criteria, DSB-89 and 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) Builders First Source, Plant City, FL - 32566, 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 Ib 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 Ib up at 15-1-1, 106 lb down and 134 lb up at 17-1-1, 106 lb down and 134 lb up at 18-4-7, 106 lb down and 134 lb up at 19-2-15, 106 lb down and 134 lb up at 21-2-15, 106 Ito down and 134 lb up at 23-2-15, 106 lb down and 134 lb up at 25-2-15, 106 lb 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 3144 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 lb 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 Ib down and 20 lb up at 19-2-15, 81 lb down and 20 lb up at 21-2-15, 81 lb 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 lb 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) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10t0312015 BEFORE USE. Design valid for use only with MTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FP11 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 T17266595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32565, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:34 2019 Page 1 I D:InOSxDI?zEJa_tKrck6s3NzgJrs-gXQax9u9deUuf5VpKgmSVeTLaUjJPR_C WJICuXz9?q3 - -0 4-8-2 8-6-8 1D-1-8 12-1-8 110-8 21-11-8 26-10-8 31-9-8 38-4-0 3 -4- 3-10-6 1-7-0 2-0-0 4-11-0 4-11-0 4-11-0 Scale = 1:72.9 NAILED NAILED 8x14 MT20HS m� Special 4.00 12 5x6 = 6x8 = NAILED NAILED NAILED NAILED 2x4 11 = 8x14 MT20HS = 4x6 = NAILED NAILED 4 5 NAILED NAILED 20 :�Z: 6 22 7 23 24 258 26 27 928 29 10 30 4x10 MT20HS z�z c� N • � 1 2 11 12 n Io o ST1.5x8 STP_ - 21 20 19 i 18 17 31 32 33 16 34 15 35 14 36 37 38 13 ST1.5x8 STP = 5x8 = 5x8 = 5x6 = 6x12 MT20HS = NAILED 4x6 = NAILED 5x8 = NAILED 2x4 II ' 2x4 I 5x8 = NAILED 8xl4 MT20HS WB = NAILED NAILED NAILED NAILED NAILED NAILED 8-6-8 10-1-8 12-1-8 17-0-8 21-11-8 26-10-8 31-9-8 38-4-0 8-6-8 1-7-0 2-0-0 4-11-D 4-11-0 4-11-0 4-11-0 6 6-8 Plate Offsets (X,Y)— [2:0-45,0-0-01, [4:0-3-12,0-2-121, [5:0-4-0,0-2-31, [8:0-7-00-4-B1, [10:0-6-0,0-1-111, [11:0-5-9 0-1-141, [14:0-3-8,0-2-81 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 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.58 16-17 >286 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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=1870/0-8-0, 11=2394/0-8-0 Max Harz 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, 5-6=-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 11111111►�� NOTES- ,��0;1 U I N 1) Unbalanced roof live loads have been considered for this design. ,� , •• C E•N S '• i� F•••• 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 = NO 68182 DOL=1.60 3) Provide adequate drainage 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. "U 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 OF ; 441 Z will fit between the bottom chord and any other members. O �i�T • p;•• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) R 1 Q ��,�� 2=911, 11=1318. "NAILED" .11 C? %� 8) indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. �% 4f A, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 177 Ito up at � 1���,, 31-9-8 on top chard. 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 Velez PE No.68182 MITek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. TampafL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 ANSUlPI1 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 T17268595 1650_A GR2 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 6.24U S May 13 2U19 MI I ek Inaustrles, Inc. I nu Jun b 12:14:34 2U19 Page 2 I D:I n0 SxDI?zEJ a_tKrck6s3Nz9Jrs-9XQax9u gdeU uf5Vp Kg mS VeTLa UjJ PR_C WJIC 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, 2-11=-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=-1 04(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) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 101032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wek` 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 Qly Ply T17268596 1650 A GR3 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-0-0 4-0-0 9-4-0 1-0-0 4-0-0 5-4-0 = 4.00 12 5x6 I m 0 3x6 = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:36 2019 Page 1 I D:I nOSxDI?zEJa_tKrck6s3 Nz9Jrs-6VXKMrwP8 Gkcu Pe BS5pwa3Yn4ITUtPOVzd EJyPz9?q 1 5-4-0 46 = 4x6 = 3 11 12 n 13 14 5 2x4 II 46 = 3x6 = 10 15 16 9 8 17 7 46 = 9-4-0 i 14-4-0 14-E 4-0-0 Scale = 1:33.8 ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 9-10 >999 240 MT20 2441190 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 FBC2017ITP12014 Matrix-SH Weight: 78 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 14-4-0 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 joints) 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, 34=-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 3-0-0 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 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 Ito 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 chard from 0-0-0 to 18-8-0 for 250.0 plf. 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 4-0-0, 48 lb down and 87 lb up at 5-1-1. 48 lb down and 87 Ito up at 7-1-1, 48 lb down and 87 lb up at 9-1-1, 48 Ito down and 87 Ito up at 9-0-15, 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 Ito 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 designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard PQUIN VF< ,, CAE IV S �� ii� No 68182 O : S O FAl ORIV i,'�ss,O N A� ECG �. Joaquin Velez PE No.68182 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE A81-7473 rev. 10/0312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII 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 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 2 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-6vXKMrwP8GkcuPeBS5pwa3Yn41TUtPOVzdEJyPz9?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(3) 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) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only wM 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, erectionand bracing of trusses and truss systems, see ANSI/7PIl 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) Builders First Source, Plant City, FL - 32566. 8.240's May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:37 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-a65iZAwl vZsTWYDO?pK97H5soigNcmgeCH_sVsz9?qO - 0' 4-10-14 9-0-0 15-8-12 22-7-4 29-4-0 33-5-2 -0-0 4-10-14 4-1-2 6-8-12 6-10-8 6-8-12 4-1-2 4-10-14 -0-0 Scale = 1:69.6 il-� 0 1 ST1.5x8 STP = 3x8 = 4.00 12 5x6 = 3x4 = 4x6 = 2x4 II 5x6 = 4 20 5 6 7 21 a 2x4 2x4 319 9 18 22 23 2 1 16 15 4x6 = 3x6 = 14 13 5x8 = 4x6 = 12 3x4 = - 11 ST1.5x8 STP = 3x8 = A IA 6 9-0-0 15-8-12 22-7-4 29-4.0 38.4-0 9-0=O 6.8-12 6-10-8 6-8-12 9-0-0 Plate Offsets ( ,Y)- [2:0-0-6,Edge], [6:0-3-O,Edge], [10:0-M,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 0.94 Vert(LL) 0.56 14-15 >811 240 MT20 2441190 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 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.I 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, 14-1 5=-2748/4245, 12-14=-2009/3107, 10-12=-2330/3296 WEBS 3-17=-197/340, 4-17=-77/340, 4-15=-893/1350, 5-15=-025/407, 7-14=-386/410, 8-14=-891/1349,8-12=-77/340,9-12=-197/339 NOTES- ,`{{Illllr►(��, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=15ft; Cat. II; C; ,�{ U fj N (3-second gust) Exp Encl., GCpi=0.18; ``�� , E N S+ •• 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) `♦ .•'� G V F•••• �.0 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 = 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 Ito uplift at F joint 10. O 4fit rnnnl► Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6534 6904 Parke East Blvd. Tampa R. 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 10700 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 aWays 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 ANSIRPl1 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 T17268598 1650_A H2 Hip 1 1 Job Reference (optional) tsunaers mrst source, Plant city, FL - 3251ib, 8.240 s May 13 2019 Mrlek Industries, Inc. Thu Jun 6 12:14:38 2019 Page 1 ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-2lf4nWxfgl?K7ioaZWrOgUdl u6OLLK3oRxjQ1 Iz9?q? -1, -0� 5-10-14 15-1-0 23-3-0 32-5-2 38-4-0 39.4-0 1-0-0' 510-14 9-2-2 8-2-0 9-2-2 510-14 0-0 Scale = 1:69.6 4.00 12 5x6 = 3x4 = 4x6 = 3x4 = 56 = 4 5 21 6 22 7 8 ST1.5x8 STP = 18 17 16 15 14 13 12 ST1.5x8 STP = 3x8 = 2x4 II 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 2x4 II 3x8 = 32-5-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.92 BC 1.00 WB 0.50 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deb L/d 0.44 15 >999 240 -0.75 13-15 >605 180 0.21 10 n/a n/a PLATES GRIP MT20 244/190 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. (lb/size) 2=1466/0-8-0, 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=-311512189,9-10=-3597/2502 BOTCHORD 2-18=-228013341, 17-18=-2280/3341, 15-17=-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=-806/597, 5-15=-3/262, 7-15=-5/263, 7-13=-801/593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; ,,111111111111� (3-second gust) h=15ft; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 11-0-0. Exterior(2) 11-0-0 to 16-7-14, ,`�� QV I N VF �� I� Interior(1) 16-7-14 to 27-4-0, Exterior(2) 274-0 to 32-11-14, Interior(1) 32-11-14 to 39-4-0 left ,% OP • , E iV S •• �i� zone; cantilever and right exposed ; left for forces 8 MWFRS for `�� .•'� G V F•••• end vertical and right exposed;C-C members and 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 10.0 bottom live = N O 68182 * :• •� a psf chord 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. 'O 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 lb uplift at joint 2 and 724 lb uplift at O ; $ Q F ; 44/: joint 10. • . 41 ��. P ; �_��• F 4 R J*',SS,ONAI-, /WWII Joaquin Velez PE No.68182 MITek USA, lnc..FL Cert 6634 6904 Parke Last Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING -Verily dosign parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-7473 rev. 10(0312015 BEFORE USE. Design valid for use only with MTeklD 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 ANSUTPI1 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, VA22314. 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:InOSxD I?zEJa_tKrck6s3 Nz9Jrs-W U DT_syH RB7AIsN m7 EMdC iAFLVLE4n6xfbTzZkz9?q_ -1-0-0 6-10-14 13-0-0 19-2-0 25-4-0 31-5-2 38-4-0 38-4-0 -0-0' 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 -0-0 Scale = 1:69.6 4.00 12 5x6 = 2x4 II 5x6 = 4 519 20 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 3x4 = 2x4 II 3xB = 3x4 = 46 = t2 It 4 _t2 1� O 6- i 3-0-0 19-2-0 25 4-0 31-5-2 38-0-0 6-10-14 6-1-2 6-2-0 6-2-0 6-1-2 6-10-14 Plate Offsets (X,Y)— [2:0-0-2,Edge], [8:0-0-2,Edge] LOADING (psD SPACING- 2-M CSI. DEFL. in ([cc) I/defl 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 Incr YES WB 0.51 Horz(CT) 0.19 8 n/a n/a BCDL 10.0 Code FBC2017IfP12014 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 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0-M, 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, 5-6=-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=-2228/3319,8-10=-2228/3319 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 =-1 66/414, 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.,� GCpi=0.18; MWFRS C-C Exterior(2) �I, (envelope) and -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, `�� V I N V 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 �� OPQ�I,, , .•'�G E !v S'• i� OOL=1.60 ♦♦ ♦ V F••• 3) Provide adequate drainage to prevent water ponding. No 68182 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 live load 20.Opsf * �• •% a of 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 716 lb uplift at joint 2 and 716 lb uplift at -10 joint 8. S TA OF • 41/ Z op Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,1I1.7473 ray. 10/03f2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSI?PI1 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 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-ynrCCzwCUF1 NOyyhxtslvjQ8viBp8L4uFCW5Az9?pz - -0- 7-10-14 15-0-0 19.2.1 23-4-0 30-5-2 38-4-0 3 4 -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 n 6 4.00 12 6x8 = 5x6 = 5 18 19 6 ST1.5x8 STP = 16 — 14 13 " 11 ST1.5x8 STP = 3xB = 2x4 II 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* 5-6: 2x6 SP No.2, 1-0,7-10: 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) 4x6 = 3x4 = 3xB = 2x4 II 46 = 3x8 = CSI. DEFL. in (loc) I/deft L/d 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 n/a Matrix-SH Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 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=-2537/1918, 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 =-21 50/3272 WEBS 3-16=0/295,3-14=-790/600,5-14=-168/514,6-13=-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. 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 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 234-0, Exterior(2) 23-4-0 to 28-11-14, Interior(1) 28-11-14 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 OOL=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 lb uplift at joint 9. A 6 n 6 ,`��OP'QUI rVF� E N No 68182 S OF W %, 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 parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rov. 1010312015 BEFORE USE. Design valid for use only with Mi-rekO connectors. This design is based only upon parameters shown, and is form 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?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 ' T17268601 FiReference 1650_A H5 Hip 1 1 (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:InOSxDI?zEJa_lKrck6s3Nz9Jrs-StLDPYzYzoNu_AX9EeO5H7FaTJ3GYieE7vy4ddz9?py - -0- 6-11-3 13-0-9 17-0-0 21-4-0 25-3-7 31-4-13 38-4-0 3 - -0-0 6-11-3 6-1-7 3-11-7 4-0-0 3-11-7 6-1-7 6-it-3 -0-0 Scale= 1:71.0 4.00 12 5x6 = 5x6 = ST1.5xB STP = — 16 15 11 " ST1.5x8 STP = 3x8 = 3x4 = 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 FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 14-17: 2x4 SP Nc.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1466/0.8-0, 11=1466/0-8-0 Max Harz 2=108(LC 12) Max Uplift 2=-694(LC 8), 11=-694(LC 9) 4x6 = 3x4 = 3x4 = 46 = 3x4 = 3x8 = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.77 Vert(LL) -0.44 13-15 >999 240 MT20 244/190 BC 0.86 Vert(CT) -0.68 13-15 >661 180 WB 0.45 Horz(CT) 0.16 11 n/a n/a Matrix-SH Weight: 183 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3507/2335,3-5=-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. 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) A-M to 3-M, Interior(1) 3-M to 17-0-0, Exterior(2) 17-M to 26-11-14. 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 2 and 694 lb uplift at joint 11. ' QU I N No 68182 �-0: A R N A\- I111.n 11111 Joaquin Velez PE.No.68182 MITek USA, Inc. FL Cent 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 rov. 1010312015 BEFORE USE. ' Design valid for use only with MTekB connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB•99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17268602 1650 A H6 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 12:14:42 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-w3ubcu_Ak6VIcK6LoMvKgKokMjOkH21NLZhd93z9?px 19-4-0 �7-0-0 6-N-3 13-0-9 19-0-0 19��0 2537 31-4-13 38-4-o 39-4-0 1-0-0� 6-11-3 6-1-7 611-7 0- 5-11-7 Vill I NA 0-2-0 Scale= 1:71.0 5x6 = 4.00 12 19 ST1.5x8 STP = "' ''' 14 " " ST1.5x8 STP = 3x8 = 3x4 = 46 = 3x8 = 4x6 = 3z4 = 3x8 = t s-a-c 19-3-12 9-11-74 19-0-0 1 28-4-2 38-4-0 i0 9-11-14 9.0.2 0� 9-0-2 311-14 011.12 LOADING (psi) 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 FBC2017ITP12014 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 13) Max Uplift 2=-680(LC 8). 10=-680(LC 9) n IA 6 DEFL. in (loc) I/deft Ltd 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: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD Rigid ceiling directly applied or 44-2 oc bracing. 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=-189/553, 9-12=-360/359, 5-14=-790/630, 5-16=-189/553, 3-16=-360/359,6-14=-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. 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 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 chard 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 3-8-0 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 680 lb uplift at joint 2 and 680 lb uplift at joint 10. Jq PQuIN V �.. ��� ,O • •('� E N g • �1 �ii� No 68182 r �-• S OF •.�411 % '� N AII '����� 111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke Cast Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE III-7473 rev. 10103/2015 BEFORE USE Design valid for use only with Mi fek® 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, VA22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268603 1650_A H7 Hip 1 1 Job Reference (optional) DOI1uCIJ r1— auulue, rldnt 4ny, rL - JGOOO, o.z4U s May l3 LU -I `J MI I eK moustrles, Inc. I nu Jun o 1z:14:4J zuiv rage i ID:InOSXDI?zEJa_tKrck6s3Nz9Jrs-OFSzgE?oVPdcEThXM3RZNYLyS7kNOY1XaDRBhVz9?pw -1-0- 4-8-2 8-6-8 15-6-15 22-9-1 29-9-8 33-7-14 3&4-0 3 4- -0-0 4-8-2 3-10-6 7-0-7 7-2-3 7-0-7 3-10-6 4-6-2 -0.0 Scale = 1:69.6 i;-� 6 O 4.00 12 5x6 = 3x4 = 4x6 = 2x4 II 5x6 = 4 19 5 6 7 20 8 2x4 2x4 0 3 9 18 21 2 1 ST1.5x8 STP = 3x8 = 17 16 15 14 13 3x4 46 = 3x6 = 5x8 = 4x6 = 10 11 12 ST1.5x8 STP = 3x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CS1. TC 0.61 BC 0.95 WB 0.58 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 1/de8 Ud 0.56 14-15 >801 240 -0.90 14-15 >502 180 0.20 10 n/a n/a PLATES GRIP MT20 2441190 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=-3361/2328,9-10=-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=-038/423, 7-14=-404/427, 8-14=-1002/1522.8-12=-65/324,9-12=-156/303 NOTES- ,,��11111111/���, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., � QUIN GCpi=0.18; MWFRS C-C Exterior(2) to 3-M, Intericr(1) 3-0-0 to 8-6-8, Extericr(2) 8-6-8 to 14-2-6, Interior(1) ,�� QP •�j� , G E N •• W (envelope) and -1-0-0 .••� S+ ,* •••, 14-2-6 to 29-9-8, Extericr(2) 29-9-8 to 35-5-6, Interior(1) 35-5-6 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 6$182 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 fit between the bottom '0 will 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 1 S TA F : 41/ Z joint 10.000 N �����• AI ,O. "1111101 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job T uss Truss Type y Ply ri T1721650A H1 8 Hip Job Reference (optional) Builders First Source, Plant City, 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-B Scale = 1:26.3 3 0 3x8 = 5x6 = 5x6 = ST1.5x8 STP = 6xB = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud 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 n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 63 lb FT = 201/6 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) 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. (lb) -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 Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-10-11 oc bracing. 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-M 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. 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 328 lb uplift at joint 2 and 227 Ito uplift at joint 6. UIN J J GENg No 68182 : 3 SJT!E' OF : 44/Z Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6534 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. 10103,2015 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 trues 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, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17268605 1650_A H9 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 12:14:44 2019 Page 1 ID:InOSxDI?zEJa_tKrck6s3Nz9Jrs-tSO L1 aOQGjlTrdFkwnyovltAvW6013bgptAkEyz9?pv -1-0-0 5-0-0 9-4-0 13-8-0 14-4-0 1-0-0 5-0-0 4-4-0 4-4-0 Scale = 1:26.3 3x4 = 6x8 = 4x6 = 4.00 12 a 9 10 4 ST1.5x8 STP = 4x6 = 5-0-0 14-4-0 5-0-0 9-4-0 Plate Offsets (X,Y)- [2:0-3-0,Edge1, [3:0-4-0,0-2-61, [4:Edge,0-2-01 LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.19 5-6 >852 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40 5-6 >416 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 71 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5.4-4 oc purlins, 3-0: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-5 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) 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 `��� QU IN 3) Provide drainage to �� OP` ......... , C E N g '•, �i� adequate prevent water ponding. ��� ,•'� �' F �• 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = o NO 68182 •� 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. �-0 .�• S OF ���' < R I SS,O N A �����• 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 MU-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 ANS117P11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply r 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-LeakFwO21ltKTngwTUT1SzQJ5wUzUYvg2XwHmOz9?pu -1-5-0 5-3-15 9-10-1 ' 1-5-0 ' 5-3-15, 4-6-1 Scale = 1:21.2 A 0 N lh N N 3x4 = cxv II 5 ST1.5x8 STP = Plate Offsets (X,Y)— [2:04-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 6-7 >446 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 5 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. 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=432/0-8-0, 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=-661I787, 6-7=-661/787 WEBS 3-7=-333/485, 3-6=-942/791 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-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 mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 380 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ito down and 54 lb up at 4-2-15, 35 lb 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 14-15, 18 lb down 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 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: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-36(F=-18. B=-18) 9=-75(F=-38, B=-38) 1 0=58(F=29, B=29) ,,`II1111111/1��', PQUIN •GENS;• No 68182 J S F 4U fpRI • `�� 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ,A WARNING - Vedly 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 ANSIITP11 Quality Criteria, DSB49 and BCS/ 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 T17268607 1650 A HJ2 Diagonal Hip Girder 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 12:14:46 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-pg86S F1 goK?B5xP61 C—G—AzW EKspD21 zGBfrlgz9?pt 5-0-1 9-2-4 1-5-0 5-0-1 4-2-3 Scale = 1:20.1 3x4 = ST1.5x8 STP = Plate Offsets (X,Y)— [2:04-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.42 2-6 >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 n/a BCDL 10.0 Code FBC2017/TP12014 MatrixSH 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. Camp./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); 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 will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,`��11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 4, 310 lb uplift at `�% U I N V joint 2 and 55 lb uplift at joint 5. ,��� ORQ 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib down and 54 Ib up at �� , .•'� G E N g '-. 4-2-15. 35 lb 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 : F •• chord, and 18 lb down and 34 lb up at 14-15, 18 lb dawn and 34 lb up at 14-15, 20 lb down at 4-2-15, 20 lb down at 4-2-15, and N O 6 S 182 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). �'d LOAD CASE(S) Standard ST O F � _ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 t' ••• Uniform Loads (plf) .0 '0' �( , Q v, •�% Vert: 1-0=-54, 25=-20 ��`' n • • R • • \�? �� Concentrated Loads (lb) Sl)� • • • � \ ,��� Vert: 8=-75(F=-38, B=-38) 9=58(F=29, B=29)11=-36(F=-18,B=-18) i�,� 0 N A, �- Iim 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 1101-7473 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-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 Oty Ply T17268606 1650_A HJ3 Diagonal Hip Girder 2 - 1 Job Reference optional) Builders First Source, Plant Gity, FL - 32566, 3x4 = 2.83 12 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 612:14:47 2019 Page 1 ID:InOSxDI?zEJa_lKrck6s3Nz9Jrs-H1 iUgb2JZe72i5_JbvVVXOVgvkF9yV46VrPOgGz9?ps 5-7-2 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ltd 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 2-4 >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 lb 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-" 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 114 lb 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 lb 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.Ib 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) ,``1111111I11111I PQU IN .�� ,�_ • •GEIVS+' F����i No 68182 :. S OF : �/� Is WO Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6994 Parke Fast Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 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, 218N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both sides of truss and fully embed teeth. O'1/1fi r - -I- For 4 x 2 orientation, locate plates 0- 'lie" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-In-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values - established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPl 1 Quality Criteria.