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ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL �B1,WE IlI�1'S FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(813) 752-1532 http://www.bldr.com - 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. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade ]urney Homes 1246 Grp 2 Elevation B Lot Swing Right Layout: 1246_B_GR_LAY Date: 06/06/19 Revision History: Rev 1: 07/ 17/ 19 Rev2: 07/24/19 Rev3: 1oft [_44 MULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com September 24, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1246 Model — Elevation B — Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 (26) Reference Roof Truss Shop Drawings prepared by Builders First5burce, Inc., dated- July 17, 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•.,�„�o�,p20 IV - o O p 0 0 o James G Frilin , P.E. frinci al/DirectorofO Operations ` 3 . �aTl; 9 p P or 'moo P. I client Filesl l95 Wade lumey Homes12019119004 -Lakewood Park Community18307Winter Garden pkwy 1246 B RHISubmiaisQ��x�raxx xx - strud submittal12020-09-24 - 1246 Model - Eleu. B - FL RT Shop Drawing Letter.do, 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 Jurney Homes Project Name: 1246 B Model: 1246 Tampa, FL 33610-4115 Lot/Block: Subdivision: Lakewood Park Address: 8307 Winter Garden Pkwy 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 27 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 T17272612 Al 6/6/19 2 T17272613 CA 6/6/19 3 T17272614 CJ3 6/6/19 4 T17272615 CJ5 6/6/19 5 T17272616 EJ4 6/6/19 6 T17272617 EJ7 6/6/19 7 T17272618 GR1 6/6/19 8 T17272619 GR2 6/6/19 9 T17272620 GR3 6/6/19 10 T17272621 H1 6/6/19 11 T17272622 H2 6/6/19 12 T17272623 H3 6/6/19 13 T17272624 H4 6/6/19 14 T17272625 H5 6/6/19 15 T17272626 H6 6/6/19 16 T17272627 H7 6/6/19 17 T17272628 H8 6/6/19 18 T17272629 H9 6/6/19 19 T17272630 HJ1 6/6/19 20 T17272631 HJ2 6/6/19 21 T17272632 HJ3 6/6/19 22 T17272633 T1 6/6/19 No. Seal# Truss Name Date 23 T17272634 T2 6/6/19 24 T17272635 T3 6/6/19 25 T17272636 T4 6/6/19 26 T17272637 T5 6/6/19 27 T17272638 T6 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: Albani, Thomas 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 ANSVTPI 1, Chapter 2. PS1 A'IA������ -NVn93 0 STATE: OF :•�/� 111 Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply T17272612 1246 A Al Common 6 1 Job Reference (optional) ouuuers rirst oource, rlant ury, tL - OZ000, '3.Z4u s May 13 Zulv MI I ex maustrles, Inc. i nu Jun b lb:2/:33 209 Pagel ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-d8Zv6QOFIIKzIXBCBz?mIQXBW3YaulVX5H7Pouz6z?8 1-0-0 6-3-13 11-9-15 17-4-0 22-10-1 28-4-3 34-8-0 5-8- -0-0 6-3-13 5-6-1 5-6-1 5-6-1-3-13 -0-0 Scale = 1:61.8 6 46 = 4.00 12 6 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = - 3x8 = 34-8-0 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 0.62 BC 0.99 WE 0.63 Matrix-SH DEFL. in (]cc) I/deft L/d Vert(LL) 0.27 14-16 >999 240 Vert(CT) -0.49 14-16 >824 180 Horz(CT) 0.15 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 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=1330/0-8-0, 10=1330/0-8-0 Max Horz 2=111(LC 13) Max Uplift 2=-622(LC 8), 10=-622(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/1920, 3-5=-2866/1755, 5-6=-2016/1351, 6-7=-2016/1351, 7-9=-2866/1755, 9-10=-3136/1920 BOT CHORD 2-16=-1706/2920,14-16=-1375/2424,12-14=-1391/2424,10-12=-1722/2920 WEBS 6-14=-548/968,7-14=-706/535,7-12=-165/491, 9-12=-317/319,5-14=-706/535, 5-16=-165/491,3-16=-317/319 IA 6 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 17-4-0. Exterior(2) 174-0 to 214-0, Interior(1) 21-0-0 to 35-M left left for forces & `J%%J111111/1i� 4' zone; cantilever and right exposed ; end vertical and right exposed;C-C members and ,,�� PS: A, q MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,� 4, I, •\N ••.'9��i� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦�.r. • G E g F ••• 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide ♦ •• V / will fit between the bottom chord and any other members. No 39380 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=622, 10=622. •• • Woo 0 0 ��� 4 ,A , OR Thomas A. Albanl PE No.39380 Mrrek 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 M11-7073 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1'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 T17272613 1246 A CJ1 ComerJack 12 [7Job eference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:33 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-d8Zv6QOFIIKzIXBC8z?mIQXJa3ncuRMX5H7Pouz8z?8 1-0-0 1-0-0 Scale = 1:6.1 ST1.5x8 STP = Plate Offsets (X,Y)— [2:0-2-14,0-0-101 LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) I/de0 Ud 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 1-0-0 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. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=135.AI �`` •�� • G E N S •� 9�i�i� No 39380 '00- R t,0,.•�N,�. ••0 Thomas A. Albani PE No.39380 Welk USA, Inc. FL Cent 6634 69114 Pafko East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T17272614 1246_A CJ3 Jack -Open 11 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:34 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-6K7HMltWbSgvhmOihW?ge4ThS4oducgKxtzKKz8z?7 3-0-0 1-0-0 3-0-0 Scale = 1:9.4 ST1.5x8 STP = 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 0.14 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 Cade FBC2017ITP12014 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. 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-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 Ito uplift at joint(s) 3, 4 except Qt=lb) 2=176. O •'9 No 39380 0 WRI 11 Thomas A. Albanl PE No.39380 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 MII-7473 rev. f0/03/2015 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 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satefylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272615 1246 A CJ5 Comer Jack 4 1 Job Reference (optional) tsuiiaers Ylfst bource, viant l:ny, t-L - J2015b, j,z4u s May iJ zuly MI I eK Inoustrles, Inc. I nu Jun b lb:2/:J4 2Uly rage i ID: UyC LZwZ4JTwkgyBl zl oERdz9?TU-6K7HKI1 tWbSgvhmOih W?ge4OMS2CducgKxtzKKz8z?7 -1-0-0 5-0-0 ' 1-0-0 ' 5.0-0 Scale = 1:13.3 30 = 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 0.48 Vert(LL) -0.03 2-0 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 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 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103, 2=165. ,PS, A,',q'����i No 39380 01 RF ss�0 N A� 1� % Thomas A. Alban] PE No.39380 M]Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; June 6,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 PlyT17272616 Py 1246A EJ4 Jack -Open 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:35 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-aWhgX52VHvagXrKaGO2ENrcccsQ6MLsgZbcWsnz8z?6 -1-0-0 4-M 1--0-0 4-0-0 2x4 = IT1.5xB STP = 4-0-0 4-0-0 Plate Offsets(X,Y)— [2:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 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=84/Mechanical, 2=219/0-8-0, 4=36/Mechanical Max Horz 2=88(LC 8) Max Uplift 3=-78(LC 12). 2=-154(LC 8) Max Grav 3=84(LC 1). 2=219(LC 1), 4=72(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 3-11-4 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 3.8-0 tail 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) mechanical connection truss to bearing 100 lb zr 15dde (by others) of plate capable of withstanding uplift at joint(s) 3 except (jt=lb) 4. • E Ns $ \. No 39380 44/ 'I# R % O,P • �G Thomas A. Alberti PE No.39380 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 M94473 rev. f0/03/2015 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 MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111PI1 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 Qty Ply T17272617 1246_A EJ7 Jack -Open, 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 615:27:35 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-aWhgX52VHvagXrKaGO2ENrcUjsKZMLsgZbcWsnz8z?6 -1-0-0 7-0-0 1 0 0 7-0-0 Scale = 1:16.9 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 2-4 >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 FBC2017ITP12014 Matrix-SH Weight: 23 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=131(1_C 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 nohconcurrent 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 joints) except Ot=lb) 3=131. 2=190. ``��11111111rrrr'' O 3 • • ��� No 39380 �'�s`s�0 N AL E�..`%� 11/11111111" Thomas A. Alban) PE No.39380 MiTek USA; Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11411-7473 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 I� building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• 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 ANSI1rPl1 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 T17272618 1246_A GR1 Hip Girder 1 2 Job Reference (optional) [funaers mrst JOurce, viant catty, FL - S255b, 6.24U s May 13 ZU19 Mi I eK Inaustne5, Inc. I nu Jun 5 1527:36 2019 rage 1 ID:UyCLZwZ4JTwk9yB1zioERdz9?TU-_5MoA74OZgyFO139xXbx?UE244JYZXjGFZrAT5z8z?3 �1-0-0, 7-0-0 13-10-1 20-9-15 27-8-0 34-8-0 35-8-Q 000 7-0-0 6-10-1 6-11-13 6-10-1 7-0.0 -0.0 • Scale = 1:62.9 4.00 12 6x8 — 2x4 II 4x6 = 3x4 = 3 15 16 17 4 18 1920 5 21 6 22 6x8 = 23 24 7 La co - co lu ou al aL 11 as J9 2x4 II 7x10 = 5x8 = 5x6 = 2x4 II 27-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.61 12-13 >670 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 75 .7BCLL Vert(CT) -0.83 12-13 >494 180 0.0 Rep Stress Incr NO W1 Horz(CT) 0.12 8 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 393 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 4-0-12 cc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 cc bracing. BOT CHORD 2x6 SP No.2 'Except' 11-13: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2617/0-8-0, 8=2617/0-8-0 Max Horz 2=48(LC 8) Max Uplift 2=1481(LC 4), 8=-1481(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7317/4000, 3.4=-10501/5797, 4-0=-10501/5797, 6-7=-10541/5817, 7-8=-7315/4000 BOT CHORD 2-14=-3742/6878, 13-14=3732/6843, 12-13=-5712/10539, 10-12=-3686/6841, 8-10=-3696/6876 WEBS 3-14=-161/668,3-13=-2119/3946,4-13 860/683,6-12=-882/695,7-12=-2142/3990, 7-1 0=-1 601661 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 oc. 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) 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-M 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=1481, 8=1481. ;ontinued on oaae 2 �11111111/II No 39380 Thomas A. Alban] PE No.393BO MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING - Verily design pam ncit— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 10/03/2015 BEFORE USE Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17272616 1246A GR1 Hip Girder 1 n L Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:38 2019 Page 2 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-_5MoA74OZgyFO139xXbx?UE244JYZXjGFZrAT5z8z?3 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 Ib down and 260 Ib up at 7-0-0. 106 Ib down and 134 Ib up at 9-0-12, 106 Ib down and 134 Ib up at 11-0-12, 106 Ib down and 134 Ib up at 13-0-12, 106 Ib down and 134 Ib up at 15-0-12, 106 Ib down and 134 Ib up at 17-0-12, 106 Ib down and 134 Ib up at 17-7-4, 106 Ib down and 134 Ib up at 19-74, 106 Ib down and 134 Ib up at 21-74, 106 Ib down and 134 Ib up at 23-7-0, and 106 Ib down and 134 Ib up at 25-74, and 223 Ib down and 260 Ib up at 27-M on top chord, and 296 Ib down and 203 Ib up at 7-0-0, 81 Ib dawn and 20 Ib up at 9-0-12, 81 Ib down and 20 Ib up at 11-0-12, 81 Ib down and 20 Ib up at 13-0-12, 81 Ib down and 20 Ib up at 15-0-12, 81 Ib down and 20 Ib up at 17-0-12, 81 Ib down and 20 Ib up at 17-7-4, 81 Ib down and 20 Ib up at 19-7-4, 81 Ib down and 20 Ib up at 21-74, 81 Ib down and 20 Ib up at 23-74, and 81 Ib down and 20 Ib up at 25-74. and 296 Ib down and 203 Ib up at 27-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-1 76(F) 7=-176(F) 14=-296(F) 10=-296(F) 15=-106(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=-57(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=57(17) 33=57(1=) 34=-57(F) AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 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 prepedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272619 1246 A GR2 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 615:27:40 2019 Page 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-wUUZap6e5RCzecDY2xdP4vKP6tyolSsZitKHX_z8z?1 1-0.0 44:2 6-10-4 9-8-6 12-0.0 15-1-14 20-2-4 27-04 34-8-o -8-0 •0.0 4-0.0 2-10-4 2-10-4 2-3-8 3-1-14 6-10-0 7-7-12 -0.0 Scale: 3/16-=l' 46 = ST1.5x8 STP = 21 20 " 3x6 = 11 ' 11 11 16 »" - - - 14 ''� '' ST1.5x8 STP = = = 3x4 = 3x8 = 19 18 4x12 5x8 = 4x6 3x6 = 3x6 = 3x6 II 10-5-15 40-0 6-104 9-8-a 1p-40, 12-10-0 15-1-14 15y1-0 20-2-4 Z7-04 34-8-0 40-0 2-10-0 2-104 7 2.4.1 20. -2 410-0 6103 7-7-12 1 Plate Offsets (X,Y)- [12:0-3-0,Edge], [23:0-1-8,0-1-0], [25:0-M,0-1-12], [25:0-4-12,0-2-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.19 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 14-16 >996 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 204 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 23, 25, 26 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-M except (jt=length) 2=0-8-0, 12=0-8-0. (lb) - Max Horz 2=94(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-315(LC 4), 19=-238(LC 8), 18=-1043(LC 4), 12=-606(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=452(LC 19), 19=516(LC 19). 19=435(LC 1). 18=1777(LC 1). 18=1777(LC 1), 12=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/446, 34=-476/258, 4-5=-476/258, 5-6=463/758, 6-7=-422/771, 7-8=-451/346, 8-9=-466/322,9-11=-1423/864, 11-12=-1864/1212 BOT CHORD 2-21=-459/644, 20-21=-455/636, 19-20=-482/384, 18-19=-747/535, 16-18=-714/505, 14-16=-1009/1638,12-14=-1078/1709 WEBS 5-19=412/266,18-27=-1586/971,7-27=-1586/971,7-25=-935/1576,16-25=-931/1553, 16-23=-1121/761, 9-23=-1126/754, 14-22=-110/432, 9-22=-110/432, 5-20=-028/1000, 11111111!/1 j 7-26=-213/322, 11-22=-398/374 %% P's. A", NOTES- ���`r \C' E N S �• '9�i��i F•�•, �� 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., • No 39380 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) 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 building designer ANSI/TPI 1. ^ 'O as applicable, or consult qualified as per 4) Provide adequate drainage to prevent water ponding. 4& 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-M oc. 10.. �i�T 7) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. O•Q;%����� • •,0 R 1 • �,�� psf 8) : This truss has n designedr a live dof0.Opsfmembers.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide , ��i .% s1O N A� will fit between the herd other lE; 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2, 238 lb uplift at joint 19, 1043 lb uplift at joint 18 and 606 lb uplift at joint 12. Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6.634 - 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 -ontinued on oaae, 2 AwARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01-7473 rov. 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" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Oty Ply ]Truss T17272621 1246_A H1 Hip 1 1 Job Reference (optional) �• ���^a• • y, o.z4u s may io zul9 col I eK mauslnes, Inc. I nu Jun a lb:zr42 ZU19 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdzg?TU-lscJ?V7ud3ShtwNwAMgt9KPfahcbVPrsABpOctz8z?? 1-0 4-10-14 13-2-0 21-6-0 29-9-2 34-8-0 5.8 0-0 4-10-14 8-3-2 84-0 8-3-2 4-10-14 -0-0 Scale = 1:62.9 4.00 12 5x6 = 3x4 = 46 = 3x4 = 5x6 = 4 5 19 6 20 7 8 3x8 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 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 0.92 BC 1.00 WB 0.50 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Lid 0.40 14; >999 240 -0.65 14-16 >627 180 0.17 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 158 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 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 10=1330/0-8-0 Max Horz 2=61(LC 12) Max Uplift 2=-666(LC 8), 10=-666(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3162/2312, 3-4=-2905/2028, 4-5=-2682/1951, 5-7=-3461/2409, 7-8=-2682/1951, 8-9=-2905/2028,9-10=-3162/2312 BOT CHORD 2-16=-2103/2944, 14-16=-2217/3348, 12-14=-2219/3348, 10-12=-2106/2944 WEBS 3-16=-250/386,4-16=-042/736,8-12=-442/736,9-12=-250/386,5-16=-900/697, 5-14=0/281, 7-14=01281, 7-12=-900/697 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 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) i��%�pP S A. 14-7-14 to 26-8-0, Exterior(2) 25-M to 31-3-14, Interior(1) 31-3-14 to 35-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %% \�`; 44e �iI •E N '9 �• G 3) Provide adequate drainage to prevent water ponding. ��• 2� �� �,� SF•'. / �i do 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' No 39380 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 666 lb uplift at joint 2 and 666 lb uplift at joint 10. .�GR�OP����`� .,ass O N nl Thomas A. Albanl PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify dosign 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Add'dional temporary and permanent bracing MITBk• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-99 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 City Ply T17272623 1246_A H3 Hip 1 1 Job Reference (optional)' Cullaers rlrsi ocurce, rlant Idly, rL - sZooU, d'ZZ s May 1J ZU19 MI I eK InOUS[neS, Inc. I nu Jun b 1b:Z/:4b ZU19 rage 1 ID: UyCLZwZ4JTwk9yB1z1oERdz9?TU-HRHSeWAnw_gGkN5VrVDany1DSugyimlls912CBz6z_y 1-0 6-10-14 13-0-0 17-4-0 21-8-0 27-9-2 34-8-0 -8 -0-0 6-10-14 6-1-2 4-4-0 4-4.1 6-1-2 6-10-14 -0-0 Scale = 1:62.9 4.00 12 6x8 = 5x6 = 4 17 18 5 19 n v 6 ST1.5x8 STP = 14 13 " 11 9 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 2x4 II 3x8 = 3x4 = 4x6 = 6- -1 13-0-0 21-8-0 27-9-2 34-6-0 6-10-14 6-1-2 8-8-0 6-1-2 6-10-14 Plate Offsets (X,Y)- [2:0-0-2,Edge1, [4:0-4-0,0-2-61, [7:0-0-2,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 0.68 Vert(LL) 0.28 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.59 11-13 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling, directly applied or 4-1-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0.M, 7=1330/0-8-0 Max Horz 2=-84(LC 13) Max Uplift 2=-649(LC 8). 7=-649(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3166/2189, 34=-2541/1822, 4-5=-2353/1797, 5-6=-2543/1823, 6-7=-3165/2189 BOT CHORD 2-14=-1977/2932, 13-14=-1977/2932, 11-13=-1495/2351, 9-11=-1981/2932, 7-9=-1981/2932 WEBS 3-13=-624/512,4-13=-141/472, 5-11=-142/472,6-11=-622/511 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 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 21-8-0, Exterior(2) 21-8-0 27-3-14, Interior(1) 27-3-14 35-8-0 left `��{1111111/1j� to to zone; cantilever and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 % •••• E 3) Provide adequate drainage to prevent water ponding. ♦♦♦��. ••gip N J V 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 39380 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift at joint 2 and 649 lb uplift at `� joint 7. �1Z • Thomas A. Alban) PE No.39380 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 mv. 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• 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 Oty Ply T17272624 1246 A H4 Hip 1 1 Job Reference (optional) umiaers rlrst oource, rlant ldty, rL - OZODD, ts.z4u s May i3 zuiv MI I eK Inauslrles, Inc. I nu Jun b la:Zt:4b zul8 rage l ID:UyCLZwZ4JTwk9yB1zloERdzg?TU-IergrsAPhHy7MXgiPCkpJAaLEIzeR57R5pnbkez8z x �1-0-Q 7-10-14 15-0-0 19-8-0 26-9-2 34-8-0 aS-B-Q 1-0-0' 7-10-14 7-1-2 4-8-0 7-1-2 7-10-14 0•0 N 6 O 4.00 12 5x6 = 5x6 = 5 6 3x8 = 2x4 II 4x6 = 3x4 = 2x4 II 3x8 = 3x4 = 4x6 = 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 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Harz 2=96(LC 16) Max Uplift 2=-637(LC 8), 9=-037(LC 9) Scale: 3/16'=l' CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.87 Vert(LL) -0.51 14-16 >808 240 MT20 244/190 BC 0.99 Vert(CT) -0.73 11-13 >556 180 WB 0.99 Horz(CT) 0.15 9 n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -A([ forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3131/2107, 3-5=-2313/1645, 5-6=-2121/1608, 6-8=-2313/1645, 8-9=-3131/2107 BOT CHORD 2-16=-1892/2897, 14-16=-1892/2897, 13-14=-1276/2121. 11-13=-1897/2897. 9-11 =-1 897/2897 WEBS 3-16=0/319,3-14=-939/660,5-14=-193/440,6-13=-193/440,8-13=-939/660,8-11=0/319 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-", Interior(1) 3-0-0 to 15-0-0. Exterior(2) 15-" to 25-3-14, Interior(1) 25-3-14 to 35-8-0 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 2 and 637 lb uplift at joint 9. A. .♦♦♦pAQ i No 39380 0�� Thomas A. Albanl PE ND:39380 MTek 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 rov. 10/0312015 BEFORE USE. ' Oesign valid for use only with MiTekOO 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 Mi iT ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272625 1246_A HS Hip 1 1 Job Reference (optional) f3wiciers First Source, want GI[y, I-L - JZbbb, d.Z4U S May 1J ZUIy MI I eK Inaustnes, Inc. I nu Jun o io:Zt:4t zuiv rage 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-DgPC2CB1Sb4zzhFuzwF2sN6aOiJuAfPbJTW9G4z8z_w -1-0-0, 6-3-13 11-9-15 17.0-0 17,-8-p 22-10-1 , 28-4-3 1 _ — _ 34-8.0 -0-0 61 13 5-6-1 5-2-1 0-8- 5-2-1 5.6-1 8-3-13 -0-0 Scale: 3/16'=1' 5x6 =5x6 = 4.00 12 6 7 Ich 6 ST1.5x8 STP = 1O 1 1 16 15 11 " ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x4 = 4x6 = 3x4 = 3x8 = 3x4 = 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 CSL TC 0.61 BC 0.99 WB 0.54 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.28 16-18 >999 240 -0.48 16-18 >841 180 0.15 11 n/a file PLATES GRIP MT20 244/190 Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0.8-0, 11=1330/0-8-0 Max Horz 2=108(LC 16) Max Uplift 2=-624(LC 8). 11=-624(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/2002, 3-5=-2865/1846, 5-6=-2063/1447, 6-7=-1904/1406, 7-8=-2063/1447, 8-10=-2865/1846,10-11=-3137/2002 BOT CHORD 2-18=-1802/2920,16-18=-1471/2422,15-16=-1035/1904.13-15=-1475/2422, 11-13=-1806/2920 WEBS 8-15=-677/551, 8-13=-162/489, 10-13=-316/321, 5-16=-677/551, 5-18=-162/489, 3-18=-3161321, 6-16=-297/481, 7-15=-297/481 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; h=15ft; Cat. 11; Exp C; Encl., ,,11111111111j� (3-second gust) ♦,♦�,w tn� Pg A. ice, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-M, Interior(1) 3-0-0 to 17-M, Exterior(2) 17-0-0 to 23-3-14, Interior(1) 23-3-14 35-M left left for forces `♦ Off` •........�e '.r E N S'•. q �� to zone; cantilever and right exposed ; end vertical and right exposed;C-C members and ,..% ,•''� Ci = F ••, v� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 39380 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-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 624 lb uplift at joint 2 and 624 lb uplift at '0 joint 11. j � �; . 0•, i ,0R1, •'\% Thomas A. Albanl PE No.39380 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 M71-7473 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tmss,web and/or chord members only. Additional temporary and permanent bracing Mewis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-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 T17272626 1246 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 15:27:48 2019 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-hOzaGYCfDvCgbrg4 WdmHPbflm6f9v6ykY6Gip Wz8z_v 0. 6-3-13 111 9-15 16-10.8 17-9-5 22-10-1 28-4-3 6-3-13 5-6-1 5-0 5-6-1 6-3-13 -0-0 Scale: 3116'=l' 4.00 12 5x6 = 5x6 = 6 7 3x8 = 3x4 = 4x6 = 3x4 =3x4 = 4x6 = 3x4 = 3x8 = 9.0-14 16-10-6 1 -9- 25-7-2 34-8-0 9-0-14 7-9-10 0-11- 7-9-10 9-0-14 Plate Offsets (X,Y)— [2:0-0-6,Edge], [11:0-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 0.61 Vert(LL) 0.28 16-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 16-18 >846 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0.M.11=1330/0-8-0 Max Horz 2=108(LC 12) Max Uplift 2=625(LC 8), 11=-625(LC 9) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/2011,3-5=-2865/1854,5-6=-2074/1460,6-7=-1916/1417,7-8=-2074/1460, 8-1 0=-2865/1854, 10-11 =-3137/2011 BOT CHORD 2-18=-1811/2921, 16-18=-1477/2421, 15-16=-1049/1916, 13-15=-1481/2421, 11-13=-1814/2921 WEBS 8-15=-671/546, 8-13=-162/488,10-13=-316/322,5-16=-671/546,5-18=-162/488, 3-18=-316/322, 6-16=-293/481, 7-15=-293/481 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 16-10-8, Exterior(2) 16-10-8 to 23-5-6. Interior(1) 23-5-6 to 35-8-0 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-" 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 625 lb uplift at joint 2 and 625 lb uplift at joint 11. ', �0 • � C E N S 92��� No 39380 S � Thomas A. Albanl PE No.39380 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 M I-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 inwiporate 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272627 1246_A H7 Hip 1 1 Job Reference (optional) rsunuers rust acurce, riant tery, rL- oZ000, o.wu s may io cu is mi ieK muustnes, mc. inu dun o io:c r:ve cu is rage i ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-9DXyTuDH_CLhD?PH4KIWxoCskV?FeSGunm?FLzz8z—u 1-0 1-10-2 14-10-8 19-9-8 26-9-14 34-8-0 -8- Mo 7-10-2 7-0-6 4-11-0 7-0-6 7-10-2 -M � 1 6 4.00 12 5x6 = 5x6 = 5 6 Scale: 3/16-=l' ST1.5x8 STP = 16 — 14 13 11 ST1.5x8 STP = 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 2x4 11 3x8 = 3x4 = 3x8 MT20HS = Plate Offsets (X,Y)— [2:0-0-2,Edge], [9:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.51 14-16 >792 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.74 14-16 >553 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 5-0: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 5-4-4 oc bracing: 13-14. 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Horz 2=95(LC 16) Max Uplift 2=-638(LC 8), 9=-638(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3134/2117, 3-5=-2327/1657, 5-6=-2135/1620, 6-8=-2327/1657, 8-9=-3134/2117 BOT CHORD 2-16=-1902/2899, 14-16=1902/2899, 13-14=-1291/2135, 11-13=-1907/2899, 9-11=-1907/2899 WEBS 3-16=0/314,3-14=-931/656,5-14=-190/443,6-13=-190/443, 8-13=-931/655, 8-11=0/314 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) A-0-0 3-M, Interior(1) 3-0-0 14-10-8, Exterior(2) 14-10-8 25-5-6, `,1111111'1/111' ��? (envelope) and to to to ,**0'wnNS A. q 4e Interior(1) 25-5-6 to 35-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & I ,� O`v` • ' MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %� V\ SF•••, w� �� 3) Provide adequate drainage to prevent water ponding. �� 4) All plates are MT20 plates unless otherwise indicated. No 39380 5) This truss has been designed fare 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'RThis 6) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 2 and 638 lb uplift at 'O joint 9. i • Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.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 ANS11TPIi 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 T17272631 1246_A HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2.83 12 3x4 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:52 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-aoD56vFAG7jG4S8dTrDZRgU9jCprl3KTkEwyHz8z_r 5-7-2 5-7-2 Scale = 1:13.6 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 2-4 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 10-0-0 oc bracing. REACTIONS. (lb/size) 3=124/Mechanical, 2=257/0-8-0, 4=41/Mechanical Max Horz 2=88(LC 4) Max Uplift 3=-109(LC 8), 2=-262(LC4), 4=-61(LC 4) Max Grav 3=124(LC 1), 2=257(LC 1), 4=95(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 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 109 lb uplift at joint 3, 262 lb uplift at joint 2 and 61 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ib 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 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, and 20 lb down and 47 lb up at 4-2-15, and 20 lb down and 47 lb up 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, 24=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) 7=-2(F=-1, B=-1) %`�PS' A11A�"Fe�i i ? No 39380 lo oo.�t % Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 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 hall 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 T17272632 1246_A HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) euucers rust source, rlant l,ay, r-L - a4000, ST1.5xB STP = 0'. "u s may 10 zu I mi I ex Irloubules, MU, I ❑u sun o 10;4f D°I Lu I rage I I D: UyC LZwZ4JTwk9yB 1 zl oERdz9?TU-WAKrWbGQolz_Jm HElutiesvtl WvyJxZdw2j00Az8z_p LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(L-) -0.01 24 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 24 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=90/Mechanical, 2=211/0-3-14, 4=22/Mechanical Max Horz 2=71(LC 4) Max Uplift 3=-77(LC 8), 2=-209(LC 4), 4=-35(LC 4) Max Grav 3=90(LC 1), 2=211(LC 1), 4=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.0 PLATES GRIP MT20 244/190 Weight: 15 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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-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 77 lb uplift at joint 3, 209 lb uplift at joint 2 and 35 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64lb down and 32 lb up at 1-0-15, and 64 lb down and 32 lb up at 1-0-15 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, 2-0=-20 Concentrated Loads (lb) Vert: 5=55(F=28, B=28) n 6 ,,`�111111'Iflfit ,,`�0ONSA'4 No 39380 O•• F ••�' 40 s,0NA„���`� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A wARN/NG- Verify design p-ters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev. 1ar0312015 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 176T904Parke k• is atways 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component East Blvd. Satetylntormation available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandria, VA 22314. 36610 Job Truss Truss Type City Ply T17272637 1246_A T5 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2-10-8 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 615:28:00 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-LKh7neLBObj7lhlODS_6u79vnxxljGVJ_ALEgzBzJ .— 1`77- Scale = 1:11.1 6 2x4 11 $T1.5x8 STP = 2-10-8 4-0-0 2-10-8 1-1-8 Plate Offsets (X,Y)— f2:0-3-0,Edgej LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Wen Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5.6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 5.6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 18 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=140/0-8-0, 3=29/Mechanical, 4=112/Mechanical Max Horz 6=44(LC 9) Max Uplift 6=-64(LC 8). 3=-25(LC 8), 4=-45(LC 12) 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) 0-1-12 to 2-10-8, Interior(1) 2-10-8 to 3-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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. 11111/li� 5) Refer to girder(s) for truss to truss connections.S 10111 A. p;... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64.Ib uplift at joint 6, 25 lb uplift at joint 3 • ;q�e Ng and 45 lb uplift at joint 4. ,���� .•'� G E 0 No 39380 -41 .O N XI Thomas A. Albanl PE No.39380 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 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 ANSI/Mil 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 Qty Ply T17272638 1246_A T6 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:28:01 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-pWFV_Mp9ur frKansVLQKh4MLJpS5nfXevumGz8z i 1-10-8 2-10-8 Scale = 1:12.6 4.00 12 f 2x4 11 4x6 = ST1.5x8 STP = 1-10-8 1-10-8 4-9-0 2-10-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a nla BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=165/0-8-0, 4=165/0-5-0 Max Horz 6=90(LC 9) Max Uplift 6=-77(LC 8), 4=-81(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-3261298 WEBS 1-5=-2201268, 2-4=-264/298 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) 0-1-12 to 1-10-8, Interior(1) 1-10-8 to 4-7-4 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) Provide adequate drainage to prevent water ponding. 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 fit between the bottom will chord and any other members. ,�,` PS A �e 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 6 and 81 Ito uplift at `% O� Imo, �E'9A_ joint 4. i ���•�\G S` •'�'v� No 39380 : 0 OR1 E�0�,, 11 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING- Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek®oonnectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1/16n For 4 x 2 orientation, locate plates 0- '/+s" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPl1: 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 [CC -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 mm W1 '$0 M!Tek 0 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 ANSI/TPI 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/TPI 1 Quality Criteria.