Loading...
HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END FILE COPY 1602 ►NDUSTRL4L PARK DR PLANT CITY FL Phone: (813) 759-5922 - Fax: (813) 752-1532 http:/AwAv.bldr.com uenerativuxes: - Per ANSI/TPI 1-2007 all "Truss to Walll connections are the responsibility of. the I 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 bri Do not cut or modify trusses without firs contacting Builders FirstSource. - Immediately contact Builders FirstSourc trusses are damaged. Connection Notes- - All hangers are to be Simpson or equivz U.N.O. I - Use Manufacturer's specifications for all connections U.N.O: - Use 10d x 1 1/2" Nails in hanger tonnes single ply roof girder trusses. Floor Truss Notes: —Shift truss as required to avoid plumbin - Installation Contractor and/or Feld Sup are to verify all dimensions, trap location options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dime ENCLOSED BUILD] (COND. 1)(CAT. 11) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: i PSF BCLL: 10 PSF BCDL: 10 PSF DURATION: 1-25 Only reac.btns greater than 5,000 lbs & uplift. greater than 1,000 lbs are noted on the amiss placement page Wade JurneY Ho" 40 =1400 Elevation B Lot SWng Right 2 Car. Garage Designed By: OG Layout: 40_1400_8 2CAR_GR_I AY bate: 01J?9/18 Revision tfistory: Ravi: Rev?: Rev3: ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established -by -others— — MiTek RE: 40_1400_13_2CAR - MiTek USA, Inc. Site Information: 6904-Parke-East-Blvd :-- Customer Info: Wade Jurney Project Name: 40_1400_B -Model: 40_1400_B Tampa, FL 33610-4115 Lot/Block: XX Subdivision XX Address: City: XX State: FL Name Address and License # of Structural Engineer_ofRecord,Jf there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss. Design Drawings Show Special Loading Conditions): ---- ----. ---. - -- --- .-- Design .Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 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. I Seal# ITruss Name I Date No. Seal# Truss Name Date 1 IT13151729 JAI 2/6/18 18 T13151746 1 H3A 2/6/18 • 12 I T13151730 I A2 12/6/18 119 I T13151747 I H4 12/6/18 I 13 1T13151731 IA3 12/6/18 120 1T13151748 I H5 12/6/18 I 14 I T13151732 ICJ 1 12/6/18 121 I T13151749 I HJ 1 12/6/18 I 15 IT13151733 I CJ3 12/6/18 122 I T13151750 I HJ2 1216/18 I 16 I T13151734 I CJ5 12/6/18 23 I T13151751 I HJ3 12/6/18 I 17 _ I T13151735 I EJ2 12/6/18 124 I T13151752 I T1 12/6/18 I 18 I T13151736 I EJ4 12/6/18 I25 I T13151753 I T2 12/6/18 19 IT13151737 I ER 12/6/18 I I I — — -- .--- -- ---- — — 110 IT13151738 I GR1 12/6/18 111 I T13151739 I GR2 12/6/18 112 IT13151740 IGR3 I2 /18 —I 113 IT13151741 I H1 1216/18 I 114 • 1T13151742IH1A 1216/18 I 115 I T13151743 I H2 12/6/18 I 116 I T13151744 I H2A 12/6/18 I 117 I T13151745 I H3 12/6/18 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: Finn, Walter My license renewal date for the state. of Florida is February 28, 2019 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 ANSUTPI 1, Chapter 2. ,`,,11►111181j1'r, �%% / i ENS�.; L.�i�'. 839 : •STATE 111111111 Water P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Finn, Walter February 6,2018 IofI Job Truss Truss Type City Ply T13151729 40_1400_B_2C,�R, a, Al Common 7 1 %Job Reference (optional) -tiujiaers NirstSource, F9ant Glty, FL 33bbb 11-0-q 6-7-7 ----- �---- - - 12-5 1 - - — -- 18-2-1 u7 6 6-7-7 5-9-11 5-9-11 5-9-11 5x6 = 4.00 12 6 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Feb 6 09:09:54 2018 Page 1 5-9-11 6-7-7 3x4 = 06 = 3x8 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.30 14 >999 240 TCDL 7.0 Lumber DOL . 1.25 BC 0.82 Vert(CT) -0.55 14-16 >782 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 `Except" BOT CHORD 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 10=1400/0-3-8 Max Horz 2=116(LC 16) Max Uplift 2=644(1_C 8), 10=-644(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3435/2237, 3-5=-3119/2010, 5-6=-2169/1516, 6-7=-2169/1516, 7-9=-3119/2010, 9-10=-3435/2237 BOT CHORD 2-16=-2002/3211, 14-16=-1573/2621, 12-14=-1592/2621, 10-12=1983/3211 WEBS 6-14=629/1048, 7-14=-770/623, 7-12=-239/550, 9-12=-378/417, 5-14=-770/623, 5-16=-239/550, 3-16=-378/417 Scale = 1:61.7 PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 cc purlins. Rigid ceiling directly applied or 4-3-6 cc 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-2-12, Exterior(2) 18-2-12 to 24-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=644, 10=644. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. JSR 1P., ENS",. ti4, No 22839 ..-�3; ���:• OF :�1J % o`� ff1111111 Walter R Finn PE No.22839 Mi fek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33616 Date: February 6,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T13151730 40_1400_B_2&� R ,R, A2 Common 1 1 f Job Reference (optional) 6uilc)erg FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:54 2018 Page 1 ID:aUnBFG?l ODngGdWvpXLGZczgRJj-68QaL_J_l GKkFAwDoryYlMn4x?SpHiblys?kNbznvGx 1-0-0 4-8-0 8-6-4 16-4-0 1-0-0 4-8-0 3-10-0 -- -- -- — - -- --7-9-12 3 Scale=1:28.4 4x6 = 3x4 % 4x6 = 8 3x4 = 7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud TCLL 21 Plate Grip DOL 1.25 TC 0.68 Vert(ILL)0.12 2-8 >887 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.24 2-8 >430 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 PLATES GRIP MT20 244/190 Weight: 65 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-9-8 except Qt=length) 5=0-3-8, 6=0-3-8. (lb) - Max Horz 2=64(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 5, 6 except 2=-185(LC 8), 8=-269(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 5, 6 except 2=308(LC 23), 8=653(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/306 BOT CHORD 2-8=-234/260 WEBS 3-8=422/462, 4-8=-391/428 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 Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-6-4, Exterior(2) 8-6-4 to 14-6-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=1b) 2=185, 8=269. ,&WARNING -Verity 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 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 andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, e♦�� �P � � E N S �'�N ��i No 22839 O : AO F : ��[/ ��it��•CORIQP'•N��♦ ��i SS ..... • �C? % Walter P. Finn PE Nc,22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 ,lob Truss Truss Type City Ply T13151731 40_1400_B 2CAR,,, A3 Common 1 1 + Job Reference (optional) �uilderslFirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:55 2018 Page 1 I D:aUnBFG71 ODngGd WvpXLGZczgRJj-aLyZKKccaSbtKVPMYUnIZKFIPmjO71 BB WIIvl znvGw 1.0-0 4-8.0 8-6-4 16-4-0 1-0-0 4-8-0 3-10.4 7-9-12 I O Scale = 128.4 4x6 = 3x4 = 3x4 = 3x4 = 6 4x6 = 2x4 N- i 6-2-12 11-7-12 16.4-0 6-2-12 5-5-0 4-8-4 Plate Offsets (X.Y)— r2:0-3-2.Edgel. [5:0-0-0.0-10-0.0-1-9�5:0-2-1.0-9-1212-1.0-9-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 5-6 >904 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.08 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (lb/size) 2=481/0-3-8, 5=118/0-3-8, 6=65010-3-8 Max Horz 2=64(LC 12) Max Uplift 2=-269(LC 8), 5=-92(LC 13), 6=-229(LC 8) Max Grav 2=481(LC 1), 5=155(LC 24), 6=650(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-806/692, 3-4=-617/550, 4-5=-128/265 BOT CHORD 2-8=-596/726, 6-8=-237/347 WEBS 3-8=-262/316,4-8=-200/381, 4-6=-704/618 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., 11111 1 111'r GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-6A, Exterior(2) 8-6-4 to 14-6-4 zone; ,,-.`� '(ER P. /�A cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Wee.. ��`�P\:• ••'E • • • •,.. 1 'Y Lumber DOL=1.60 plate grip DOL=1.60 � �•��Ci 4. ,, • •• 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 : No 22839 •� 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) 5 except Qt=lb) 2=269, 6=229. •� 0 OF ; ��: ;;�� N Ak-.�`. 111n 1111E? Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with WeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not Mal 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 IVIiTek' 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 ANSIRPI1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 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 T13151732 40 1400_B_2CAR„ CA Corner Jack 10 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:56 2018 Page 1 ID:aUnBFG?10DngGdWvpXLGZczgRJj-2XYLmgLEZuaSUU4bwF?OmsZTpLuIeXKPAUrSTznvGv -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 >999 240 MT20 2441190 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 FBC20171TPI2014 Matrix-P Weight: 5lb 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 N6.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=101Mechanical 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=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=135. 111111't ,,J%J11R , G•E N .-** No 22839 :*Z OF �'i t�si • O R I •• �?� �� �•,���S��N A; • Wafter R Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 101032015 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 iviiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply • T13151733 40_1400_B_2CAR.r CJ3 Corner Jack 6 1 Job Reference (optional) builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:56 2018 Page 1 ID:aUnBFG? 1 ODngGd WvpXLGZczgRJj-2XYLmgLEZuaSU U4bwF?OmsYupKxleXKPAUrSTznvGv -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-58(LC 12), 2=-130(LC 8) Max Grav 3=63(LC 1), 2=178(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;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 except Qt=lb) 2=130. .JER P,11*���i No 22839 :�O '• G F : �v�.• ON AL Walter R Finn PE No.22839 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev. 10/032015 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 andfor chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSIlrPl1 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T13151734 40_1400_8_�CAR., CJ5 Corner Jack 4 1 ' Job Reference (optional) Builder3 FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:57 2018 Page 1 ID:aUnBFG?l ODngGd WvpXLGZczgRJj-Wj6j_OLsKBiJ6efoTzW FN_PdHDd7U5mTegEO_WznvGu -1-0-0 5-0-0 1-0-0 5-0-0 rl0 3x4 = Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 24 >909 180 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: 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=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-108(LC 12), 2=-153(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(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;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 fog 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) 4tt1 11/l#,,, 3=108,2=153. ^(ER P, No 22839 pRA l� N A` Wafter R Finn PE N0.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 WARN/NO -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 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 M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterla, 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 T13151735 40_1400_B' 2CAR,, EJ2 Jack -Open 7 1 Job Reference (optional) Ruilderb,FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:57 2018 Page 1 ID:aUnB FG? 1 ODngGd WvpXLGZczgRJj-Wj6j_OLsKBiJ6efoTzWFN_PkxDhbU5mTegEO_wznvGu 1-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 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 FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=30/Mechanical, 2=147/0-3-0, 4=18/Mechanical Max Horz 2=56(LC 8) Max Uplift 3=-32(LC 12), 2=-153(LC 8), 4=25(LC 8) Max Grav 3=30(LC 1), 2=147(LC 1), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.8 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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) 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 atjoint(s) 3, 4 except Qt=lb) 2=153. ♦�4jV%J R 111p 11114 :♦` GENS�..?i moo'.: No 22839 % Walter R Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. u*R 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 end/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply T13151736 40_1400_B_2CAR,, EJ4 Jack -Open 8 1 Job Reference (optional) Puilders.FirstSource,. Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:58 2018 Page 1 I D:aUnBFG? 10DngGdWvpXLGZczgRJj-_wg5BMMU5VgAkoE_i gl UwCyrjd?6DYOdtUzyW MznvGt -1-0-0 4-0-0 1-0-0 4-0-0 Scale=1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.17 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/TPI2014 Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=93/Mechanical, 2=212/0-3-8, 4=38/Mechanical Max Horz 2=88(LC 8) Max Uplift 3=-84(LC 12), 2=141(LC 8) Max Grav 3=93(LC 1), 2=212(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=15R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exte6or(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=141. • No 22839 11X O F : �4/ �40.- Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke last Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIl-7473 rev. f 0/03/2015 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 ANSI/TPI1 Quality Criteria, OSS-69 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 T13151737 40_1400_B_2CAR. EJ7 Jack -Open 13 1 Job Reference (optional) Biiildef s FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:09:58 2018 Page 1 ID:aUnBFG?lODngGdWvpXLGZczgRJj_wg5BMMU5VgAkoE_lg1UwCyigduKDYOdtUryWMznvGt 1-0-0 7-0-0 1-0-0 7-0-0 I 3xS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.14 2-4 >567 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.21 24 >397 180 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-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=166/Mec6anical, 2=318/0-3-8, 4=81/Mechanical Max Harz 2=138(LC 8) Max Uplift 3=-135(LC 12), 2=-179(LC 8), 4=-1 (LC 12) Max Grav 3=166(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 2441190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 5-0-0, Interior(1) 5-0-0 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 lb uplift atjoint(s) 4 except Qt=lb) 3=135, 2=179. :. • ,.��GENg�.,�i ���I No 22839 411 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 6,2018 ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-T473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MfTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-69 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 T13151738 40_1400_B_2CAR GR1 Hip Girder 1 Job Reference (optional) Builder's FirstSource, Plant City, FL 33566 8.13U S Sep 1b "LU1 t MI I eK Industries, Inc. I ue t-eD ti UU:1 U:U1 2U1tf Page 1 I D:aU n B FG? 1 O DngG d WvpXLGZczg RJj-PV LEp N ON OQCIb FyZipa BYgZDe gsyQh i3ZS Cc7hznvGq 1-0- 7-0-0 14-54 22-0-4 29-5-8 36-5-B 7-5- -- - — - 1-0-0 7-0-0 7-5-4 7-7-0 7-54 7-0-0 -0-0 Scale = 1:62.7 NAILED Special NAILED NAILED NAILED NAILED Special 4.00 12 7x10 = 2x4 II 5x8 = 4x6 = 7x10 = NAILED NAILED NAILED NAILED NAILED NAILED 3 14 15 16 4 17 18 195 20 21 6 22 23 24 7 V r; n N I�l 3x8 = 13 25 26 27 1228 29 30 31 32 11 33 34 35 1D 3x8 = 2x4 II NAILED NAILED 6x12 MT20HS = NAILED 6x12 MT2OHS = NAILED NAILED 2x4 I Special NAILED NAILED NAILED NAILED NAILED NAILED Special LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.84 BC 0.80 WB 0.90 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Ildefl Ud 0.85 11-12 >512 240 -1.19 11-12 >364 180 0.21 6 n/a n/a PLATES MT20 MT20HS Weight: 355 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 3-6-14 cc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-15 cc bracing. BOT CHORD 2x4 SP No.1 *Except* 11-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2907/0-3-8, 8=290710-3-8 Max Horz 2=-48(LC 13) . Max Uplift 2=-1597(LC 4), 8=-1597(LC 5) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8228/4394, 34=-12089/6543, 4-6=-12087/6541, 6-7=-12075/6537, 7-8=-8230/4395 BOT CHORD 2-13=-4l l5f7736, 12-13=-4100/7693, 11-12=-6424/12073, 10-11=4058/7694, 8-10=407277738 WEBS 3-13=233/758, 3-12=-2524/4726, 4-12=-977/767, 6-11=-9891771, 7-11=-2518/4711, 7-10=-233/760 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: ,,��1��� Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 cc. ,♦♦ -DER p �jL� Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. ,♦ ``Q� • •. • • • . Webs connected as follows: 2x4 -1 row at 0-9-0 cc. "I� `♦♦ Vv .• �G E N S ••.• y �i� 2) All loads are considered equally applied to ail 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. No 22 839 ••� 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. : •. OF •�/ 6) All plates are MT20 plates unless otherwise indicated. ' 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 0 '. �� �i�'� Q;� 8)' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 e •. O 1 Q ��♦♦� R� a of on chord all areas where a rectangle wide will fit between the bottom chord and any other members. � •. `� ♦,♦ 4►� �.,,10 N 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) fill %%it% • 2=1597, 8=1597. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Walter P. Finn PE No.22839 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)161 lb down and 168 lb up at MiTek USA, Inc, FL Cert 6634 7-0-0, and 161 lb down and 168 lb up at 29-5-8 on top chord, and 449 lb down and 284 Ib up at 7-0-0, and 449 lb down and 284 lb 6904 Parke East Blvd. Tampa FL 33610 up at 294-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: February 6,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/032015 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 Doi' 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 iTek' is atways 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 ANSIrrPI1 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 2.2314. Tampa, FL 36610 Job ITruss ITruss Type T13151736 1400_13-,2CAR IGR1 IHip Girder rs FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:01 2018 Page 2 I D:a U n B FG?l OD ng Gd WvpXLGZczg RJj-PVLEp N O N OQCIb FyZipaBYgZDegsyOh i 3ZSCc7hznvG q 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=-112(B) 7=-112(B) 13=449(B) 10=449(B) 14=-112(B) 15=-112(B) 16=-112(B) 17=-112(B) 18=-112(B) 19=-112(B) 20=112(B) 21=-112(B) 22=-112(B) 23=-112(B) 24=-112(B)25=-61(8)26=-61(B)27=-61(B)28=-61(B)29=-61(8) 30=-61(8)31=-61(B)32=-61(B)33=-61(13)34=-61(B)35=-61(B) WARN/NG - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeW connectors. This design Is based only upon parameters shown, and is for an individual buildingcomponent. not - r �j No a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek' 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 ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 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 T13151739 40_1400_B.7CAR GR2 GABLE 1 1 ' Job Reference (optional) . Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:10:03 2018 Page 1 ID:aUnBFG710DngGdWvpXLGZczgRJj-LtT E3QdwlSSgZ6xgEdfdFfiWeZ8unrMOmhjBZznvOo 1-0-0 4-8-0 8-64 124-8 17-0-8 18-0-8 1-0-0 4-8-0 3-10.4 3-104 4-8-0 1-0-0 Scale = 1:30.5 4x6 = 3x6 = NAILED NAILED NAILED NAILED 5x8 = NAILED NAILED NAILED NAILED 3x6 = NAILED i 8-6-4 i 17-0-8 8.6.4 8-6-4 Plate Offsets tX.YI—110:04-0.0-3-01.111:0-0-2.0-241,[12:0-0-2.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.14 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 94 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 64-14 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=653/0-3-0, 8=653/0-3-0 Max Horz 2=58(LC 8) Max Uplift 2=455(LC 4), 8=465(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1376/875, 34=1304/846, 4-5=-990/623, 5-6=-990/624, 6-7=-1304/842, 7-8=-1376/895 BOT CHORD 2-10=824/1272, 8-10=792/1272 WEBS 10-13=252/405, 5-13=252/405, 10-12=308/262, 6-12=-360/303, 4-11=-360/303, 10-11=-308/254 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., ,�1�����//1// GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip ����` -DER P, , 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 ��� v :.• G E IN S �•.•�L ���� V F Gable End Details as,applicable, or consult qualified building designer as per ANSUTPI 1. �� 4) All plates are 2x4 MT20 unless otherwise indicated. No 22839 •� 5) Gable studs spaced at 2-0-0 Do. * 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 ► k::O�F will fit between the bottom chord and any other members. 8) Provide truss to bearing 100 lb uplift i •. 44/ mechanical connection (by others) of plate capable of withstanding at joint(s) except Qt=lb) i 0 2=455, 8=465. 9) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 'o ;<t� • ( Q ����� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j `s • 0 R , • v' i`,S,�ON A� E o% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Walter R Finn PE No.22839 Vert: 1-5=54, 5-9=-54, 2-8=-20 Mfrek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 16=29(F) 24=29(F) Date: February 6,2018 ® 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 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 iii��.YYY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWPI1 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 T13151740 40 1400 B.2CAR GR3 GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:05 2018 Page 1 ID:aUnBFG? 10DngGdWvpXLGZczgRJ]-HGbkflRtSfiA3tGKxef7igku7RBiMV2fU4ApGSznvGm 1-0- 8-3-5 15-8-14 21-7-6 27-5-13 29-11-10 32-5-0 W-5-8 7 1-0-0 8-3 5 7-5-9 5 10-7 5-10-7 25 14 2-5-14 4-0-0 -0-0 Scale=1:64.7 4.00 12 5x6 = 3x6 4x6 3x4 4 6 NAILED NAILED 3x4 = NAILED NAILED 3 34 7xio = 6x12 MT20HS = 22 21 7 8 9 NAILED ij — i „ 12 1^ _ 5x12 = 19 18 17 37 38 16 39 40 41 15 42 14 43 13 5x12 = 5x8 = 5x8 = NAILED 8xl4 MT20HS = NAILED NAILED 5x12 = NAILED NAILED NAILED NAILED NAILED NAILED i 8-3-5 15-8-14 21-7-6 27-5-13 29-11-10 32-5-8 36-5.8 i 8 3 5 7-5-9 5 10-7 5-10-7 2-5 14 2-5-14 Plate Offsets (X,Y)— [2:0-3-3,Edge], [8:0-4-12,0-4-8], [10:0-6-0,0-1-11], [11:0-3-3,Edge], [16:0-7-0,0-4-8], [21:0-0-6,0-1-12], [21:0-1-12,0-0-0], [21:0-3-12,0-2-8], [32:0-1-14 .0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.78 15-16 >560 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.10 15-16 >396 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor NO WB 0.94 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 251 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except* 5-8,8-10: 2x6 SP No.2, 10-12: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-16,8-14,10-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1618/0-3-8, 11=1842/0-3-8 Max Horz 2=-101(LC 28) Max Uplift 2=-827(LC 4), l l=-1011(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 1 Row at midpt 6-21, 8-16 JOINTS 1 Brace at Jt(s): 21, 22 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4144/1991, 3-5=3184/1634, 5-6=-3098/1591, 6-7=-5191/2764, 7-8=-5865/3098, 8-9=-7503/3979, 9-10=-7503/3979, 10-11=5077/2651 BOT CHORD 2-19=-1868/3869, 17-19=-1868/3869, 16-17=-2689/5303, 15-16=-4805/9241, 14-15=-4831/9266, 13-14=2468/4801, 11-13=-2457/4798 WEBS 3-19=0/327, 3-22=969/570, 17-22=-784/515, 17-23=-818/1627, 5-23=819/1629, 17-21=2339/1415, 6-21=-2401/1454, 16-20=-723/1349, 6-20=-714/1333, B-16=-3717/1995, 8-14=1959/1044, 10-14=-1590/3019, 7-20=-694/358, 20-21=-290/149, ° 21-23=-361/187 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; BGoL=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) 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 ANSUTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 cc. S) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=827,11=1011. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. jell P. No 22839 CC OF ,1111111114 N A1104 Waiter P. Finn PE No.22839 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 6,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101032015 BEFORE USE ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i�niTek' 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 Crlterla, 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 dob Truss Truss Type Qty Ply T13151740 40 1400 B 2CAR GR3 GABLE 1 1 Job Reference (optional) • Builddrs FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:05 2018 Page 2 I D: aU n B FG11 O D ng G d W vpXLGZczq RJj-H Gbkfl RtSfiA3tG Kxef7 i gku7RBiM V2fU4ApGSznvGm LOAD CASE(S) Standard i) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-54, 5-8=-54, 8-10=-54, 10-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 8=-39(F) 10=-55(F) 15=-18(F) 13=13(F) 34=39(F) 35=-39(F) 36=-39(F) 37=-91(F) 38=-91(F) 39=-91(F) 40=-91(F) 41=-18(F) 42=-18(F) 43=-18(F) ® WARNING - Verify design parameters_ and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not e� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall i•� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Crlterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T13151741 40_1400_9 2CAR H1 Hip 1 1 Job Reference (option 1 Build6rs F.irstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:10:06 2018 Page 1 ID:aUnBFG71 ODngGdWvpXLGZczgRJj-IS96s5SVCyg1 hOrWVMAMEuH6YrZs54pojkvNouznvGl 1-0- 4 10-14 9 0-0 15 1-13 21-3-11 27-5 8 31 6-10 36-5 8 7-5- 1-0.0 4-10-14 4-1-2 6-1-13 8-1-13 6-1-13 4-1-2 4-10-14 -0-0 5x6 = 4.00 12 3x4 = 3x4 = 4x6 = 5x6 = Scale = 1:62.7 3x8 = 16 15 14 13 12 3x8 = 3x8 = 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 9-0-0 9-2-12 9-2-12 9-0-0 Plate Offsets (X.Y)— (2:0-4-0 Edge], f7:0-3-O.Edoel. f10:0-4-O.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vclefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.49 14 >879 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.81 14-16 >538 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.33 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-12 REACTIONS. (lb/size) 2=1400/Q-3-8, 10=1400/0-3-8 Max Horz 2=61(LC 16) Max Uplift 2=-692(LC 8), 10=-692(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2669, 3-4=-3216/2327, 4-5=-298212237, 5-6=-3982/2890, 6-8=2981/2237, 8-9=-3215/2327, 9-10=-3506/2669 BOT CHORD 2-16=-2442/3279, 14-16=-2687/3889, 12-14=-2690/3888, 10-12=2439/3279 WEBS 3-16=-286/460, 4-16=-437/733, 5-16=-1113/832, 5-14=0/265, 6-14=01266, 6-12=-11131831. 8-12=43W733, 9-12=-286/460 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 Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Extedor(2) 9-0-0 to 35-11-5, Interior(1) 35-11-5 to 37-5-8 left left for forces & MWFRS zone; cantilever and right exposed ; end vertical and right exposed;C-C members and 011. ER P F/�'I,�� for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60•..E 3) Provide adequate drainage to prevent water ponding. .. • •• �(, IV S •• i 4) All plates are MT20 plates unless otherwise indicated. �� V F•'• �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 •� 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=692, 10=692. i $ •� i0•' %b 'J* % A11 E it Waiter R Finn PE Na.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 6,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 Be' 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 andfor 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 ANSIrTPl1 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 T13151742 40 1400_8 2CAR _ H1A Roof Special 1 1 4 , Job Reference (optional) Vuilders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:07 2018 Page 1 ID:aUnBFG71 ODngGd WvpXLGZczgRJj-DeiV4RT8zGyuJAQj33hbn5pDfFsegUyxOfwKLznvGk 1-0- 8-3-5 15 6-14 22-5-13 27-5-8 31-6-10 36-5 8 7-5- -0-0 8-3-5 7-5-9 6-8-14 4-11-11 4-1-2 4-10-14 D-0 4.00 12 5x6 = 19 Scale = 1:64.9 3x8 = 16 — 14 "' 12 11 3x8 = 2x4 II 4x6 = 3x8 = 3x4 = 3x4 = &S MT20HS = i 8-3-5 15-8-14 22-5-13 27-5-8 36-5-6 8-3-5 7-5-9 6-8-14 4-11-11 9-0-0 Plate Offsets (X,Y)— [2:0-0-6.Edge]. [9:04-O.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOC 1.25 TC 1.00 Vert(LL) 0.40 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.70 12-14 >619 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 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 3-14, 6-14 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Horz 2=101(LC 17) Max Uplift 2=-620(LC 8), 9=660(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3407/2211, 3-5=-2482/1720, 5-6=-2465/1705, 6-7=-3768/2578, 7-8=3197/2075, 8-9=-3499/2353 BOT CHORD 2-16=-1981/3164, 14-16=-1981/3164, 12-14=-2415/3787, 11-12=1807/2984, 9-11=2108/3275 WEBS 3-16=0/332, 3-14=-9701721, 5-14=679/1156, 6-14=-1645/1188, 6-12=-402/409, 7-12=695/925, 7-11=-98/339, 8-11=-314/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. %%.� �R P. //� I� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., �� Q,�•,. • • • • . `� E N 3 �• L ��� GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-8-14, Extedor(2) 15-8-14 to 21-8-14, ��� �•• �G ; F• •. �� Interior(1) 22-5-13 to 27-5-8 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 N O 22839 3) Provide adequate drainage to prevent water ponding. .. * •� 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. '. F : 411- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=620,9=660. QA; I�'�,�• Q••• , R % Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10YO312015 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 iv�iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 T13151743 40_1400_B_'2CAR H2 Hip 1 1 Job Reference (optional) 8uild4rs FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:08 2018 Page 1 ID:aUnBFG? 1 ODngGdWvpXLGZczgRJj-hrGtHmUmka4lwK?vdnCgKJMRifDnZvy5A2OUtnznvGj �1-0-q 5-10-14 11-0-0 18-2-12 25-5-8 30-6-10 36-5-8 37-5-$ 1-0-0 5-10-14 5-1-2 7-2-12 7-2-12 5-1-2 5-10-14 1-0-0 5x6 = 4.00 12 19 2x4 II 20 5x6 = Scale = 1:62.7 No 3x8 = 16 15 14 13 12 11 10 3x8 = 2x4 II 3x4 = 46 = 3x8 = 4x6 — 3x4 = 2x4 II i 5-10-14 11-0-0 18-2-12 25-5-8 30-6-10 i 36-5-8 5-10-14 5-1-2 7-2-12 7-2-12 5-1-2 5-10-14 Plate Offsets (X.Y)= I2:0-4-0,Edge]. [8:0-4-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.41 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.66 13-15 >658 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Weight: 172lb 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 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 8=1400/03-8 Max Harz 2=73(LC 12) Max Uplift 2=-684(LC 8), 8=-684(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3522/2644, 34=-2988/2243, 4-5=-3356/2567, 5-6=3356/2567, 6-7=2988/2243, 7-8=-3522/2644 BOT CHORD 2-16=2420/3282, 15-16=-2420/3282, 13-15=-1893/2779, 11-13=-1890/2779, 10-11=-2417/3282,8-10=-2417/3282 WEBS 3-15=536/560, 4-15=-181/393, 4-13=-528/798, 5-13=444/493, 6-13=-528/798, 6-11=181/393, 7-11=-536/560 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,�t,1� 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=-4.2psf; BCDL=3.0psf, h=15ft; Cat. II; Exp C; Encl., �� R P I, ��j� �I� GCpi=0.18; MWFRS (envelope) and C-C Exte dor(2) -1 -0-0 to 5-0-0. Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 33-11-5, Interior(1) 33-11-5 ♦��_aP���.. •..• `� ENS' •• N ��� to 37-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces ♦�♦ :.' �Ci F�••. �� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� 3) Provide adequate drainage to prevent water ponding. '• NO 22839 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 others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except (by plate Qt=lb) 2=684, 8=684. �O ;• $ ; �.1/,: Walter R Finn PE No,22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING- Verify desi9n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10ID32015 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■.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R qITe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaticn, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH 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 40_1400_B_2CAR H2A ti ;Type Special T13151744 1 I 1 Builders FirstSource, 1 1-0-0 �n Plant City........ 8-3-5 B-3-5 15-8-14 7-5-9 4.00 12 5x6 = 5 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:09 2018 Page 1 ID:aUnB FG710DngGdWvpXLGZczgRJj-A1 gFV6VOVtDcYUa5AUk3sWvau2Z511YEPi81 PDznvGI 4-8-14 4-11-11 5-1-2 5-10-14 Scale = 1:64.9 3x8 = " '" "' 14 " 12 11 3x8 = 2x4 // 3x4 = 3x6 = 5x8 = 4x6 = 3x4 — 2x4 II 7-0-7 i 13-11-2 _ 20-5-13 -1-5-8 30-8-10 36-5-8 7-4-7 6-6-11 6-6-11 4 11-11 5 1-2 5-10-14 Plate Offsets (X.Y)-- [2:0-0-2.Edoe1. [6:0-3-0.Edoej. [9:0-4-O.Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.37 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.63 14-16 >685 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 175lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Horz 2=101(LC 12) Max Uplift 2=-619(LC 8), 9=-660(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3445/2225, 3-5=-2633/1782, 5-6=-3399/2348, 6-7=-3242/2221, 7-8=2976/1966, 8-9=-3527/2278 BOT CHORD 2-17=-1997/3200, 16-17=-2006/3151, 14-16=-1311/2259, 12-14=-1638/2767, 11 -1 2=-2028/3287, 9-11 =-2028/3287 WEBS 3-17=01304, 3-16=824/672, 5-16=270/516, 5-14=-976/1418, 6-14=-1305/1028, 7-14=-427/587, 7-12=-145/350, 8-12=-563/442 NOTES- 1) Unbalanced roof live loads have been Considered for this design. ,,, ���I1111111,1�,, ` I eR P. 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) to 5-0-0, Inte6or(1) 5-0-0 �% `P�•,...... • /N I, v' G E N •• �/ 'i -1-0-0 to 15-8-14, Extedor(2)15-8-14 to 20-5-13, Interior(1) �` .• 5+ ce ' V F•••. 25-5-8 to 37-5-8 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 22839 •: 3) Provide adequate drainage to prevent water ponding. 4) This designed * truss has been 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 truss to bearing 100 lb 'fl : mechanical connection (by others) of plate capable of withstanding uplift at ioint(s) except Qt=lb) 2=619, 9=660. )�Illa Q F O R 'll �0 N 11111100. Walter R Finn PE ND.22839 • MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 6,2018 WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1e/032015 BEFORE USE. -- Design valid for use only with MTek:0 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 nil iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII 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 T13151745 40_1400_8_2CAR H3 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 �1-0-Q 8- EI 13-0-C 1-0-0 6-10-14 6.1-2 4.00 12 5-2-12 5x6 = 4 19 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:10 2018 Page 1 ID:aUnBFG?t ODngGdWvpXLGZczgRJj-eDOdiSVOGBLTAe9lkCFIPkRnnSuP 1 r5OdMtaxfznvGh 5 2-12 2x4 I I 5x6 = 5 20 6 6-1-2 6-10-14 Scale = 1:62.8 3x8 = 16 15 13 11 10 3xB = 2x4 II 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 2x4 II i 8-1D-14 13-0-0 i 18-2-12 23-5-8 29-8-10 36-5-8 6-10-14 6 1-2 5 2-12 5 2-12 6-1-2 B-10-14 Plate Offsets (X.Y)— l2:0-0-6.EdgeL r8:0-0-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.37 13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.58 13-15 >749 180 BCLL 0.0 Rep Stress [nor YES WB 0.57 Horz(CT) 0.18 8 n/a n/a BCDL 10.0. Code FBC2017/TPI2014 Matrix-SH Weight: 176 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=1400/0-3-8, 8=1400/0-3-8 Max Horz 2=85(LC 16) Max Uplift 2=675(1_C 8), 8=675(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3487/2608, 34=2768/2117, 4-5=-2798/2206, 5-6=-2798/2206, 6-7=2768/2117, . 7-8=-3487/2608 BOT CHORD 2-16=-2384/3245, 15-16=2384/3245, 13-15=-1745/2558, 11-13=1743/2558, 10-11=2381/3245, 8-10=-2381/3245 WEBS 3-16=0/269, 3-15=733/678, 4-15=-220/415, 4-13=312/467, 5-13=-310/354, 6-13=-312/467, 6-11=-220/415, 7-11=-733/678,7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-10; Vult--160m h 3-second gust)Vasd=124m h; TCDL=4.2 sf; BCDL=3.0 sf; h=15ft; Cat. II; Ex C; Encl., FZ' GCplMW Rerrvertical P. bers Interior(l) 3 5to 37-58 zone; and forces cantilever left and right exposed ; endleft and righ�exposedrC�C formem �`�`�P�,'CER ...., ��� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 `�� .• �(i E N S •• F•••. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 •� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = * * = will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) •� 2=675, 8=675. •� S •�C N AX,01 i� 11111 • Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® 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 MiTek6 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 ii�.YY■ building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 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 T13151746 40_1400_B 2CAR H3A Roof Special 1 1 Job Reference o tional a.73U s aep 10ZUI I MI I eK maUSUIes. Inc. I ue reD b U9:1U:17 zults rage 1 Builders FirstSource, Plant City, FL 33bbb 8-35 ID:aUnBFG?l ODngGdWvpXLGZczgRJj-6Qy?woWel VTKnojUlvmXxx_xAsFnr 5-8-14 18-5-13 23-5-8 29-6-10 36-5-8 7-5-9 2-8-14 4-11-11 6-1-2 6-10-14 4.00 12 5x6 = 5x6 = 5x6 = Scale = 1:65.0 3x8 = '. — — — 14 12 11 3x8 = 3x4 = 46 = 5x8 = 3x6 = 3x4 = 2x4 II �K kEE:1l�kE36 I3aS:� I� r LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.32 14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.61 14-16 >706 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Horz 2=101(LC 17) Max Uplift 2=-617(LC 8), 9=-660(LC 9) PLATES GRIP MT20 244/190 Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/2229, 3-5=-3178/2172, 5-6=-2915/2049, 6-7=-2788/1956, 7-8=-2767/1843, 8-9=-3487/2237 BOT CHORD 2-16=1999/3146, 14-16=-1317/2251, 12-14=1465/2558, 11-12=-1979/3245, 9A 1=1979/3245 WEBS 3-16=444/495, 5-16=-599/932, 5-14=703/1136, 6-14=-1083/813, 7-14=-226/360, 7-12=-171/392, 8-12=-737/546, 8-11=0/276 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 5-0-0, Interior(1) 5-0-0 to 15-8-14, Exterior(2) 15-8-14 to 18-5-13, Interior(1) 23-5-8 to 37-5-8 zone; cantilever left and fight 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 100 lb uplift at joint(s) except Qt=1b) 2=617.9=660. '0,,�.JER'P, IPI No 22839 4% 11-1111111111101 Walter P. Finn PE No.22839 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 6,2018 ® 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 MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not pal' 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 andfor chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII 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 40_1400 B_2CAR Type T13151747 -Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Feb 6 09:10:12 2018 Page 1 ID:aUnBFG?1 ODngGdWvpXLGZczgRJj-acWO78XGoobB PylgsdHmU9X81 GchVfvh5gMhOYznvGf 1-0- 7-10-14 15-0-0 21-5-8 28-8-10 36-5-8 7-5- -0-0 7-10-14 7-1-2 6-5-8 7-1-2 7-10-14 -0-0 4.00 F12 5x6 = 5x6 = Scale: 3/16"=l' 4x6 = 16 15 " 13 11 46 = 2x4 II 3x6 = 3x8 = 4x6 = 2x4 II 3x4 = c� N 0 Ln 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.32 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.52 13-15 >829 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-4 cc bracing. BOT CHORD 2x4 SP No.1 'Except` WEBS 1 Row at midpt 5-13 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Harz 2=97(LC 16) Max Uplift 2=-664(LC 8), 9=664(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3432/2502, 3-5=2565/1939, 5-6=-2355/1910, 6-8=-2565/1939, 8-9=-3432/2502 BOT CHORD 2-16=-2279/3189, 15-16=-2279/3189, 13-15=-1552/2355, 11-13=-2276/3189, 9-11=-2276/3189 WEBS 3-16=01314, 3-15=886w([I, 5-15=237/494, 6-13=-250/493, 8-13=-886/770, 8-11=01315 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 Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 21-5-8, Interior(1) 29-11-5 to 37-5-8 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 100 lb uplift atjoint(s) except Qt=lb) 2=664,9=664. *%00 pJ,• ., No 22839 r * •• r � ..-0: .�4 Ar, R �O•.•��,� Walter R Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/032015 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 pal, 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 iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 'Job Truss Truss Type Qty Ply T131517482CAR 40_1400_8_ H5 Hip 2 1 a Job Reference (notional) Build6rs FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 Mi rek Industries, Inc. Tue Feb 6 09:10:13 2018 Page 1 ID:aUnB FG71 ODngGdWvpXLGZczgRJj-2o4mKUYuZ6j215tsPKo71 M3KwgzaEB6gKK6EY_znvGe 1-0- 11-7-4 17-0.0 19-" 24-10-4 30-3.0 36-5-8 7-5- -0-0 6-2-8 5 4-12 5-4-12 2-5-8 5-4-12 5�-12 6-2-8 -0-0 5x6 = 4.00 12 5x6 = Scale: 3/16"=l' 3x8 = "' " 16 15 '" 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 46 = 3x4 = 8-10-14 8-1-2 ' 2-5-8 ' 8-1-2 8-10-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TIC 0.69 BC 0.75 WB 0.62 Matra-SH 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 No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 11=1400/0-3-8 Max Horz 2=108(LC 16) Max Uplift 2=-652(LC 8), 11=-652(LC 9) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.36 16-18 >999 240 MT20 244/190 Vert(CT) -0.60 13-15 >726 180 Horz(CT) 0.16 11 n/a n/a Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc pudins BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3463/2407, 3-5=-3176/2229, 5-6=-2318/1721, 6-7=-2144/1671, 7-8=2318/1721, 8-10=-3176/2229, 10-11=-3463/2407 BOT CHORD 2-18=-2198/3238, 16-18=-1821/2703, 15-1 6=-1 280/2144, 13-15=-1820/2703, 11-13=2197/3238 WEBS 3-18=-332/390, 5-18=-207/515, 5-16=742/663, 6-16=-320/505, 7-15=-320/505, 8-15=-742/663, 8-13=-207/515, 10-13=-332/390 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 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 19-5-8, Interior(1) 27-11-5 to 37-5-8 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 100 lb uplift at joint(s) except Gt=lb) 2=652, 11=652. •`�,�P\� G•E N SFi�ti ��i No 22839 r O : OF Walter P. Finn PE Na.22839 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING - Verffy design paremefers 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 en 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 M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIII 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 City Ply T13151749 40_1400_B_2CAR HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) .Build9rs FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:14 2018 Page 1 ID:aUnBFG? 1 ODngGdWvpXLGZczgRJj-W?e8YgYXKQrveFS3zl JEZacW H3HnziOZYzro4RznvGd 1-5-0 5-3-15 7-0-14 9-10-1 1-5-0 5-3-15 1115 2-9-3 NAILED LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 7.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr NO WB 0.19 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=18/Mechanical, 2=437/0-4-9, 5=416/Mechanical Max Horz 2=137(LC 4) Max Uplift 4=-29(LC 22), 2=316(1_C 4), 5=235(LC 8) Max Grav 4=25(LC 18), 2=437(LC 1), 5=416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-751/346 BOT CHORD 2-7=-403/686, 6-7=403/686 WEBS 3-7=-91/465, 3-6=-911/535 Scale = 1:21.2 NAILED Z 11 NAILED NAILED DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.06 2-7 >999 240 MT20 244/190 Vert(CT) -0.12 2-7 >980 180 Horz(CT) 0.01 5 n/a n/a Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-1 cc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-0 cc 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; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Gt=lb) 2=316, 5=235. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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: 3=-91(F=-46, B=-46) 7=-39(F=-20, B=20) 9=55(F=27, B=27) ,t-40111 I II #,,���i •E /V • F��N �� No 22839 � -0 ;ccZ OF 00 11 O N A� Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE/911•7473 rev. 10/03/2015 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 so' 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 M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 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 T13151750 40_1400_B_2CAR HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:15 2018 Page 1 ID:aUnBFG110DngGdWvpXLGZczgRJj_BBWIAZ95jzmGP1FXIrT6n9npTp2iEE7ndbLdtznvGc -1-5.0 2-9-3 1-5-0 2-9-3 Scale: 1.5"=1' 2-9-3 2-9-3 Plate Offsets (X.Y)— (2:0-3-11.Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=42/Mechanical, 2=179/0-3-14, 4=-1/Mechanical Max Horz 2=55(LC 4) Max Uplift 3=41(LC 8), 2=-187(LC 4), 4=-6(LC 4) Max'Grav 3=42(LC 1), 2=179(LC 1), 4=27(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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 100 lb uplift atjoint(s) 3, 4 except Qt=lb) G� "NAILED" P• 6) AIILED" indicates 3-10d (0.146"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. ,,` • 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ....R v :.��G ENS. LOAD CASE(S) Standard :� NO 22839 � 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: 5=53(F=26, B=26) •� $ k/ Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING - Ver!!y design paremerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 T13151751 40_1400_B_2CAR HJ3 Diagonal Hip Girder 1 1 Job Reference o tional tuilders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:16 2018 Page 1 ID:aUn BFG? 1 ODngGd WvpXLGZczgRJj-SNluzWansl5cuZcR5SMie?hu2t63RhTGOHKv9JznvGb 1-5 0 5-7-3 1-5-0 5-7-3 Scale = 1:13.2 NAILED NAILED 2.83 12 3x4 = 6 7 NAILED NAILED NAILED NAILED 5-7-3 Plate Offsets (X.Y)— [2:0-4-7.Edoe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 24 >866 180 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 5-7-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=131/Mechanical, 2=256/0-4-9, 4=42/Mechanical Max Horz 2=88(LC 4) ' Max Uplift 3=-113(LC 8), 2=-226(LC 4) Max Grav 3=131(LC 1), 2=256(LC 1), 4=97(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=3.0psf: 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=113, 2=226. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=27, B=27) 7=2(17=-1, B=-1) OF No 22839 r .. r ��• ;G;r r 1111111110 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekill) 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 andfor chord members only. Additional temporary and permanent bracing p■■■q��•YYY■■ �Te�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 V t fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 glob Truss Truss Type Qty, Ply T13151752 40_1400 B_2CAR T1 Roof Special 1 1 Job Reference (optional) tivaciorp FlrstSource, Nlant City, I-L 33b66 8.13U S 3ep 15 2017 MiTek ID:aUnB FG?l ODngGdWvpXLGZczgRJj-xaJHP 8 35 15-8-14 20-1-6 24-5-13 29-5-8 B-3-5 7-5-9 4-4-7 44-7 4-11-11 4.00 12 5x6 = 5 Inc. Tue Feb 6 09:10:17 2018 Pagel rj BeeAtxB C Exg H JTAy?QEx4 ShlznvG a 36-5-8 7-5- 7-0-0 -0-0 Scale = 1:65.0 3x8 = 15 " 13 " 11 10 3x8 = 2x4 I I US = 5x8 = 410 MT20HS = 3x6 = 2x4 l I 8.3-5 7-5-9 8-8-14 4-11-11 7-0-0 Plate Offsets (X.Y)— [2:0-0-2.Edgel, f8:0-0-2.Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.48 11-13 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.89 11-13 >490 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP M 31, 7-9,1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-13 WEBS 2x4.SP No.3 2 Rows at 1/3 pts 6-13 REACTIONS. (lb/size) 2=1400/0-3-8, 8=1400/0-3-8 Max Horz 2=-101(LC 13) Max Uplift 2=-622(LC 8), 8=-660(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3399/2202, 3-5=2499/1724, 5-6=-2502/1694, 6-7=-4515/3011, 7-8=-3446/2211 BOT CHORD 2-15=-1972/3155, 13-15=-1972/3155, 11-13=-2897/4547, 10-11=-1962/3190, 8-10=1963/3199 WEBS 3-15=0/317, 3-13=-953/706, 5-13=605/1106, 6-13=-2322/1614, 6-11=533/509, 7-11=1006/1475 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10;.Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ,'li1111 1111it, n 1 ER P F��1���1��j, Interior(l) 24-5-13 to 29-5-8 zone;canti ever left and right exposed ; end vertical left and right exposed;C-C for members and forces `` • • yV & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦♦�♦�,P�� E N ♦ Ci V: •�,� S'�•.•• �i�� 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. `♦♦ No 22839 •% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' * 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at except Qt=lb) ! ir 1�0 plate joint(s) 2=622, 8=660. �� : F : �4/` OR ALE0 %`�� /In��11 Walter P. Finn PE ND.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/032015 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 M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Bullding 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 T13151753 40_1400_B_2CAR T2 Roof Special 1 1 Job Reference (optional) .3uild'ers FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Feb 6 09:10:18 2018 Page 1 ID:aUnBFG?10DngGdWvpXLGZczgRJj-PmtfOBclOeLK7tmgCtOAkQn6Bhf6vMxZTbp?DCznvGZ 1-0 - 8-3-5 15-8-14 21-1-6 28 N3 31-5-8 36-5-11 7-5- 1-0-0 8-3-5 7-5-9 5�-7 5 4-7 4-it-11 5-0-0 0-0 d 4.00 12 5x6 = Scale = 1:64.9 3x8 = "' "' "' — " "' 12 11 3x8 = 3x4 = 3x6 = 3x4 = 4x6 = Bx14 MT20HS = 2x4 11 0 �7 d i 9-4-7 17-11-2 26-5-13 31-5-8 36-5-8 9-4-7 8-6-11 B-8-1 1 4-11-11 Plate Offsets (X Y)— [2:0-0-6.Edge]. [4:0-3-0.Edge], [6:0-1-0.0-2-8] [7:0-3-O.Edge] 18:0-9-12.0-2-121. 19:04-O.Edcel. F12:0-4-12.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.58 12-14 >746 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.02 12-14 >427 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 8-10: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-3-8, 9=1400/0-3-8 Max Horz 2=-101(LC 17) Max Uplift 2=-623(LC 8), 9=-660(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/2207, 3-5=3215/2196, 5-6=-2862/1967, 6-7=-581813793, 7-8=5672/3674, 8-9=-3585/2327 BOT CHORD 2-16=-1978/3145, 14-16=-1320/2262, 12-14=-2166/3394, 11-12=2081/3333, 9-11=2081/3343 WEBS 3-16=-442/491, 5-16=-638/955, 5-14=657/1062, 6-14=-1076/882, 6-12=-1598/2525, 7-12=2072/1428,8-12=-158012465 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=3.0psf: h=15ft; Cat. II; Exp C; Encl., ,��� -,+ER P GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-8-14, Exterior(2)15-8-14 to 21-8-14, �� ``Q�'.•..• •.. , Interior(1) 26-5-13 to 31-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces �� V .• G E N & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��� ' F••'. �� 3) Provide adequate drainage to prevent water ponding. N D 22839 4) All plates are MT20 plates unless otherwise indicated. = * • : * = 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=623, 9=660. . 0 .,�S• . R C? S,�N AL�.�`. nnn1 Wafter R Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PA GE MII.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 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 ivi iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPl1 Quality Criteria, OSS-89 and BCSI Bullding 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 3I4' 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. 0 -y16 7 For 4 x 2 orientation, locate plates 0- 1qd, 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/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. a 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 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TnP r.HnRr1R p C1-2 C2-3 4 WEBS O cp ��� A 3 d O ~I C7-8 c6-7 CS-6 BOTTOM CHORDS 8 7 6 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 p bracing should be considered. W O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building I- designer, erection supervisor, property owner and all other interested parties. 5 1 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBEREDILETTERED 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 g MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSVTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration. and is.the responsibility of truss fabricator. General practice is to - — camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins 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.