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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL 4 1602INDUSTRIAL PARK DR PLANT CITY FL Prole: (813)759-5922 F— (813) 752.1532 hopJ/—bldr.epm General Notes: - Per ANSVTPI 1-2007 all' Truss to Wall' connections are the responsibility of the Building Designer, not the Truss Ma nufa,t.rer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Tresses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FlrstSource if tresses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. . Use Manufacturer's specifications for all hanger Cnections U.N.O. Us¢ 100-z-1-1/1' Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor re to verify all dimensions, trap locations, and options prior to Installation olmenslon Notes: . Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page wade Jurney domes 1449 Grp 2 Layout Date: OE Revision Revl: 0: Rev3: Rev3: Elevation B Lot Swing Right am 01 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. amm i Te k"' RE: 1449_B MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: 1449 B Model: 1449 Tampa, FL 33610-4115 Lot/Block: Subdivision: Lakewood Park Address: 7801 James Rd City: St Lucie i State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address:. City: State: General Truss Engineering Criteria, & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 51 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17679525 Al 7/24/19 23 T17679547 T1 7/24/19 2 T17679526 A2 7/24/19 24 T17679548 T2 7/24/19 3 T17679527 CJ1 7/24/19 25 T17679549 T3 7/24/19 4 T17679528 CJ3 7/24/19 26 T17679550 T4 7/24/19 5 T17679529 CJ5 7/24/19 27 T17679551 T5 7/24/19 6 T17679530 EJ3 7/24/19 7 T17679531 EJ5 7/24/19 8 T17679532 EJ5A 7/24/19 9 T17679533 EJ7 7/24/19 10 T17679534 GR1 7/24/19 11 T17679535 GR2 7/24/19 12 T1.7679536 GR3 7/24/19 13 T17679537 H1 7/24/,19 14 T17679538 H2 7/24/19 15 T17679539 H3 7/24/19 16 T17679540 H4 7/24/19 17 T17679541 H5 7/24/19 18 T17679542 H6 7/24/19 19 T17679543 H7 7/24/;19 20 T17679544 HJ1 7/24/19 21 T17679545 HJ2 7/24/19 22 T17679546 HJ3 7/24119L PY The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. �R ,P1 1 under my direct supervision based on the parameters ��a,0111111 ��� p,�;.. • ....... ., E provided by Builders FirstSource - Plant -City. ��` •�,�G N • Truss Design Engineer's Name: Finn, Walter 39 '� My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification STATE O F ►` 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 �i '� ' 'C �':•• `,� shown (e.g., loads, supports, dimensions, shapes and design codes), which were �I,�S • 0 R to MiTek or TRENCO. Any includedis for specifiLand given project was not nit TRENCO's customers file reference only,takenaccount a in the eS��NA� �?���, purpose preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Waiter P. Finn PE No.22839 the building designer should verify applicability of design parameters and properly MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: July 24,2019 Finn, Walter 1 of 1 Job Truss Truss Type Qty Ply T17679525 1449 B Al Common 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. wed Jul 24 09:i 5:33 2019 Page i ID:hNQOQTzK wvsy_lcNOly?Lz8mOV-Fbz3XF?JO29u2HjIPXdbD??z_cOvuNF5SK1AWjyuuru 1-0- 6-8-12 12-7-12 18-6-12 24-5-12 30-4-12 37-1-8 3 -1- 0-0 6-8-12 5-11-0 5-11-0 5-11-0 5-11-0 6-8-12 _n 0 Scale = 1:66.2 ST1.5x8 STP = 3x8 = 5x6 = 4.00 12 ,., 14 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.78 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 10=1421/0-8-0 Max Horz 2=118(LC 12) Max Uplift 2=-661(LC 8), 10=-661(LC 9) ST1.5x8 STP = 3x8 = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.30 14 >999 240 MT20 244/190 Vert(CT) -0.56 12-14 >787 180 Horz(CT) 0.16 10 n/a We Weight: 172 lb FT = 20% BRACING- ; TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-3384/2062, 3-5=-3090/1879, 5-6=-2166/1442, 6-7=-2166/1442, 7-9=-3090/1879, 9-10=-3384/2062 BOT CHORD 2-16=-1836/3153, 14-16=-1472/2609, 12-14=-1487/2609, 10-12=-1851/3153 WEBS 6-14=-585/1040, 7-14=-762/571, 7-12=-181/533, 9-12=-345/347, 5-14=-762/571, 5-16=-181/533, 3-16=-345/347 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-6-12, Exterior(2) 18-6-12 to 22-6-12, Interior(1) 22-6-12 to 38-1-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=661. 10=661. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE lAll-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 is always requiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 'till I I I I11 114,0 ER P, P• •E N No 22839 r � 111111 i 110, 010 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 MiTek` 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679526 14496 A2 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 Mttek Industries, Inc. wed Jul 24 UU: S:JD 2019 rage 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7Wyf31Q51 MQ7mMPzOveW Habyuurs -1-0-0 4-9-0 8-8-4 12-7-8 16-11-0 1-0-0 4-9-0 3-114 3-11-4 4-3-8 5x6 = ST1.5x8 STP = 3x8 = 3x6 = ST1.5x8 STP = 2x4 \\ Scale = 1:30.3 ST1.5x8 STP = 3x6 = N Io 5-5-8 i 6-4-6 11-11-0 i 16-11-0 5-5-8 0-10-14 1 5-6-10 5-0-0 Plate Offsets (X,Y)— [2:0-0-2,Edge] [4:0-0-0,0-0-91 LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.09 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.10 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 66 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 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 REACTIONS. (lb/size) 4=142/0-8-0, 2=489/0-8-0, 5=643/0-8-0 Max Harz 2=65(LC 12) Max Uplift 4=-107(LC 13), 2=-286(LC 8), 5=-209(LC 9) Max Grav 4=164(LC 24), 2=489(LC 1), 5=643(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or, less except when shown. TOP CHORD 2-3=-647/402 BOT CHORD 2-7=-275/538, 5-7=-255/356 WEBS 3-7=-27/381, 3-5=-682/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-4, Exterior(2) 8-8-4 to 12-8-4, Interior(1) 12-8-4 to 16-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSlll�l� for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��� ER 4I 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�>`�1���,..E 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 <� G •N S+ • • �/ i•, will fit between the bottom chord and any other members. •� �•••• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 22839 4=107, 2=286, 5=209. „ �• •: * y 0'.• OF A'� " Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is basedonly upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 'y, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (yyiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679527 1449_13 CJ1 Corner Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 Mi I ek Industries, Inc. Wed Jul 24 09:i5:35 20i 9 rage i ID:hNQoQTzK wvsy_1cN01y?Lz8mOV-Bz5pxwlZvfPcHbt7Wyf31Q5TQQHcMT?OveWHabyuurs 1-0-0 1-M 1-0-0 1-0-0 Scale = 1:6.1 2x4 = ST1.5x8 STP = 1-M i 1-0-0 Plate Offsets (X Y)— [2:0-2-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 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 FBC2017fTP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-8(LC 1), 2=-125(LC 8) Max Grav 3=21(LC 8), 2=125(LC 1), 4=18(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=15f; 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) vide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ER �A 2r =125.,�'� Ns' No 22839 :ccZr •.,....• 0N 'itn eete,� Walter P. Finn PE ND.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A NJARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based''only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 10 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ItliT ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pp/�il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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 T17679528 1449 B CJ3 Corner Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:36 2019 Page 1 I D: h NQoQTzK_wvsy_1 cNO1y?Lz8mOV-fAfB9G 1 BgzYTvISK4gBlyddclpcu5wFY81Gg61 yuurr 1-0-0 3-0-0 r 1-0-0 3-0-0 A d 2x4 = ST1.5x8 STP = Scale = 1:9.4 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/TP12014 CS1. TC 0.16 BC 0.08 WB 0.00 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) -0.00 2-4 >999 240 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 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=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-52(LC 12), 2=-145(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC.3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 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 bearirig plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1111110 2=145. `�1�1►1 N -` ER P 1C l�I No 22839 13 'oi� FS • R , • .p%G� % Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T17679529 1449 B CJ5 Corner Jack 4 1 Job Reference (optional) Buf4ders First Source, Plant City, FL - 32566, 1-0-0 3x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:lb:3/ ZU19 Page 1 ID:hNQoQTzK_wvsy_l cN01y?LZBmOV-8MCZMc2gRHgKXv1 WeNiXNrAi3DuEgNVhMy?OfUyuurq Scale = 1:13.3 5-0-0 5-0-0 Plate Offsets (X Y)- [2:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. fer truss to truss 5) Providte mechanical calrconnection b otherconnections, tof truss to bearing late capable of withstanding 100 lb uplift at joints except t-Ib ��' ef:l "r°�11° (Y ) 9P P 9 P 1 () P G- ) 3=103, 2=165.P���R ��� �.•��p E Ns� No 22839 O :• A F Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING-- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1R11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 trussesand truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679530 1449 B E.13 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 2x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:1b:3b 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-cYmyay3SCaoB82ciB4Dmw2jyndGSZglgbclxBwyuurp LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP120, Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=18710-8-0, 4=26/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-52(LC 12). 2=-189(LC 8), 4=-36,(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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) 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 Qt=lb) 2=189. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NJTEK REFERENCE PAGE h4167473 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 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 SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Skeet, Suite 312, Alexandria, VA 22314. - eeee,,� R 'P i No 22839 r � ,��• OF Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679531 1449 B EJ5 JACK -OPEN 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. wed JUI 24 09:15:382019 rage 1 ID:hNQoQTzK wvsy_1cN01y?Lz8mOV-cYmyay3SCaoB82ciB4Dmw2jtpdETZglgbclxBwyuurp 1-0 0 5-0-0 1-0-0 5-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014- Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.7 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103,2=165. A WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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?PIl Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. % O'kiUIIIIIt���,'' GEN No 22839 cc Z )'$�tA%01F 1111111111010* Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 t MiTek* 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17679532 1449 B EJ5A Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. wed Jul 24 09:15:39 2019 Page 1 I D:h NQoQTzK_wvsy_l cNOly?Lz8mOV-41KKn144zuw2mCBulok?SGF 1 O1 ailH_gGU UjMyuuro 5-0-0 Scale = 1:12.7 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/TPI2014 CSI. TC 0.56 BC 0.26 WB 0.00 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) -0.03 1-3 >999 240 Vert(CT) -0.05 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 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) 1=170/0-8-0, 2=124/Mechanical, 3=46/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-65(LC 8), 2=-109(LC 8) Max Grav 1=170(LC 1), 2=124(LC 1), 3=92(LC 3) FORCES. , (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or,less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 4-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �`*�\l 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Ot=lb) � .� ell P. �•. GE N 8" .� `�. No 22839 A F �7 • Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 10,10312015 BEFORE USE. Design valid for use only with MITekOO connectors. This design Is based. only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and 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 Jab Truss Truss Type Qty Ply T17679533 1449 B EJ7 Jack -Open 13 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 7.0 Lumber DOL 1.25 BC 0.57 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12), 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.240 s Jun 8 2019 Mi lek Industries, !no. Wed Jul 24 09:1 a:40 2019 rage _i ID:hNQOQTzK wvsy_lcNOly?Lz8mOV-Yxui?e4ikC2vOMl5JVFE?Td8wRs3lkE73wE2Fpyuurn Scale = 1:16.9 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.13 2-4 >617 240 MT20 244/190 Vert(CT) -0.18 2-4 >434 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=131,2=190. ®WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1 ill-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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIi Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 'ER A No 22839 .9 A F : w: 110 J. -.s'rrS jfill is �N Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679534 1449_B GR1 Hip Girder 1 Job Reference (optional) builders rirst source, mam ary, t-L - 32bob, d.L4u s Jun b LUIU IVn I eK Irluuutrles, Inc. vveo JUI z4 uu; I u:44 cu r.7 reye I ID:hNQOQTzK_wvsy_l cN01y?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuud 1-0- 14-7-15 22-5 9 30-1-8 37-1-8 3 -1 ON 77-0-0-0-0 7-7-15 7-9-11 7-7-15 7-M -0 0 4.00 12 7x10 2x4 II 3 16 97 1 18 4 19 5x8 =4x6 = 7x10 = 20 21 22 5 623 24 25 26 7 Scale = 1:67.4 m P4 N N IA 6 ST1.5x8 STP = 15 27 28 14 29 13 30 31 32 33 12 34 05 36 37 10 ST1.5x8 STP = 5x6 = 2x4 II 4.10 MT20HS =4xl2 = 4x10 MT20HS = 2x4 11 5x6 = 4x10 MT20HS = i 7-0-0 i 14-7-15 22-5-9 30-1-8 i _ - _ 37-1-8 _ 7-0-0 7-7-15 7-9-11 7-7-15 7-0-0 Plate Offsets (X,Y)-- [2:0-5-10,0-0-31, [3:0-8-0,0-3-01, [7:0-8-0,0-3-01, [8:0-5-10,0-0-31, [12:0-3-8,0-2-01, [13:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.77 12-13 >570 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.06 12-13 >414 180 MT20HS 187/143 BCLL. 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 423 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. 3-5,5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-2 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2790/0-8-0, 8=2790/0-8-0 Max Harz 2=48(LC 31) Max Uplift 2=-1532(LC 4), 8=-1532(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7897/4180, 3-4=-11839/6387, 4-6=-11836/6385, 6-7=-11899/6422, 7-8=-7887/4175 BOT CHORD 2-15=-3913/7428, 13-15=-390517391, 12-13=-6316/11897, 10-12=-3854r7383, 8-10=-3862/7419 WEBS 3-15=-135018, 3-13=-2535/4732, 4-13=-940/748, 6-12=-956/754, 7-12=-2576/4802, 7-10=-127n07 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"0") nails as follows: follows: 2x4 0-9-0 2x6 ♦�it111111III.. Top chords connected as - 1 row at oc, - 2 rows staggered at 0-9-0 oc. ♦♦♦0 .� � 1 P U Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ♦ • -• \ G 1= Ns**. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to10 e,� ; •• V F••. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. No 22839 •� 3) Unbalanced roof live loads have been considered for this design. * :• 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. MT20 indicated. CO) F _• 41 t7 �•• <G� 6) All plates are plates unless otherwise 7) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �10 T Q:+• psf ' N��� �j; �s •' 0 %. 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • �i ♦♦� R willbetweenmembers.her ie bottom dand any tof N A .♦♦♦ Pr 9) Provide mechanical connection (by others) truss o bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1111111011 2=1532, 8=1532. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® wARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10iO3/2015 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 pp /�i ,I ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' f'reEi is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 T17679534 1449_B GR1 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:44 2019 Page 2 ID:hNQOQT2K_wvsy_i cNOly?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb downand 256 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb down and 134 lb up at 13-0-12, 106 lb down and 134 lb up at 15-0-12, 106 lb down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 18-6-12, 106 lb down and 134 lb up at 20-0-12, 106 Ib down and 134 lb up at 22-0-12, 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 lb up at 26-0-12, and 106 lb down and 134 lb up at 28-0-12, and 223 lb down and 256 lb up at 30-1-8 on top chord, and 296 lb down and 167 lb up at 7-0-0, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 1110-12, 81 lb down and 20 lb up at 13-0-12, 81 lb down and 20 Ib up at 15-0-12, 81 lb down and 20 Ib up at 17-0-12, 81 lb down and 20 lb up at 18-6-12, 81 lb down and 20 lb up at 20-0-12, 81 lb down and 20 lb up at 22-0-12, 81 lb down and 20 lb up at 24-0-12, 81 lb down and 20 lb up at 26-0-12, and 81 lb down and 20 lb up at 28-0-12, and 296 lb down and 167 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,.3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-176(F) 7=-176(F) 15=-296(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-106(F) 26=-106(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �81'e�" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Steel, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679535 1449 B GR2 GABLE' 1 1 • Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MI I eK Industries, Inc. wea Jul Z4 09:1 ,-3:4t1 Z019 rage 1 ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuORshMTSyuurh -1-0- 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 32-1-8 37-1-8 3 -1 0-0 8 4 4 7-6-8 5-5 6 5-5-6 2-7-15 2-7-15 5-0-0 0-0 Scale = 1:70.1 5x6 = ST1.5x8 STP = 21 `u 19, 0y vu 18 11 11 — — 16 — 15 "a 14 ST1.5x8 STP = 5x8 = 5x8 = 5x8 = 6x8 = 5x12 = 5x8 = 6x12 MT20HS = i 8-44 15-10-13 21-4-3 26-9-10 i 29-5-9 32-1I _ _ 37-1-8 8-4-4 7-6-8 5-5-6 5-5-6 2-7-15 2-7-15 5-0-0 Plate Offsets (X,Y)-- [2:0-4-2,0-0-0] [9:0-6-4 0-5-4],[11:0-6-0,0-1-11] [12:0-4-10,0-0-0] [18:0-3-8 0-3-0],[22:0-1-12 0-5-31 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.67 16-18 >650 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.98 16-18 >448 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP M 31, 11-13: 2x4 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at micipt 9-18 WEBS 2x4 SP No.3 *Except' JOINTS 1 Brace at Jt(s): 22, 24, 34 6-18,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1689/0-8-0, 12=2026/0-8-0 Max Harz 2=-101(LC 9) Max Uplift 2=-859(LC 4). 12=-1087(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4241/2002, 3-5=-3338/1653, 5-6=-3238/1632, 6-7=-5195/2660, 7-8=-5247/2666, 8-9=-5774/2933, 9-10=-7384/3800, 10-11=-7385/3802, 11-12=-5406/2741 BOT CHORD 2-21=-1873/3950, 19-21=-1873/3950, 18-19=-2598/5382, 16-18=-4435/8877, 15-16=-4415/8865, 14-15=-2527/5075, 12-14=-2520/5079 WEBS 3-21=01320, 3-22=-903/551, 19-22=-731/523, 19-23=-836/1724, 5-23=-837/1726, 19-24=-2365/1349, 6-24=-2367/1351, 18-25=-651/1380, 6-25=-675/1414, 9-18=-3530/1854, 9-15=-1708/829, 11-15=-1358/2682, 23-24=-336/171, 24-25=-332/169, jJ1111111111 25-34=-520/264, 8-34=-5191264 L-� ER P, F�!'!!! NOTES- `.��� v �'�C•E IV13 1 1) Unbalanced roof live loads have been considered for this design. ,e~, + V F•••. 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., NO 22$39 •: 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 ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. i A F ••. 5) All plates are MT20 plates unless otherwise indicated. �: ���� 6) All plates are 2x4 MT20 unless otherwise indicated. �•• Q Q;••�=`� R,; 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �j�s 0 !! lsr •�` psf ' t� l,rg10 N Ai 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 11�`•� 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 (jt=lb) Wafter P. Finn PE No.22639 2=859, 12=1087. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. July 24,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NUTEK REFERENCE PAGE 1,711-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��gTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679535 1449 B GR2 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MITek Industries, Inc. wed Jul 24 U9:1b:4b 21.119 Nage z ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuORshMTSyuurh NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 106 lb up at 22-0-12, 100 lb down and 106 lb up at 24-0-12, 100 lb down and 106 lb up at 26-0-12, 100 lb down and 106 lb up at 28-0-12, and 100 lb down and 106 lb up at 30-0-12, and 234 lb down and 235 lb up at 32-1-8 on top chord, and 120lb down and 121 lb up at 18-0-12, 120 Ib.down and 121 lb up at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, 52 lb down at 26-0-12, 52 lb down at 28-0-12, and 52 lb down at 30-0-12, and 110 lb down and 18 lb up at 32-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 9-11=-54, 11-13=-54, 2-12=-20 Concentrated Loads (lb) ' Vert: 11=-138(B)14=-66(B).8=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-120(B)40=-120(B)41=-26(B)42=-26(B)43=-26(B)44=-26(B)45=-26(B) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �j'�'�k° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracingof 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 Jab Truss Truss Type City Ply T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) Buildbrs First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:47 2019 Page 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-rHpLT1 A55LwvjRoRDTttnybRDF9RAsM9gW Qw?vyuurg 1-0-0 4-9-0 8-84 12-7-8 17-4-8 181f-8 1-0-0 4-9-0 3-11-4 3-114 4-9-0 1-0-0 Scale = 1:31.2 4x6 = IA ST1.5x8 STP = 5x8 = ST1.5x8 STP = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS' 2x4 SP No.3 3x6 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.24 8-10 >849 240 MT20 244/190 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.24 8-10 >843 180 Rep Stress Incr NO WB 0.17 Horz(CT) -0.04 8 n/a n/a Code FBC2017rrP12014 Matrix-SH Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 cc bracing. REACTIONS. (lb/size) 2=713/0-8-0, 8=713/0-8-0 Max Horz 2=-59(LC 9) Max Uplift 2=-694(LC 4), 8=-695(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1404/1276, 3-4=-1251/1084, 4-5=-987/893, 5-6=-987/894, 6-7=-1251/1081, 7-8=-1404/1279 .BOT CHORD 2-10=-1200/1295, 8-10=-1161/1295 WEBS 10-12=414/437, 5-12=-414/437, 6-13=-306/264, 4-11=-306/266, 11-12=-235/284, 12-13=-236/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch 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 ANSIrrPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=694, 8=695. ' 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 118 lb up at 3-0-0, and 99 lb down and 118 lb up at 14-3-7 on top chord, and 99 lb down and 86 lb up at 3-0-0, 20 lb down and 44 lb up at 5-1-1 , 20 lb down and 44 lb up at 7-1-1, 20 lb down and 44 lb up at 9-1-1, 20 Ib.down and 44 lb up at 10-3-7, and 20 lb down and 44 lb up at 12-3-7, and 99 lb down and 86 lb up at 14-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard `r1,0111111111111,, cENg .ti .� NQ 22839 �0:qA*lF S,ON A11���� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cet16634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAIf-7473 rev. 1010312015 BEFORE USE. �A 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 �����` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage,, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32b66, t1.z4u s Jun b zui`3 MI I eK Industries, Inc. vveo Jul z4 uu: Io:40 zu is rage z ID:hNQoQTzK_wvsy_l cNOly?LzBmOV-JTNjgNBjsf2mLbNdnBO6K97czfVgvJcJuAATYLyuurf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-4(B) 7=-4(B) 16=-3(B) 17=-6(B) 18=-6(B) 19=-6(B) 20=-6(B) 21=-6(B) 22=-3(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NJTEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overalls building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �•rek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB•89 and 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 Jab Truss Truss Type Qty Ply T17679537 1449 B H1 Hip 1 1 Job Reference (optional) Bui iers First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 Mfrek Industries, Inc. Wed Jul 24 09:15:49 2019 rage 1 ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-ngx6ujBLczAdzlxpKuvLsNgkH3sledmS7gv04nyuure 1-0 4-10-14 13-9-6 23-4-2 32-2-10 37-1-8 3 -1 -0-0 4-10-14 8-10-8 9-6-12 8-10-8 4-10-14 -0-0 4.00 12 5x6 = 4x6 = 4x10 MT20HS = 4x6 = 4 5 19 6 20 7 5x6 = Scale = 1:67.4 ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = 3x8 MT20HS = 3x4 = 3x8 MT20HS = 9-6-12 3x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.45 14 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.76 12-14 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. 4-6,6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-4 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142110-8-0, 10=1421/0-8-0 Max Horz 2=60(LC 12) Max Uplift 2=-710(LC 8), 10=-710(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/2475, 3-4=-3221/2228, 4-5=-2991'/2143, 5-7=-4074/2775, 7-8=-2991/2143, 8-9=-3221/2228,9-10=-3426/2475 BOT CHORD 2-16=-2255/3189, 14-16=-2601/3916, 12-14=-2603/3916, 10-12=-2258/3189 WEBS 3-16=-180/336, 4-16=-480/810, 8-12=-480/810, 9-12=-180/336, 5-16=-1167/891, 5-14=0/373,7-14=0/373,7-12=-11671891 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Intedor(1) 14-7-14 to 28-1-8, Exterior(2) 28-1-8 to 33-9-6, Interior(1) 33-9-6 to 38-1-8 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=710,10=710. .tJ111IIIfitt11 N``e� -_� ER P" F'I� ♦� �• •G+ENS• •y,��i No 22839 OF .jam .�0RkO. �N,�• Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 1111-7473 rev. IOIOJ12015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is basedjcnly 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 FIN ye/c" e�' building design. Bracing indicated is to prevent buckling of individual miss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse withpossible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPli 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 T17679538 1449_B H2 Hip 1 1 Job Reference (optional) buimers First Source, riant City, t-L - 3ZOGb, d.Z4U s Jun 0 ZUI' MI I eK Inaustrles, Inc, vveu JUI Z4 uy: I u.o I zu I a rays I ID:hNQoQTzK wvsy_1cNOly?Lz8mOV-j23slPDc8aQLC25CSJypyol?MsXp6XFlb8O78gyuurc 1-0-0 5-10-14 11-0-0 18-6-12 26-1-8 31-2-10 37-1-8 3$-1-$ -0-0 5-13-14 5-1-2 7-6-12 7-6-12 s-1-2 5-10-14 1-0-0' 4.00 12 5x6 = 2x4 II 5x6 = 4 19 5 20 6 Scale = 1:67.4 N M 1c; 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 I 3x4 = 4x6 — 3x8 4x6 — 3x4 = 2x4 II 3x8 = 5-10-14 11-0-0 18-fi-12 26-1-8 31-2-10 37-1-8 5-10-14 5-1-2 7-6-12 7-6-12 5-1-2 5-10-14 Plate Offsets (X,Y)— (2:0-0-6,Edgel, f8:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) 0.40 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.66 11-13 >661 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142110-8-0.8=1421/0-8-0 Max Horz 2=-73(LC 17) Max Uplift 2=-703(LC 8), 8=-703(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3461/2413, 3-4=-2990/2116, 4-5=-3415/2458, 5-6=-3415/2458, 6-7=-2990/2116, 7-8=-3461 /2413 BOT CHORD 2-16=-2195/3212, 15-16=-2195/3212, 13-15=-1794/2783, 11-13=-1797/2783, 10-11=-2197/3212, 8-10=-2197/3212 WEBS 3-15=-460/427, 4-15=-131/382, 4-13=-526/852, 5-131=-465/480, 6-13=-526/852, 6-11=-131 /382, 7-11=460/426 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., �� -� ER P. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, `� ``P�.•••....• /� I, Interior(1) 16-7-14 to 26-1-8, Exterior(2) 26-1-8 to 31-9-6, Interior(1) 31-9-6 to 38-1-8 zone; cantilever left and right exposed ; end a�� V %C' ENS '• /�/ �i� vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 M V F•••• 3) Provide adequate drainage to prevent water ponding. No 22 839 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 %r :• will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing iplate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=703, 8=703. ", ••• S • ORI Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MY-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors.This design isbased 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 �y p''> Teii" building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679539 1449_B H3 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:53 2019 Page 1 I D:hNQoQTzK_wvsy_l cN01y?Lz8mOV-gRAcj4EsgBh3RMFbZk_H 1 DgN3gCSaUL22RtEDYyuura -,1-0-q 6-10-14 ,. 13-0-0 18-6-12 , 24-1-8 , 30-2-10 37-1-8 3a-1-$ -0-0 6-10-14 6-1-2 S-6-12 5-6-12 6-1-2 6-10-14 5x6 = 2x4 II Sx6 = 4.00 12 19 Scale = 1:67.4 ST1.5x8 STP = 16 15 ,v 13 " 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 3x6 = 6-10-14 13-0-0 18$-12 24-1-8 30-2-10 , 37-1-8 , r 6-10-14 6-1-2 5-6-12 5-6-12 6-1-2 6-10-14 Plate Offsets (X,Y)-- (2:0-0-2 Edge] [8:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.58 11-13 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 178 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-12 cc pudins. 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=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=85(LC 16) Max Uplift 2=-694(LC 8), 8=-694(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344412364, 3-4=-278111980, 4-5=-2846/2098, 5-6=-2846/2098, 6-7=-2781/1980, 7-8=-3444/2364 BOTCHORD 2-16=-2144/3195, 15-16=-2144/3195, 13-15=-1635/2571, 11 A 3=-1 638/2571, 10-11=-2147/3195, 8-10=-2147/3195 WEBS 3-16=01262, 3-15=-669/540, 4-15=-169/405, 4-13=-297/503, 5-13=-333/348, 6-13=-297/503, 6-11=-1691405, 7-11=-669I540, 7-10=01262 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., Exterior(2) Interior(1) Exterior(2) 13-0-0 18-6-12, `,I`l l I I I II #it jaJ'0� GCpi=0.18; MWFRS (envelope) and C-C -1-0-0 to 3-0-0, 3-0-0 to 13-0-0, to Interior(1) 18-6-12 to 24-1-8, Exterior(2) 24-1-8 to 29-9-6, Interior(1) 29-9-6 to 38-1-8 zone; cantilever left and right exposed ; end ,NN% -� ER p F vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 y,0 `P�• ••.E..,• V �J plate grip ,� �G S+'•/ V 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 ,. %� : %Y will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 'Q cc 4 2=694, 8=694. : 3: OF :4J •�_�. '�i F• • O R 1�.• IInIn Walter R Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE L111-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing 1 V iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss 'systems, see ANSI/TPlI 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 T17679540 1449_B H4 Hip 1 1 Job Reference (optional) t3wicters First source, Plant uity, FL - JZbbb, o.[au 5 dun a Zu is ivu i eK uwusrries, mu. vveu dui cv tea. i— <U , a rays i I D:hNQoQTzK_wvsy_1 cN01y?LzSmOV-8dk?xQFURVpv3 Wgn7RV WZQNV14ahJsABH5dnl?yuurZ 1-0- 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 -0-0 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 -0-0 4.00 ,12 Sx6 = 5 18 5x6 = 19 6 Scale = 1:68.7 ST1.5x8 STP = 16 " 14 13 14 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 4x6 = 7-10-14 15-0-0 22-1-8 29-2-10 _ _ _ 37-1-8 7-10-14 7=1-2 7-1-8 7-1-2 7-10-14 Plate Offsets (X,Y)-- [2:0-0-6,Edge] [9:0-0-6 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 TIC 0.91 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 13-14 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. BOT CHORD 2x4 SP No.1 'Except` WEBS 1 Row at midpt 5-13 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=97(LC 12) Max Uplift 2=-683(LC 8), 9=-683(LC 9) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3401/2289, 3-5=-2589/1843, 5-6=-2381/1821, 6-8=-2589/1843, 8-9=-3401/2289 BOT CHORD 2-16=-2065/3151, 14-16=-2065/3151, 13-14=-1480/2380, 11-13=-2069/3150, 9-11 =-2 069/3150 WEBS 3-16=0/306, 3-14=-823/621, 5-14=-180/494, 6-13=-194/494, 8-13=-822/621, 8-11=0/306 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. I I; Exp C; Encl., "ill s a 1111111., "4401, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to20-7-14, Interior(1) 20-7-14 to 22-1-8, Exterior(2) 22-1-8 to 27-9-6, Interior(1) 27-9-6 to 38-1-8 zone; cantilever left and right exposed ; end `♦♦♦ .� eR p F vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦� �P ••,.,..•, E `� � G N tom+ • • 4/ 3) Provide adequate drainage to prevent water ponding. •• F•'••• 4) This truss has been designed for a 10.0 psf bottom.chord live load nonconcurrent with any other live loads. No 22839 5) ' This truss has been designed for a live load of 20.Opsf on Ithe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .. * +' •� will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) % 0 2=683, 9=683. OA"WF o Walter P. Finn PE No.22839 Mi%k USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 1,111.7473 rev, 10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based, only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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°rek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type City Ply T17679541 1449_B H5 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:55 2019 Page 1 ID:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-cq I N8mG6CpxmhgPzh9016ewj2UwG2PbLVIMLHRyuurY 1-0- 6-8-12 12-7-12 17-0-0 20-1-8 24-5-12 30-4-12 37-1-8 3 -1- 0-0 6-8-12 5-11-0 4 4 4 3-1-8 4 4 4 5-11-0 6-8-12 -0-0 4.00 12 5x6 = 5x6 = Scale = 1:68.7 ST1.5x8 STP = 1O 11 16 15 iv 1a ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x8 i 9-84 17-0-0 20-1-8 27-5-4 37-1-8 9-8-4 7-3-12 3-1-8 7-3-12 9-8-4 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [4:0-3-0,Edgel, [9:0-3-0,Edgel, [11:0-0-2,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.35 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.58 13-15 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-SH Weight: 178 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-3-0 cc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 11=1421/0-8-0 Max Horz 2=108(LC 12) Max Uplift 2=-671(LC 8), 11=-671(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/2226, 3-5=-3084/2047, 5-6=-2329/1670, 6-7=-2161/1612, 7-8=-2329/1670, 8-1 0=-3084/2047, 10-11 =-3385/2226 BOT CHORD 2-18=-2010/3154, 16-18=-162712602, 15-16=-1242/2161, 13-15=-1630/2602, 11-13=-201413154 WEBS 8-15=-680/540, 8-13=-192/515, 10-13=-346/357, 5-16=-680/540, 5-18=-192/515, 3-18=-346/357, 6-16=-319/525, 7-15=-319/525 NOTES- �' V111111111'r, 1) Unbalanced roof live loads have been considered for this design. ♦♦♦. .0 ER P F A'orl�� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ♦ �. / , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-9-6. ice~ �G E N Interior(1) 25-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & V F•••• MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4 NO 22839 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. ^ 'O : c 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) ; 13 2=671, 11=671. o 0 •• • <C/ ��//lilril:• Wafter R Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 24,2019 -- WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE M11-7473 rev. 44%II3/2015 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 p�yiygqi� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIyrPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679542 1449_8 H6 Hip 1 1 Job Reference opt ona Builders First Source, Plant City, FL - 32566. 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:57 2019 Page 1 , I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-YCQ7ZS IMkQBUwzZMoa3DB3?3MHbf W I gdz3rRMJyuurW -1-0-q 6-8-12 12-7-12 , 17-fi-8 19-7-0 24-5-12 , 30-4-12 , 37-1-8 35-1-$ -0-0 6-8-12 5-11-0 4-10-12 2-0-8 4-10-12 5-11-0 6-8-12 -0-0 4.00 12 6x6 = 5x6 = Scale = 1:68.7 ST1.5x8 STP = 1° 11 16 15 �' " ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 17 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.55 BCDL 10.0 Code FBC2017/TP12014 Matrix-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=1421/0-8-0, 11=1421/0-8-0 Max Horz 2=112(LC 16) Max Uplift 2=-668(LC 8), 11=-668(LC 9) 3x4 = 3x4 = 46 = 3x4 = 3x8 = 27-5-4 37-1-8 , DEFL. in (loc) Ildefl L/d PLATES GRIP Vert(LL) 0.33 16-18 >999 240 MT20 244/190 Vert(CT) -0.53 16-18 >824 180 Horz(CT) 0.15 11 n/a n/a Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc pudins BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3386/2189, 3-5=-3086/2013, 5-6=-2277/1613, 6-7=-2107/1561, 7-8=-2277/1613, 8-10=-3086/2013, 10-11=-3386/2189 BOT CHORD 2-18=-1975/3154, 16-18=-1601/2604, 15-16=-1181/2107, 13-15=-1605/2604, 11-13=-1979/3154 WEBS 8-15=-703/558, 8-13=-183/524,10-13=-345/354, 5-16=-703/558,5-18=-183/524, 3-18=-345/354, 6-16=-306/521, 7-15=-3061521 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=15f; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-6-8, Exterior(2) 17-6-8 to 25-2-14, Interior(1) 25-2-14 to 38-1-8 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 = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=668, 11=668. '�,tjlIII1111111,I EFl P. No 22839 r i � '.% O F : ��t/ � Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 1,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Fla building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* T e�p is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. 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 T17679543 1449_B H7 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:58 2019 Page 1 I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-OP_Vmol?VkJLY77YMHaSkGYCxhv6 FoVnCjb?umyuurV -f-0-q 8-2-2 15-6'8 21-7-0 , 28-11-6 37-1-8 30-1-8 i-0-0' 8-2-2 7-4-6 6-0-8 7 4-6 8-2-2 0-0 4.00 12 i 5x6 = 5x6 = 518 619 Scale = 1:68.7 ST1.5x8 STP = 16 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x4 = 3x4 = 4x6 = 2x4 II 3x8 = N IA d 8-2-2 15 6-8 21-7-0 28-11-6 37-1-8 8-2-2 7-4-6 6-0-8 7-4-6 8-2-2 Plate Offsets (X,Y)-- [2:0-0-2,Edgel, [9:0-0-2,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 0.86 Vert(LL) -0.68 11-13 >640 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.91 11-13 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-14, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=99(LC 16) Max Uplift 2=-680(LC 8), 9=-680(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3390/2287, 3-5=-2542/1803, 5-6=-2336/1761, 6-8=-2542/1803, 8-9=-3390/2287 BOT CHORD 2-16=-2061/3139, 14-16=-2061/3139, 13-14=-1419/2336, 11-13=-2065/3139, 9-11=-2065/3139 WEBS 3-16=01326, 3-14=-992/687, 5-14=-193/487, 6-13=-193/487, 8-13=-992/687, 8-11=0/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-6-8, Exterior(2) 15-6-8 to 21-2-6, Interior(1) 21-2-6 to 21-7-0, Exterior(2) 21-7-0 to 27-2-14, Interior(1) 27-2-14 to 38-1-8 left rrrrrl1111 zone; cantilever and right exposed ; end vertical left for forces ,`N" .� �R P and right exposed;C-C members and & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ,1 ``P�.• �.....; �� /� J� �� V 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •� �.� `SF••• i 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 i No 22839 will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide * mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) :• 2=680,9=680. 0Ay?F . .,�4fI N AL +++ullrr Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. July 24,2019 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 10l0312015 BEFORE USE. Mull 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 �A/vya 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 ANSI7TPIl 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 TrItSS Truss Type Qty Ply T17679544 1449_B HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:59 2019 Page 1 I D:hN QoQTzK_wvsy_l cN01y?Lz8mOV-UbYu_SJdG1 RCAHikw?5hGU4Se5Km_I?wQNKYQCyuurU 5-3-15 4-6-1 Scale = 1:21.2 Io 3x4 = txv u 5 ST1.5x8 STP = 5-3-15 12-0-0 2-6-1 Plate Offsets (X,Y)-- [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.21 6-7 >531 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical Max Horz 2=137(LC 4) Max Uplift 4=-117(LC 4), 2=-323(LC 4), 5=-118(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/429 BOT CHORD 2-7=-4931787, 6-7=-493/787 WEBS 3-7=-174/485, 3-6=-942/590 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) except Ot=lb) 4=117, 2=323, 5=118. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 lb up at 4-2-15, 31 lb down and 45 lb up at 4-2-15, and 59 lb down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) AWARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 andtruss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. IIIIIIIIIII!!!! �-�eR P, , G E N No 22839 OF �T • _ �'iF••4OR19• •N.`� /111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679545 1449 B HJ2 Diagonal Hip Girder 2 1 ' Job Reference (optional) Builders First Source, Plant City, FL - 32566. -1-5-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=80/Mechanical, 2=213/0-8-0, 4=20/Mechanical Max Horz 2=71(LC 4)' Max Uplift 3=-71(LC 8), 2=-223(LC 4). 4=-36(LC 4) Max Grav 3=80(LC 1), 2=213(LC 1), 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s Jun 8 Zulu MI I ex Inaustrles, Inc. Wed JUI 24 09:1 b:UU zuly rage i ID:hNQoQTzK_wvsy_l cNOly?Lz8mOV-zn5GBUKFI LZ3nRHxUicwphdinVokjnB4fl46zeyuurT 4-2-3 4-2-3 Scale = 1:10.6 4-2-3 DEFL, in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=223. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 37 lb up at 1-4-15, and 66 lb down and 37 lb up at 14-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert:5=61(F=30, B=30) `'�1p111i1Jfltflll' ���� P�-� eR P �i� �.• •GENS'•��/��i.. No 22839 �C .p: OF : �/• .,�� `SRO N A`��♦♦♦ Walter P. Finn PE Nc.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS I AND INCLUDED f/1ITEK REFERENCE PAGE A f/1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability or design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi leka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and 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 T17679546 1449_B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:01 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-RzfePpLtofhwPbs71 Q79MvAndu2bSERDuhpfV5yuurS 7-0-2 Scale = 1:16.2 2.83 12 0 5 w r= 2 1 i 6 4' 7 4 t1' �• 3x4 = ST1.5x8 STP = i 7-0-2 702 Plate Offsets (X,Y)-- f2:0-4-1110-0-11 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 0.64 Vert(LL) -0.08 2-4 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 24 >507 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 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 10-0-0 oc bracing. REACTIONS. (lb/size) 3=154/Mechanical, 2=303/0-8-0, 4=68/Mechanical Max Horz 2=104(LC 4) Max Uplift 3=-124(LC 8), 2=-257(LC 4) Max Grav 3=154(LC 1), 2=303(LC 1), 4=114(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,01111111111 3=124, 2=257. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 lb up at `fir ER p NN P, 4-2-15, and 31 lb down and 45 Ib up at 4-2-15 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at ,P�.�N ••... `` y.'•�� E ,'i�i G S'�:•.•• 1-4-15, and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. %N0 22839 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 "d Uniform Loads (plf) •• A F Vert: 1-3=-54, 2-4=-20 �i�� ••• Concentrated Loads (lb) Vert:6=58(F=29, B=29) Q p '�ONALE* �',`` >>irl l n 1►► Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-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 {�� /i`/ ����, building design. Bracing indicated is to prevent buckling of individual trusss web and/or chord members only. Additional temporary and permanent bracing I V l� l•�ek• is always required for stability and to prevent collapse with possible personal, injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 I Job Truss Truss Type Qty Ply T17679547 1449_B T1 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant Gity, FL - 32b66, 6.24U s .tun is Zulu MI I etc inaustnes, Inc. vveo Jul z4 usv I b:uz zu-1 a rage -1 ID:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-vADOc9LVZypnl IRJb7eOu6iu9lliBVKM6LZC1 XyuurR 1-0-q 8-4-4 i15-10-13 18-3-2 , 23-7-0 29-11-6 37-1-8 3a-1_4 �r 8 4 4 7-6-8 2 4-5 5-3-14 6-4-6 7-2-2 1-0-0 4.00 12 5x6 = t 5x6 = 5x6 = Scale Scale = 1:70.1 ST1.5x8 STP = "' ,1 — — 14 — 12 11 ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 5x8 = 3x4 = 2x4 II 3x8 = 3x6 = 9-6-7 7-2-2 N O 4 I� O 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 0.84 Vert(LL) 0.31 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.61 14-16 >714 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 176 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP No.2 WEBS . 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-1 cc bracing. REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-632(LC 8), 9=-678(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3356/2079, 3-5=-3210/2097, 5-6=-2842/1921, 6-7=-2720/1836, 7-8=-2726/1738, 8-9=-3436/2068 BOT CHORD 2-16=-1849/3107, 14-16=-1257/2259, 12-14=1377/2518, 11-12=-1819/3186, 9-11=-181913186 WEBS 3-16=-417/437, 5-16=-582/951, 5-14=-677/1115, 6-14=-1059/780. 7-14=-191/344, 7-12=-142/400, 8-12=-721/469, 8-11=0/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124m'ph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 18-3-2, Interior(1) 18-3-2 to 38-1-8 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 (jt=lb) 2=632, 9=678. 4 `,o*ye�t�setrtrrr°° ��� �S`��; • G•E N S tit r'�i °+ No 22839 r p .+ -1353 Z. °4fJF O N A, 0,�`��� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED NJTEK REFERENCE PAGE f411-7473 rev, 1W0312015 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, nots building system. Before use, , the building designer must verify ofthe a applicability ty of design parameters and properly incorporate this design into the overall g g ' p g web and/or chord members only. Additional temporary and permanent bracing i7 ^��' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 andBCS/ 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 T17679548 1449_B T2 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:04 2019 Page 1 ID:hNQoQTzK_wvsy_i cN01y?LZ8mOV-rYLnl rN14a3VG2bijYhszXoE96_TlPgfaf2J6QyuurP -1-0-q 8-4-4 , 75-10-13 20-3-2 25-7-0 _ r_ 30-11-6 37-1-8 3I3-1-Q o-0 8 4 4 7-6-8 4 4-5 5-3-14 5 4-6 6-2-2 1-0-0' Scale = 1:70.1 4.00 12 5x6 = 5x6 = 19 N 4 u) IA 6 ST1.5x8 STP = 16 " 14 " 12 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 4x6 3x8 = 2x4 I 3x8 = i 8 4 4 15.10-13 0-3-2 25-7-0 30-11-fi 37-1-8 8-4-4 7-6-8 40 4-5 5-3-14 5-4-6 6-2-2 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 0.87 Vert(LL) 0.32 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.72 12-14 >610 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 i Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD 1-4: 2x4 SP Nc.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=-102(LC 13) Max Uplift 2=-633(LC 8), 9=-678(LC 9) r FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3380/2082, 3-5=-2491/1626, 5-6=-2450,11641, 6-7=-2724/1773, 7-8=-2946/1840, 8-9=-3454/2094 BOT CHORD 2-16=-1854/3130, 14-16=-1854/3130, 12-14=-1874/3113, 11-12=-1894/3206, 9-11 =-1 894/3206 WEBS 3-16=0/311, 3-14=-922/654, 5-14=-708/1222, 6-14=-1098/829, 6-12=477/405, 7-12=-323/633, 8-12=-512/369 Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-5-8 oc bracing. 1 Row at midpt 3-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 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 bearipg plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=633,9=678. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10iO3/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss'systems, see ANS11TPl1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. GEN • No 22839 -53 • '•. 09* p R k Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. July 24,2019 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job russ Truss Type Qty Ply T17679549 1449_B T3 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:05 2019 Page 1 I D:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-JIv9EBOOrtBMuCAuG FC5W IKPGW I DOw?ppJntesyuurO -1-0-q 8-4-4 15-10-13 22-3-2 1 27-7-0 131-11-6 37-1-B 3p-1$ -0-0 8-4-4 7-6-8 6-4-5 5-3-14 4-4-6 5-2-2 1-0-0' 4.00 12 5x6 = Scale = 1:70.1 ST1.5x8 STP = 16 " 14 13 11 11 ST1.5x8 STP = 3x8 = 2x4 11 4x6 = 5x8 = 3x4 = 3x4 = 4x6 = 3x8 = N Cl N IA 6 8-4-4 .15-10-13 22-3-2 27-7-0 37-1-8 8-4-4 7-6-8 6-4-5 5-3-14 9-6-8 ' Plate Offsets (X Y)-- [2:0-0-2 Edge], (9:0-0-6,Edge) 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 0.85 Vert(LL) 0.39 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.67 13-14 >653 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 173 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 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-M Max Horz 2=102(LC 12) Max Uplift 2=-635(LC 8), 9=-678(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3381/2073, 3-5=-2486/1632, 5-6=-2465/1631, 6-7=-3663/2381, 7-8=-3135/1936, 8-9=-3409/2135 BOT CHORD 2-16=-1845/3131, 14-16=-1845/3131, 13-14=-2204/3680, 11-13=-1678/2924, 9-11 =-1 933/3177 WEBS 3-16=01333, 3-14=-936/640, 5-14=-642/1167, 6-14=-155711056, 6-13=-371/353, 7-13=-601/870, 7-11=-56/348, 8-11=-280/281 NOTES- % 111111 f ##11I 1) Unbalanced roof live loads have been considered for this design. S ER p F !!!! 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., `��.•,.....,� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, ,�` V E N S •• �i �i� Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces •• F•••. & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60.i No 22839 ". 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. - r b 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) ;, 53 O�J 2=635, 9=678. OR I Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ft ME, Design valid for use only with MiTek@ connectors, This design is based only upon parameters shown, and is for an Individual building component, not w� Na 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 iTeW 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 ANSYrPlI 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 T17679550 1449_B T4 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:08 2019 Page 1 ID:hNQoQTzK_wvsy_l cNOly?LzBmOV-kKaHtDQG8oawlguTyOlo8NywpjLlbAEFVHOXFByuurL 1-0 8 4-4 15-10-13 20-0-15 24-3-2 29-7-0 37-1-8 3 1 7-6-8 4-2-2 4-2-2 5-3-14 7-6-8 -0-0 4.00 12 5x6 = Scale = 1:70.1 N 0 ,n N 1A 6 ST1.5x8 STP = 15 14 13 " 11 10 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 4x12 = 3x6 = 2x4 II 3x8 = 4x10 MT20HS = i 8-4-4 15-10-13 24-3-2 2i 9-10 37-1-8_____ 8-4-4 7-6-8 8-4-5 5-3-14 7-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.46 11-13 >954 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.84 11-13 >523 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NG.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6: 2x6 SP No.2, 7-9: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-13, 6-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=-101(LC 17) Max Uplift 2=-637(LC 8), 8=-678(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3371/2063, 3-5=-2525/1643, 5-6=-2480/1615, 6-7=-4415/2790, 7-8=-3381/2042 BOT CHORD 2-15=-1835/3120, 13-15=-1835/3120, 11-13=-2663/4444, 10-1.1=-1828/3117, 8-10=-1828/3126 WEBS 3-15=01314, 3-13=-890/608, 5-13=-572/1109, 6-13=-2233/1460, 6-11=-522/461, 7-11 =-900/1 445, 7-10=0/254 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. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=637, 8=678. %%�ru 1►IIt11r,1 ER.• F' N. No 22839 is >* 'f OF OR N ��`S1. l0 N A, 1`,``� � Walter P. Finn PE Ho;22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verify design parameters and READ NOTES ON THIS ANDdNCLUDED VUTEK REFERENCE PAGE 01-7473 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' Tek' 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 'y'0 a fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679551 1449_B T5 Roof Special 1 1 Job Reference (optional) kjuiiaers rlrSt bounce, rlant uty, t-L - Utlbb, b..e4u s Jun u eu j imi I eK Inaustrles, Inc. vveo Jul z4 ud:l b:'IU ZU"ly rage "I I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-gii2luSWgQge_72s3poGDo2FJX1636rYybVdJ3yuurJ -1-0- 8-4-4 I15-10-13 21-0-15 23-5-5 26-3-2 31-7-0 37-1-8 3 -1 0-0 8-4-4 7-6-8 5-2-2 2 4-6 2-9-13 5-3-14 5-6-8 0-0 'Scale = 1:70.1 4.00 12 5x6 = 5 ST1.5x8 STP = 16 " 14 13 12 11 ST1.5x8 STP = 3x8 = 2x4 I 4x6 = 5x8 = 6x12 MT20HS = 5x8 = 2x4 11 3x8 = 8-4-4 15-10-13 21-0-15 23-5-5 26-3-2 31-7-0 37-1-8 8-4-4 ' 7-6-8 5.2-2 2 4-6 2-9-13 5-3-14 5-6 8 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [8:0-3-12,0-2-8], [9:0-0-6,Edge], [12:0-3-8.0-2-81 LOADING (psf) SPACING- 2-0-0 I CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 11.25 TC 0.89 Vert(LL) 0.52 13 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.87 13-14 >502 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-14, 6-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=-102(LC 13) Max Uplift 2=-638(LC 8), 9=-678(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3379/2062, 3-5=-2492/1623, 5-6=-2487/1618, 6-7=-4342/2737, 7-8=-5261/3277, 8-9=-3498/2108 BOT CHORD 2-16=-1835/3128, 14-16=-1835/3128, 13-14=-2478/4121, 12-13=-3197/5316, 11-12=-1909/3234, 9-11=-1908/3245 WEBS 3-16=0/327, 3-14=-930/637, 5-14=-619/1153, 6-14=-1948/1307, 7-12=-702/492, 8-12=-1330/2156,6-13=-468/922,7-13=-14361897 NOTES- 1) Unbalanced roof live loads have been considered for this design. ayyrs f l t i 11tf� j j� 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�,�fi A dddd GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to,3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, i�+t `> .* * � drr Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces ♦1 V `(� 1 S :%! r� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,*. •' L �•••. 3) Provide adequate drainage to prevent water ponding. No 22$39 r 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.. ; - L); 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=638,9=678. OArF Ns; rrddsS�ONAe \%,,`, Wafter P. Finn PE No.22839 Welk USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE IAII-7473 rev. 1010312015 BEFORE USE. pq Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not m atruss 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 �1'p i��° 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/TPl1 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 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-y,s' For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown. and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. -DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 A General Safety e ,.. 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 SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with 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 d Trusses are designed for wind loads in the plane of the specified. truss UnIeSS OtherWlSe SIIOWn. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 1Oft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior © 2012 MiTek® All Rights Reserved 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. i 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015