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HomeMy WebLinkAboutTrussARRO,W.ON THE TRUSS REPRESENTS iTS LEFT END 06utn"s Builders FirstSource 1602INDUSTR14L PARK DR PLANT CITY FL Phone: (813) 759-5922 Faz (813)752-1532 http:I/Ww.bldr.com - Per ANSI/TPI 1-2007 all "Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer: - Dimensions are Feet -Inches- Sixteenths._ - Trusses are to be 24" o.c. unless not otherwise (U.N.O:j. Trusses are not designed to support brick U.N.O. Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. Installation Contractor and/or Feld Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. 11) 160 MPH EXPOSURE C TOLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibis & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade Jurney Homes 40 - 1200 Elevation A Lot Swing Left 2 Car Garage Layout: 40_1200_A_2CAR_GR_LAY Date: 01/29/18 Revision History: Revi: Rev2: Rev3: _ 1of1 4 . MUL,HERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com March 7, 2019 Karen D'Onofrio WADE JURNEY HOMES 3198 Aerial Way Brooksville, FL 34604 Florida Division 1202 Model — Elevation A — Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 WJH Project #: 022LWP001— 7103 Brookline Ave. Reference Roof Truss Shop Drawings prepared by Builders First5ource, Inc, dated* Feb. 6, 2018. Mrs. D'Onofrio: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principal/Director of Operations / 778 4 • r • o • (r Z yO•••• 1 AT 0 F •: /,� P.•IClientFi/esl195-Wade lumeyHomeS12019119004-LakewoodParkCommunity1022LWP001- 1202ALHI5ubmittals120>9-03-07-stmctsubmitta/I2019-03- 07- 1202 Model - Elev. A - FL RT Shop Drawing Letterdocr. ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. F MiTek�EVIE�®�®� RE- 40_1200 A 2CAR - CODE (;0N1FL §AM_k USA, Inc. Site Information: ST. LUPE COarke East Blvd. Tampa, FL 33610-4115 Customer Info: Wade Jurney Project Name: 40 1200_A Model: 4 ,,,..,�, Lot/Block: Subdivision: Address: City: 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 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 14 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 11 T13148496 Al 2/6/18 12 I T13148497 ICJ 1 12/6/18 13 I T13148498 I CJ3 1216/18 14 IT13148499 I CJ5 1216/18 15 I T13148500 I EJ4 1216/18 I 16 I T13148561 I EJ7 12/6/18 I E? IT13148502 I GR1 I2/6/18 I 18 I T13148503 I GR2 12/6/18 I 1 IT13148504 I H1 12/6/18 I 110 I T13148505 I H2 12/6/18 I I11 IT13148506 IH3 12/6/18 I 112 I T13148507 I H4 12/6/18 I 113 I T13148508 I HJ 1 1216/18 I 114 I T13148509 I HJ2 12/6/18 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019, IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in.the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for Wek's customers file reference purpose only, and was not taken into account in the preparation of these. designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. RECEIVED MAY 31 2019 ST. Lucie County, Permitting `,,IIIII III11j� ��� PQU I N GEMS• 68182 = it 1C): STATE OF �0SS/Q 1j111111tilt" Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 Velea, Joaquin 1 of 1 Job Truss Truss Type Qty Ply T13148496 40_1200_A_2CAR Al Common 13 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:31 2018 Page 1 ID:75V7DnGc85aTgwU BsSnePTzgPeD-kEgQxH5gEZOiwMY72UQ19pJggoDKgn l vN_8rspzo4W M �1-0-0, 6-2-8 11-7� 17-0-0 22 4-12 27-9-8 34-0-0 35.0-Q 1 0 6-2-8 54.12 5-4-12 5-4-12 5-4-12 6-28 1-0-0 3x8 = 4x6 = 4.00 12 14 3x4 = 4x6 = 3x8 4x6 = 3x4 = Scale = 1:57.7 3x8 = 8-10-14 17-M 25-1-2 34-0-0 8-10-14 8-1-2 8-1- 8-10-14 Plate Offsets (X.Y)— [2:0-4-O.Edgej. [10:0-4-O.Edge) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0,64 Vert(LL) 0.27 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 1,00 Vert(CT) -0.50 14-16 >806 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 MatrixSH Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-" oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size)-2=1309/0-3-8, 10=1309/0-" Max Horz 2=109(LC 16) Max Uplift 2-605(LC 8), 10=-605(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3187/1931, 35=289511749, 5-0=202011334, 6-7=202011334, 7-9=2895/1749, 9-10=-3187/1931 BOT CHORD 2-16=-1723/2978, 14-16=-13612436, 12-14=-1377/2436, 10-12=-1739/2978 WEBS 6-14=-547/975, 7-14=-7131526, 7-12=1821507, 9-12=349/339, 5-14=713/526, 5-16=-182/507,3-16=349/339 NOTES- 1) Unbalanced roof live loads -have been considered for this design. 2) Wind:,ASCE 7-10; Vult=160mph (3second gust) Vasd=124roph; 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 24-13, Interior(1) 241-13 to 17-0-0, Exterior(2)17-0-0 to 20A-13 zone; , V N �I cantilever left and right exposed; end vertical leftand right exposed•C-C for members and forces & MWFRS for reactions shown; �e PQ Lumber DOL=1.60 plate grip DOL=1.60 GENS'• 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. �� �,� F •'.• i 4) • This truss has been designed:for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i will fit between the bottom chord and any other members. No 68182 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at ; •; 7t joint 10, 1 • STA F t J ON AIr�.��. /unnl Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED NRPIr REFERENCE PAGENIF7473 rev. 101032015 BEFORE USE. Design valid for use only with MTek®' connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only- Additional temporary and permanent bracing iwiTek' 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 busses and buss systems, see ANSUTPt1 quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety information available from Truss Plate institute, 218 N. Lee Sheet, Sude 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty T13148497 40_1200_A_2CAR CJ1 Corner Jack 8 [ly1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:31 2018 Page 1 ID:75V7DnGc85aTgwUBsSn6PTzgPeD-kEgQxH5gEZOiwMY72UQ19pJoZoFhgwcvN_8rspio4WM -1-0-0 1-0-0 w 1-0-0 1-0.0 LOADING)(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7:0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (loc) 1/defl Ud TC 0.10 Vert(LL) -0.00 2 >999 240 BC 0.02 Vert(CT) -0.00 2 >999 180 WB 0.00 - Horz(CT) -0.00 3 n/a n/a Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Holz 2=40(LC 8) Max Uplift 3=-5(LC 13), 2=-119(LC 8) Max Grav 3=16(LC 8), 2=121(LC 1). 4=19(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.1 m d N A d PLATES , GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3 and 119 lb uplift at joint 2. `�"11111111>tl,,I .•� QU I N vF�'�•,, ,ON. • G'E N S . F� �,�� No 68182 S OF �/ O •• <v /1111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNINti - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MTeliO'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 property incorporate'this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r► /� iTe k- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,y' fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSVTPII quality Criteria, OSS-89 and BCSI Building Component 69134 Parke Fast 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 T13148498 40_1200_A_2CAR CJ3 Corner Jack 8 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:32 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD-CQOp8d6S_sWZYW6JcBxXil sykCanZNs2ceuOOFzo4WL -1-0-0 3-0-0 1-0-0 3-0-0 i Scale = 1:9.4 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), I/de0 Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight:11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 or purlins- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=58(LC 12), 2=-130(LC 6) Max Grav 3=63(LC 1). 2=178(LC 1), 4=56(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; Cat. ill; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 2-11-4 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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 130 lb uplift at I N VFW �i� joint 2. ,%%,P�U �0 •�ElVS• F����� No 68182 Wit• ST OF •.*��� C? . S•....... M-�� .•�`, 1sj0N /nnlll • Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AL WARNING - Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 101032015 BEFORE USE Design valid for use only with NlTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not �o a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual tress web and/or chord members only. Additional temporary and permanent bracing M 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 busses and truss systems, see ANStITP11 Quality Criteria, DS849 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 T13148499 40_1200_A_2CAR CJ5 ComerJack 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 �I 0 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:33 2018 Page 1 ID:75V7DnGc85aTg WUBsSnePTzgPeD-gcyBLz741AeQ9ghV9vSmFEP1 fbtzlg5Crldxwizo4W K 1-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7:0 Lumber DOL 1.25 BC 0.28 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=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-108(LC 12). 2=-153(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.7 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.06 2-4 >909 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 54)-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 1I; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWF.RS 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 nonooncurrent 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 108 ib uplift at joint 3 and 153 lb uplift at joint 2. II111Utj, PQU IN VFW �.. ��� J� � � C•E lV S . F� 00 No 68182o 3 4. S OF : J 00 i�F •. 0 R I , (j s;ONHAL��,`�. 111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNING-VerhY design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev. 10/03/2016 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 verity the applicability of design parameters and property Incorponpat his design into the overall building design. Bracing indicated is to prevent buckling of individual buss web endfor chord members only. Additional temporary and permanent bracing M ITek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of mosses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss . Truss Type Oty ply T13148500 40_1200_A_2CAR EJ4 Jack -Open 13 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:33 2018 Page 1 ID:75V 7D nGc85aTgwU BsSnePTzgPeD-gcyBLz741AeO9ghV9vSm FEP4HbvTlg5Crl dxwizo4W K 100 420 Scale=1:11.3 4-2-0 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.34 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD REACTIONS. (lb/size) 3=98/Mechanical, 2=217/0-3-8, 4=40/Mechanical Max Horz 2=91(LC 8) Max Uplift 3=-88(LC 12), 2=-143(LC 8) _Max Grav 3=98(LC 1), 2=217(LC 1), 4=79(LC 3) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 4-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=.160rnph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13. Interior(1) 2A-13 to 4-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurfent 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 88 lb uplift at joint 3 and 143 lb uplift at joint 2. ,,�,11111111!!! %.•� Ppiu1N �vE�'�•,. 01 No 68182 OF 4U /nnnl Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek6'connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSOTPH Quality Criteria, DSB-89 and BCSI Building Component S904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street Suite 31Z Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply T13148501 40_1200_A_2CAR ER Jack -Open 11 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:34 2018 Page 1 ID:75V7DnGc85aTgwUBsSn6PTzgPeD-BpWZZJ8iW UmHnpGhjcz?nSx8T?B01 HLL4yNVT8zo4WJ -1-0-0 7-0-0 + 1-0-0 7-0-0 Scale: 3/4"=l' 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 2-4 >622 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.21 2-4 >397 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CH0kD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) . 3=166/Mechanical, 2=318/0-3-8, 4=81/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-135(1_C 12), 2=179(LC 8), 4=1(LC 12) Max Grav 3=166(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160rrph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ftCat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 6-11-4 zone; cantilever leftand 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 for truss to truss connections. girder(s) N Vp, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 179 lb uplift at joint 2 and 1 lb uplift at joint 4. ON • • ��� �� (,•E•N No 68182 No 0:• S OF :�41J 'N�. ��.<ORIp• % S,o N A1-�E n1nn1 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 111167473 rev. 70/0312015 BEFORE USE. ' Design valid for use only with MTek®'connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSUTPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply ' T13148502 40_1200 A_2CAR GR1 Hip Girder 1 1 Job Reference (optional) bumers FlrstSource, Plant City, FL 3356ti 8.13U s 5ep lb 2U1 r MI I eK Inaustrles, Inc. Mon Fen 5 2u:22:36 2U18 Page 1 - ID:75V7DnGc85aTgwUBsSnePTzgPeD-4BdJ_?9y250707Q4r1?TstlRRpoKVlgeXGscXOzo4WH 1-0-0 7-0-0 10-10-15 14-11-10 19-0-6 23-1-1 27-0-0 34-0-0 5-0- A-0 7.0.0 3-10-15 4-0-11 4-0-11 4-0-11 3-10-15 7-0-0 1-0-0 M Scale=1:68.6 NAILED NAILED NAILED NAILED NAILED Special 8x14 MT20HS 8x14 MT20HS 4.00 12 Special NAILED 2x4 I I NAILED 3x8 = NAILED 2x4 I1 WO WB = Us = NAILED 3 18 4 19 � .5 20 6 7 8. 21 9 Sx12 = 17 22 16 23 15 24 14 25 13 26 12 5x12 = 2v4 I I 8x14 MT20HS = 2x4 11 5x6 = 2x4 8x14 M720HS —_ NAILED I I Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 77 10-10-16 14-11-10 19-0.6 23-1-1 27-0-0 . 34-0-0 n 7-0 0 3-10-15 4-0-11 4 0 11 4-0-11 3-10-15 7-0-0 Plate Offsets (X.Y)— [2:0-3-3.Edge]. [3:0-10-12.0-2-12]. [7:05-O.Edge]. 19:0-10-12.0-2-12],j10:0-3-3.Edgpj, [14:0-7-0.05A],116:0-7-0.0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Well Lid PLATES GRIP TCLL 200 Plate Grip DOL 1.26 TC 0.92 Vert(LL) 0.97 1445 >418 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.33 14-15 >305 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.20 10 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 200 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 3-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3'Except* 3-16,5-16,5-14,8-14,9-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2643/0-3-8, 10=2644/0-3-8 Max Horz 2=48(LC 8) Max Uplift 2-1453(11LC 4), 10=-1454(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-2-3 or bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less,except when shown. TOP CHORD 2-3=7519/4021, 3-4=3352/5066,.45=-9351/5064, 5-6=-10523/5673,:6-8=10523/5673, 8-9=9418/5106, 9-10=7513/4019 BOT CHORD 2-17=37-71/7087, 16-17=375617048, 15-16=5653/10642, 14-15=5653/10642, 13-14=-4975/9416, 12-13=-3708/7044, 10-12=372217082 ' WEBS 3-17=237/618, 3-16=1450/2762, 4-16=-480/365, 5-16=-1502/801, 5-15=24/374, 6-14=-406/332, 8-14=674/1294, 8-13=1156/723, 8- 1 3=-1 499/2840, 9-12=-223/601 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.OpsY h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to: prevent water ponding. 4) All plates are,MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed'for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 1453 lb uplift at joint 2 and 1454 lb uplift at joint 10. - 8) "NAILED" indicates 3-1Od (0.148'x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall,be provided sufficient to support concentrated load(s)161 lb down and 168 lb up at 7-M and 161 Ib down and 168lb up at 27-0-0 on top chord, and 449 lb down. and•284 lb up at 7-0-0, and 449 Ib.down and 284 lb up at 26-11-4 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 C ,: 0?;. ��` -ii G-EN g . � No 68182 0:. S OF :�41J� 11111111� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 AWARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 1010312015 BEFORE USE Design valid for use only with WeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS-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 T13148502 40_f2OO A_2CAR GR1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:36 2018 Page 2 ID:75V7DnGc85aTgwUBsSnePTzgPeD-4BdJ_?9y250?07Q4rl?Tst1RRpoKVIgeXGscXOzo4WH LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inbrease=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 3=-112(F) 7=-112(F) 9=-112(F)17=449(F) 16=-61(F) 4=-112(F) 5=-112(F) 15=-61(F) 14=-61(F) 6=-112(F) 8=-112(F) 13=-61(F) 12=449(F) I8=-112(F) 19=-112(F) 20=-112(F) 21=-112(F) 22=-61(F) 23=-61(F) 24=61(F) 25=-61(F) 26=61(F) ® WARNING -Ve . design rdy g parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIJ-76I3 rev. 10/03/2075 BEFORE USE. Design valid for use only with MTek®'connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must ve* the applicability of design parameters and property incorporate s design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tempe. FL 36610 Job Truss Truss Type Qty Ply T13148503 40 1200 A 2CAR GR2. GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:39 2018 Page 1 ID:75V7DnGc85aTgwUBsSn6PTzgPeD-VmJScOCrLOOZtb9fWAZAUVf2aOnKiPw4DE4G8Lzo4W E 1-0-0 6-2-8 1 - -0 7-0-0 19-6-3 1 23-5- 28.3-1 34-0-0 -0-0 6.2.8 5-0-12 5�4-123-11-0 410-6 5-8-2 -0-0 4x6 4.00 12 5x8 8 30 % 30 30 % 6 g 3x4 NAILED NAILED 5 10 3x4NAILED NAILED 50 4 11 51 3 31 12 o a o ,e 1 2 — x8 = = 5x8 = 13 d Scale: 3/16"=1' 3x6 —_ 52 53 54 21 55 56 20 57 19 18 58 3x4 = 59 60 15 61 62 3x4 — 4x10 MT20HS = 3x4 = NAILED 3x6 = NAILED NAILED .NAILED NAILED 4x10 MT20HS = 5x8 = 3 _ 16 NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED 3x6 = NAILED 147TN_ `f7 d 21-8-0 23-7-8 8.10-14 17-04 19-" 79 235-7 283.14 3d-0-0 1 8.10.14 B-1-2 2-04 0-1- 1 1-11-7 .I 4A 8 5$-2 1-11-13 Plate Offsets (X,Y)— [8:0-0-10,0-0-5], [22:0-2-10,0-1-12], [22:03-0,0-2-0], [25:0-0-9,0-1-12], [25:0-3-0,0-2-0], [29:0-0-11,0-1-121, [29:0-2-8,0-2-8], [31:0-1-0,0-2-0], [42:0-2-0 .0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.18 2-21 >999 240 MT20 2441190 TCDL 7.0 .Lumber DOL 1.25 BC 0.86 Vert(CT). -0.35 2-21 >658 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 MatrixSH Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins. BOT CHORD 2x4 SP No.2 *.Except* BOT CHORD Rigid ceiling directly applied. or 6-0-0 oc bracing. 2-20: 2x4 SP No.1 JOINTS 1 Brace at Jt(s): 25, 29 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 43-0 except QtAength) 2=03-8, 13=03-8. (lb) - Max Horz 2=109(LC 27) Max Uplift All uplift 100 lb or less at joints) except 2=372(LC 4), 17=668(LC 4), 16=-238(LC 9), 13=232(LC 5) Max Grav All .reactions 250 lb or less at joints) except 2=731(LC 19), 17=1645(LC 1), 17=1645(LC 1); 16=556(LC 20), 16=368(LC 1), 13=361(L•C 20) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=14431655, 3-4=-961/374, 4-6=792/241, 6-7=-135/365, 7-8=-103/342, 8-9=342/911, 9-11=-241/674, 12-13=-435/245 BOTCHORD 2-21=-661/1334, 19-21=-2451601, 17-19=704/372, 16-17=-512/270,15-16=96/278, ��IIItI/e V N WEBS 4-225-296/287122-23=-626/498, 21-23=-426/372, 21-24=163f752, 6-24=1501743, 6-25=-829/435, 19-25=-861/454, 19-26=395/202, 7-26=3951202, 19-27=-450/1205,,� ,��OIX, �� ��i 17-28=-1401/547, 8-28= ••• G E N SF•'.• �i 8-27=-441/1187, 14011547, 17-29=320/168, 9-29=334/179, �� V� 1630=-158/253, 9-30=-158/253, 1631=7721396, 1131=-839/460, 15-32=0/343, No 68182 1132=0/343, 3-22=-421/290, 23-24=263/189, 1232=3671297 • 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., S F GCpi=0.18;'MWFRS (envelope); cantilever left and right exposed; end vertjcal left and right exposed; Lumber DOL=1.60 plate grip '. 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 building designer ANSI/TPI 1. . ��,� R \G\ • • • • • • • ss • ........ qualified as per �� ` ��/�,�� All plates 4 plates unless otherwise N A� E �% 5) All plates are 2x4) MT20 unless otherwise indicated0 . 6) Gable studs spaced at 2-0-0 oc. Joaquin Velez PE No.68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITek USA, Inc. FL Cert 6634 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 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 2, 668 lb uplift at February 6,2018 joint 17,238 lb uplift at joint 16 and 232 lb uplift at joint 13. ® WARNING-Verfly design parameters and READ NOTES ON THIS AND INCLUDED MN'EK REFERENCE PAGEMII-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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding, the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANStlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suae 312, Alexandria, VA 22314. Tampa. FL 366110 Job Truss Truss Type Qty Ply T13148503 40_1'200_A_2CAR GR2 GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 Is Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:39 2018 Page 2 ID:75V7DnGc85aTgwUBsSn6PTzgPeD-VmJScOCrLOOZtb9fWAZ_ AUVf2aOnKiPw4DE4G8Lzo4W E NOTES- 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 21=-20(B)19=-20(B) 3=-60(8)12=-60(B)50=44(B)51=44(B)52=14(13)53=-20(B)54=-20(B) 55=-20(8)56=-20(B)57=-20(8)58=-20(8)59=-20(B) 60=-20(8)61=-20(B)62=-14(B) ®WARNING • Ver!/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMIr-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MTeidel'connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the Wading designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing iw iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss systems, see ANSVrPIt Quality Criteria, DSB$9 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T13148504 40_T200_Al2CAR H1 Hip 1 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:40 2018 Page 1 I D:75V7DnGc85aTgwUBsS6ePTzgPe D-zztgpMCT6 KW QV kkr4t4P1 jB D9Q5ZRn sEStgpgozo4W D 1-0- 4-10-14 9-0-0 17-0-0 25-0-0 29-1-2 34-0-0 5-0- 00 4-10-14 4-1-2 B-0-0 8-0-0 4-1-2 4-10-14 1-0-0 4.00 12 5x6 = 2x4 11 5x6 = i 17 5 18 6 Scale=1:58.6 3x8 = 14 13 12 11 10 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 25-0-0 34-M 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 FBC2017lrP12014 CSI. TC 0.56 BC 0.99 WB 0.96 MatrixSH DEFL. in (too) Udefl L/d Vert(LL) 0.39 12 >999 240 Vert(CT) -0.62 12-14 >652 180 Horz(CT) 0.16 8 nla n/a PLATES GRIP MT20 244/190 Weight: 155 lb FT = 20°% LUMBER.; BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-6 cc purlins. 4-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=130910-3-8, 8=1309/0-3-8 Max Horz 2=61(LC 12) Max Uplift 2=648(LC 8), 8=-648(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3226/2305, 3-4=-2938/2025, 45=-3590/2533, 5-6=-3590/2533, 6-7=-293812025, 7-8=-322612305 BOT CHORD 2-14=2104/3017, 12-14=1746/2742, 10-12=1751/2742, 8-10=-2109/3017 WEBS 3-14=-2861378, 4-14=-86/390,4-12=671/1042, 5-12=-493/500, 6112=-671/1042, 6-10=-86/390, 7-10=286/378 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph 111 t l (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf h=15ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(l) to 9-0-0, Exterior(2) 9-0-0 to 29-9=11, '0%,Q`U N E�� ♦j�, ,2-4-13 Intenor(1) 29-9-11 to 35-0-0 left left for forces �� OP. • ` ENS zone; cantilever and right exposed ; end vertical and right exposed;C-C members and `,� , •• \ •. ♦♦ C 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Ne 41 3) Provide adequate drainage.to prevent water ponding. � i No 68182 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in areas where a rectangle 3-6-0 tall by 2-M wide * ;• •; all will fit between the bottom chord and any other = members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 lb uplift at joint 2 and 648 lb uplift at = -� joint 8: •• S O F � 4f ,0 N AL E •``• �nnn1 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE111I1-7473 rev. 10/032015 BEFORE USE -- Design valid for use only with MTeWconnectors. This design Is based only upon parameters shown, and is for an individual building component, not w a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply f13148505 402200_Al2CAR H2 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:41 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD-R9RC1 iD5tdfH7ul2dabeZwkMXgSuANINhXZNCEzo4WC 1-0-0 5-10-14 11'-D-0 17-0-0 23-0-0 28-1-2 34-0-0 5-0- -0-0 5-10-14 5-1-2 6-0-0 6-0-0 5-1-2 5-10-14 0-0 5x6 = 4'.b0 12 18 2x4 11 19 5x6 = Scale=1:58.6 3x8 = 16 15 14 13 12 _ 11 10 3x8 = 2x4 11 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 2x4 11 N f11 6 , 5-10-14 , 11-0-0 17-0-0 23A-0 28-1-2 34-0-0 5.10-14 5-1-2 6-0-0 6 0 0 5-1-2 5-10-14 Plate Offsets fX.Yh [2:0-4-O.Edge). [8:04-0.Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.34 13 >999 240 MT20 244/190 TCDL 7A Lumber DOL 1.25 BC 0.86 Vert(CT) -0.54 13-15 >746 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 8 n/a n/a BCDL 10-0 Code FBC2017ITP12014 Matrix-SH Weight: 162 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-85 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS, (lb/size) 2=130910-3-8, 8=1309/03-8 Max Horz 2=73(LC 12) Max Uplift 2=640(LC 8), 8=-640(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3253/2236, 3-4=-2698/1906, 45=-2892I2092, 5-6=289212092, 6-7=2698/1906, 7-8=-3253/2236 BOT CHORD 2-16=-2036/3028,15-16=2036/3028, 13-15=-1596/2502, 11-13=-1599/2502, 10-11=2040/3028, 8-10=2040/3028 WEBS 3-15=-561/468, 4-1 5=-1 52/372, 4-13=357/599, 5-13=364/376,.6-13=357/599, 6-11 =1 52/372, 7-11 =-561/46 8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; Cat. 11; Exp C; Encl., `%*'% U I N GCpi=0.18; MWFRS (envelope) and C-C Ekterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 11-0-0, Exterior(2)11-0-0 to 28-1-2, OP,Q F�� ♦j♦ Interior(1) 28-1-2 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & ,,� , •\ G-ENS 2 I♦♦ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �, Fes•. 3) Provide adequate drainage to prevent water ponding. i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- N O 68182 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide Z will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift atjoint 2 and 640 lb uplift at joint 8. : 3 ' OF 44/ �nnn� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 10/032015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply T13148506 40_12b0_A_ CAR H3 Hip 1 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Feb 5 20:22:42 2018 Page 1 ID:75V7DnGc85aTgwUBsSnePTzgPeD-vL?aE2Ejexn8k2tEBI6t68H W MEn2vnpXvBJwigzo4W B �1-0-0} 6-10-14 13-0-0 21-0-0 27-1-2 34-0-0 35-0-Q 1-06-10-14 6-1-2 8-0-0 6-1-2 6-10-14 1-6-0 Scale=1:58.6 5x6 = 5x6 = 3x8 = 14 13 11 9 3x8 = 2x4 I I 3x4 =3x4 = 3x8 = 2x4 4x6 = 8 10-14 13-0 0 21-0-0 27-1-2 34-0-0 LOADING (pso 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 CSI. TC 0.77 BC 0.93 WB 0.55 MatrixSH DEFL. in (loc) I/deft Ud Vert(LL) 0.28 11=]3 >999 240 Vert(CT) -0.56 11-13 >729 180 Horz(CT) 0.15 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 156lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. 45: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1309/0-3-8, 7=1309/0-3-8 Max Horz 2=85(LC 12) Max Uplift 2=-630(LC 8), 7=-630(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3201/2149, 3-4=-2508/1762, 45=-2315/1736, 5-6=2509/1762, 6-7=-0200/2149 BOT CHORD 2-14=-1943/2974, 13-14=-1943/2974, 11-13=1436/2314, 9-11=-1948/2974, 7-9=1948/2974 WEBS 3-13=702/539, 4-13=1631477, 5-11=-157/477, 6-11=7011538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rhph; TCDL=42psf; BCDL=3.Opsf; h=15ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-0-0, Exterior(2) 13-0-0 to 25-9-11, QU N VF ♦� Interior(1) 25-9-11 to 35-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %"I •• 2 ♦�♦ `,� , .• G E IVS F �•.� 3) Provide adequate drainage to prevent water ponding. � V 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i No 68182 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. - * ; •; 6) Provide. mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 2 and 630 lb uplift at = joint 7. :-53• S OF •4J Z ♦ % Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 A WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGEM11-7473 rev. 10/032015 BEFORE USE.° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Cdterta, 058-69 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type aty Ply T13148507 40_1200_A.2CAR H4 Hip 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:43 2018 Page 1 ID:75V7 DnGc85aTgwUBsSnePTzgPeD-NXYzSO FLPFv?MCSQI?d6fLpeW d6D el ig8 r2TH6zo4 WA ti-0-q 7-10-14 15-0-0 19-0-0 26-1-2 34-0-0 85-0-q •1-0-0 7-10-14 7-1-2 4-0-0 7-1-2 7-10-14 1-0.0 �1 0 1 4.00 12 5x6 = 5x6 = Scale = 1:59.6 16 15 iy 13 " 11 3x8 = 2x4 �I 3.4 =3x6 = 3x4 = 4x6 = 2x4 �� 3x8 = 7-10-14 .15-0-0 19-0-0 26-1-2 34-0.0 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud TCLL 200 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.44 11-13 >920 240 TCDL 7.0 Lumber DOL 125 BC 0.99 Vert(CT) -0.67 11-13 >599 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-6: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1309/0-3-8, 9=1309/03-8 Max Horz 2=96(LC 12) Max Uplift 2=618(LC 8), 9=-618(LC 9) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=3154/2069, 35=2288/1599, 5-6=2096/1564, 6-8=-2288/1599, 8-9=-3154/2069 BOT CHORD 2-16=-1859/2926, 15-16=1859/2926, 13-15=-1237/2096, 11-13=-186612926, 9-11=1866/2926 WEBS 3-16=01326, 3-15=-982/668, 5-15=-205/440, 6-13=-205/440, 8-13=982/668, 8-11=0/326 PLATES GRIP MT20 244/190 Weight: 153 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 5-2-2 oc bracing: 13-15. 1 Row at midpt 3-15, 8-13 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. Ill; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -140-0 to 2-443, Interior(1) 24-13 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 23-9-11 to 35-0-0 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 240-0 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 618 lb uplift at joint 2 and 618 lb uplift at joint 9. 0 n 0 J* ��� PQU I N VFW ee0 41 Jam• 'GENS. F�ee�i No 68182 *�• �* : 3 ST OF �0 A. OR I • C? �� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 ,& WARNING- Verfry desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and isfor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN 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 aty Ply T13148508 40_12i10_A,2CAR HJ1 Diagonal Hip Girder 2 1 Job Reference o tional Builders FifstSource, Plant City, FL 33556 8.131.1 s Sep 1b ZU1 f MI I eK Industries, Inc. Mon reb 5 ZU:-Z-Z:44 ZU1t1 rage t ID:75V7DnGc85aTgwUBSSnePTzgPeD-rk6LfkF_AY1 s_M 1 cJj9LBZMvd 1 UENnspNVol pZzo4W9 -1-5-0 5-3-15 7-0-14 I 9-10-1 1.5.0 5-3-15 1-8-15 2-9-3 NAILED 7-0-14 NAILED Lx4 I NAILED NAILED Scale=1:21.2 N N N LOADING (psf) TCLL 2010 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrPI2014 CSI. TC 0.53 BC 0.88 WB 0.19 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 (Igo) Udefl L/d 2-7 >999 240 2-7 >980 180 5 nla n/a PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-0-0 or bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=18/Mechanical, 2=437/0-4-9, 5=4l6/Mechanical Max Horz 2=137(LC 22) 'Max Uplift 4=29(LC 22), 2=316(LC 4), 5=-235(LC 8) Max Grav 4=25(LC 18), 2=437(LC 1), 5=416(LC 1) FORCES. (Ib) - Max. CompJMaz. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=751/346 BOT CHORD 2-7=403/686, 6-7=A03/686 WEBS 3-7=91/465, 3-6=911/535 NOTES- 1) Wind: ASCE 7-10. Vuit=160mph (3second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=3.Opsf; h=.15ft; Cat. II; Exp C; End., 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 five 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 members.,� ; •E N • • �� ��� chord and any other • • SF �'.• �i 4) Refer to girder(s) for truss to truss connections. �� : �,� 5) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 29 Ito uplift at joint 4, 316 lb uplift at joint N O 68182 2 and 235 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"4") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. - 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •� LOAD CASE(S) Standard SrF 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 ty Uniform Loads (pif) 1-4=-54, 2-5=-20R �A,Vert: 10.••` Concentrated Loads (Ib) Vert 3=91(F=46, B= a6) 7=-09(F=-20, B=-20) 9=55(F=27, B=27)�0 s��I ss "' • • ` �` N Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 6,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 1010312015 BEFORE USE • Design valid for use only with MTekral'connectors. This design is based only'upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, OSS-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 T13148509 40_1200 Ar2CAR HJ2 Diagonal Hip.Girder 2 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 1-5-0 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 20:22:45 2018 Page 1 I D:75V7DnGc85aTgwU BsSnePTzq PeD-Jwgjt4 Gcxs9jcWcpsQgakm u54 Ryz6 G4zb9XaL1zo4W 8 _ 5-9-3 5-9-3 Scale = 1:13.9 NAILED 3 NAILED 2.83 12 5 v! NAILED NAILED NAILED NAILED 5-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.08 2-4 >791 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 20 lb FT = 26% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Struc(ural wood sheathing directly applied or 5-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=136/Mechanical, 2=261/04-9, 4=43/Mechanical Max Horz 2=90(LC 4) Max Uplift 3=-116(LC 8), 2=229(LC 4) Max Grav 3=136(LC 1), 2=261(LC 1), 4=98(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15fiy Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent 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. 111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3 and 229 lb uplift at joint 2. ,��� V IN F� �I 6) NAILED' indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. �� N ,ems ,� ' G EN �'-• ��'�� SF �•.� �� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). `�� .'' �,N LOADCASE(S) Standard 1) Dead + Roof Live (balariced):,Lumber Increase=1.25, Plate Increase=1.25 NO 68182 ;• �; Uniform Loads (plf) Vert 1-3=54, 2-4=20 Concentrated Loads (lb) p •� OF �� Veit 6=55(F=27, B=27) i ���', • A,� P \_,�• R , . �+u 1111�D Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - February 6,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 rev. 10103UD15 BEFORE USE Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 buss systems, see ANSIrrPl1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke Past Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312, Alexandra, 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. Q'1116�r 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 �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal _ Plate Connected Wood Truss Construction. DSB-89: Design Standard for.Bracing. BCSI: Building Component Safety Information, Guide'to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 J. dimensions shown In ft-in-sixteenths (Drawings -not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 O 2 U a JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established.by others. © 2012•MTek® All Rights Reserved �o MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could'Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must'be designed by an. engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. 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 waneatjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1: 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size; and in all respects,- equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, H no coiling -is installed, unless otherwise noted.' 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria. ,