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HomeMy WebLinkAboutTrussMULHERN+KULP RESIDENTIAL STRUCTURAL ENGINEERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhemkulp.com October 26, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1449 Model — Elevation B — Up to 160 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 (31) Reference Roof Truss Shop Drawings prepared by Builders FirstSource, Inc, dated- Ju,y 24, 2019, Mr. Bally: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing plan specifications and are in general conformance with the contract documents and are approved. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principal/Director of Operations OCT 2 6 2020 e°°!°`S� S G� 1 ��® °®O, Y ®®�e�?',•��cENS� �Zc F ' J• N 77 24 100 e ST � OF A � ®®®,�So� R1®N NAL 01111naR104 Signature +5eal 10126120 P,I Client Filesl 195 - Wade lumey Homesl2019119004 - Lakewood Park Cbmmunity17106 Paso Robles Blvd - 1449 B LHISubmittals12020-10-26 - strud 5ubmittal12020-10-26 - 1449 Model - Elev. B - FL RT Shop Drawing Letter. door ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL lakfto ama Bum"s FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(813) 752-1532 http:/Avww.bldr.00m - Per ANSIJTPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) Trusses are not designed to support brick U.N.O. Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. - Installation Contractor and/or 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. 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 7urney Homes 1449 Grp 2 Elevation B Lot Swing Left Layout: 1449_B_GL LAY Date: 06/07/19 Revision History: Rev 1: 07/19/19 Rev2: Rev3: NOT TO SCALE 1of1 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek � RE: 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: 7106 Paso Robles Blvd City: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special 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 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17679525 Al 7/24/19 2 T17679526 A2 7/24/19 3 T17679527 CJ1 7/24/19 4 T17679528 CJ3 7/24/19 5 T17679529 CJ5 7/24119 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 T17679536 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 7/24/19 No. Seal# Truss Name Date 23 T17679547 T1 7/24/19 24 T17679548 T2 7/24/19 25 T17679549 T3 7/24/19 26 T17679550 T4 7/24/19 27 T17679551 T5 7/24/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfrPI 1, Chapter 2. F1LE COPY O`%,�ER P. • 39 • �0:.. STATE OF � .:� �0� S ....... C? ,N E���. Walter P. Enn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 Finn, Walter 1 of 1 Job Truss Truss Type Qly ty PT P T17679525 1449_B Al Common 7 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:33 2019 Page 1 ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-Fbz3XF?JO29u2HjIPXdbD??z covuNF5SK1AWjyuuru - 0 6-8-12 12-7-12 18-6-12 24-5-12 304-12 37-1-8 -1- -0-0 6.8-12 5-11-0 5-11-0 5-11-0 5-11-0-0-0 Scale = 1:66.2 4.00 12 5x6 = ST1.5x8 STP = 14 " 'c ST1.5x8 STP = 3x8 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITPI2014 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 4x6 = 3x8 = 4x6 = 3x4 = 3xB = CSI. DEFL. in (loc) I/deft LId PLATES GRIP TC 0.74 Vert(LL) 0.30 14 >999 240 MT20 244/190 BC 0.86 Vert(CT) -0.56 12-14 >787 180 WB 0.78 Horz(CT) 0.16 10 n/a n/a Matrix-SH 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. 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) 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-M to 18-6-12, Exterior(2) 18-6-12 to 22-6-12, Interior(1) 22-0-12 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-M tall by 2-M 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. ,IIIIIIIIfIN No 22839 �O: S :�� 1 Walter P. Finn PE No.22839 Mfrek USA, Inc. FL Cert 6634 6904 Palace East Blvd. Tampa FL 33610 Date: WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Ml1-7473 rev. 10/8312015 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 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 ANS177P11 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 6 July 24,2019 Job Truss Truss Type City �TJ.b T1449B A2 Common 2 eference (optional) builders First Source, Plant Gity, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:35 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7Wyf3IQ51MQ7mMPzOveWHabyuurs -1-0-0 4-9-0 8-8-4 12-7-8 16-11-0 11-0 4-9-0 3-11-4 3.11-4 4-3.8 Scale = 1:30.3 3x8 = 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 5-5-8 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 5x6 = ST1.5x8 STP = 2x4 �, 6T1.5xB STP = 3x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.82 Vert(LL) 0.09 2-7 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.10 2-7 >999 180 WB 0.26 Horz(CT) 0.01 5 n/a rile Matrix-SH Weight: 66 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS. (lb/size) 4=142/0-8-0, 2=489/0-8-0, 5=643/0-8-0 Max Horz 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 260 (Ib) or less except when shown. TOP CHORD 2-3=-047/402 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-0-0 to 8-84, Exterior(2) 8-84 to 12.84, Interior(1) 12-84 to 16-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M 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) 4=107,2=286,5=209. `vim G E NSF ;ti o NO 22839 WAO R,OP N_�� A' EC%%%% 111111110 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 69.04 Parke East 61W. Tampa FL 33610 Date: July 24,2019 AWARNING - Verify 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, net • 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 ANSI1TPi1 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 TJob 1449_B CA Comer Jack 10 1 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:35 2019 Page 1 I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7Wyf3lQ5TQQHcMT?OveWHabyu urs 1-0-0 1-M 1-0-0 1-0-0 Scale = 1:6.1 2x4 = ST1.5x8 STP 1-0-0 Plate Offsets (X,Y)— [2:0-2-14,0-0-10) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 2441190 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 FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=8/Mechanical, 2=12510-8-0, 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. CompdMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ut=lb) 2=125. ``III11111/jl��, ER P � ee,e `.%%� IV No 22839 111 Walter P. Flnn PE No.22839 MiTek USA, Inc. R Cert 6634 6904 Padre East Blvd. Tampa R. 33610 Date: July 24,2019 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rov. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fromTruss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679528 1449_B CJ3 Comer Jack 6 1 Job Reference (optional) Irst source, Fiant city, FL - 62obb, 1-0-0 2x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:36 2019 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-fAfB9G1 BgzYTvIS K4gBlyddclpcu5wFY81Gg61 yuurr 3-0-0 m A 6 Scale = 1:9.4 Plate Offsets (X,Y)— [2:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 2-0 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2.4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=18710-8-0, 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 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=1b) 2=145. ,'tit 11111/�" �, �� \..��R P, F� ��jl C E N S��',��. ��,% No 22839 O' S •'�v #fill it" 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 paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 11L0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shovm, 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 FJobeference 1449_B CJ5 Comer Jack 4 1 (optional) buuaers rlrst source, rant city, t-L - 3JZM i, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:37 2019 Page 1 ^ ^ ID:hNQoQTzK_wvsy_1cN0Iy?Lz8mOV-8MCZMc2gRHgKXvlWeNiXNrAi3DuEgNVhMy?OfUyuurq 1-M 3x4 = ST1.5x8 STP = Scale = 1:13.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=103,2=165. .�,%'- �I ER ,P, G E Al 3F�ti ,,,'�: No 22839 p0: A F .••��: n� Walter P. Finn PE No.22839 MfTek 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 MITEK REFERENCE PAGE AUP7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• 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. Safetylnformation 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 EJ3 Jack -Open 7 1 Job Reference (optional) nuuaers rlrst bource, rlant Ury, rL - sz00o, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:38 2019 Page 1 I D: h NQoQTzK—wvsy_l cN01y? Lz8m OV-cYmyay3S CaoB82ci B4 Dmw2jyn dGSZglgb clxBwyu u rp Scale = 1:9.4 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets KY)— [2:0-2-14,0-0-101 LOADING (psD SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 24 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 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 FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 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. 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) .�� �P •� C E IV' • ti� ,��i No 22839 9� :WqO .:�� �. �O `• N ALE?• Wafter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/072015 BEFORE USE. Nil' valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679531 1449 B EJ5 JACK -OPEN 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-0.0 3x4 = ST1.5x6 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:38 2019 Page 1 ID:hNQoQTzK wvsy_lcN01y7Lz8mOV-cYmyay3SCaoB82ciB4Dmw2jtpdETZglgbclxBwyuurp Scale = 1:12.7 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/defl 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 FBC2017ITP12014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1). 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,,�III11111/��� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �� �E R P. 3=103, 2=165. ,� A�•, /� I, G E N 5+*-.. V\ No 22839 . 1Z .10 A OF% :•�41: 0RIOP'���`� �. ,ONAI %% Walter P. Finn PE No.22839 MRek USA, Inc. FL Cart 6634 6964 Parke East Blvd. Tampa FL 33610 Data: July 24,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1&M015 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 Mel( always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679532 1449_B EJ5A Jack -Open 1 1 Job Reference (optional) Irsi source, Plant city, FL - 3zobb, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:39 2019 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-41KKnl44zuw2mCBulok?SGF101ailH_gGUUjMyuuro Scale= 1:12.7 2x4 = ST1.5x8 STP _ 5-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I1de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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.(Ib) or less except when shown. 1. 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) 04-0 to 44=0, Interior(1) 44-0 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 100 lb plate capable of withstanding uplift at joint(s) 1 except Qt=lb)2=109. P. ♦e♦�� �'(Ef3 N0 22839 . A � � Walter P. Finn PE No.22839 Mrrek 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 MITEK REFERENCE PAGE Ml1-7473 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 KWIC always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnfolmadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job T uss Truss Type City Ply T17679533 1449_B EJ7 Jack -Open 13 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 3xB = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:40 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-Yxui?e4ikC2vOM15JVFE?To8wRs31 kE73wE2Fpyu um 7-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 2.4 >434 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12), 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.9 t2 N A N M N PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-11-4 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 at --lb) 3=131, 2=190. �,,,11111111IIIII�I I ER P. EIV No 22839 SI 10 �FS•.�RI %% 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 Ml1-7473 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 �s 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 ANSIyfPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available form Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply T17679534 1449_B ;as Hip Girder 1 2 Job Reference (optional) Builders First Source, Plant city, I-L - 32b55, 6.24U s Jun 13 ZU19 MI I eK Industries, Inc. Wed Jul 24 U9:15:44 21319 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj -1-0-q 7-0-0 14-7-15 22-5-9 30-1-8 37-1-8 3S-1-S -0 00 7-0-0 7-7-15 7-9-11 7-7-15 7-0-0 -0-0 4.00 12 7x10 = 2x4 II 3 16 17 18 4 19 5x8 =4x6 = 7x'10 = 20 21 22 5 623 24 25 26 7 Scale = 1:67.4 r ,A N IA 6 ST1.5x8 STP = 16 27 28 14 29 13 30 31 32 33 12 34 1P5 36 37 10 ST1.5x8 STP = 5x6 = 2x4 11 4x10 MT20HS _-4x12 = 4x10 MT20HS = 2x4 11 5x6 = 4x10 MT20HS = 30-1-8 37-1-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.89 BC 0.84 WB 0.91 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.77 12-13 >570 240 -1.06 12-13 >414 180 0.14 8 n/a n1a PLATES MT20 MT20HS Weight: 423 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural woad 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-M.8=2790/0-8-0 Max Horz 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=-391317428, 13-15=-3905/7391, 12-13=-6316/11897, 10-12=-3854/7383, 8-10=-3862/7419 WEBS 3-15=-135/718, 3-13=-2535/4732,4-13=-940/748,6-12=-956/754,7-12=-2576/4802, 7-10=-1271707 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top follows: 2x4 0-9-0 2x6 2 0-9-0 ,,,IIII chords connected as -1 row at oc, - rows staggered at oc. ,� ER P I, F/ �I Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs follows: 2x4 1 0-9-0 �s �.� ``P ••.......•• N , E N •• �i� connected as - row at oc. ♦�� V Ci aS y V F••% 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 4k, ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. No 22859 o 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 0 5) Provide adequate drainage to prevent water ponding. 6) All MT20 indicated. 0 F 4(/ plates are plates unless otherwise 7) This has been designed for 10.0 live load live oo�0�••• truss a psf bottom chord nonconcurrent with any other loads. ' �sl •' 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide 0j• R , .G `�,�� fit between the bottom chord and any tof rto �,, A' �, 9) Prlovide mechanical connection (by others) truss bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ON ill 2=1532, 8=1532. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiiTek® 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 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 trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetyinformation 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:hNQoQTzK._wvsy_l cNOly?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 Ito up at 7-0-0, 106 Ito 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 Ito down and 134 Ib up at 18-6-12. 106 lb down and 134 lb up at 20-0-12, 106 lb down and 134 Ito up at 22-0-12, 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 Ito 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-M. 81 lb down and 20 Ito up at 9-0-12, 81 lb down and 20 Ito up at 11-0-12, 81 lb down and 20 Ito up at 13-0-12, 81 Ito down and 20 lb up at 15-0-12. 81 lb down and 20 lb 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 Ito 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE MI1-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shovm, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 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 09:15:46 2019 Page 1 I D:hNQoQTzK—wvsy-1 cN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuORsh MTSyuurh -1-0� 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 32-1-8 37-1-8 3a-1-$ 0 0 844 7-6-8 5-5-6 5 5 6 2-7-15 2-7-15 5-0-0 0-0 Scale = 1:70.1 ST1.5x8 STP = 6x8 = 4.00 12 5x6 = 21 — 19 "' — 181. „ 11 5x8 = 5x8 = 6x8 = 6x12 MT20HS 16 " 1514 5x12 = ST1.5xB STP = 5x8 = 8-4-4 15-10-13 21-4-3 26-9-10 , 29-5-9 32-1-8 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)— [2:04-2,0-0-01, [9:0-0-4,0-5-41, [11:0-6-0,0-1-111. [12:0-4-10,0-0-01. [18:0-3-8,0-3-0), [22:0-1-12,0-5-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud 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 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 255 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 `Except' 45: 2x4 SP M 31, 11-13: 2x4 SP No.2, 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 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 Horz 2=-101(LC 9) Max Uplift 2=-859(LC 4). 12=-1087(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 9-18 JOINTS 1 Brace at Jt(s): 22, 24, 34 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=-524712666, 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=0/320, 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, � 25-34=-520/264, 8-34=-519/264 �.�t�R P. F�V,, NOTES- • V E NW ,�� ,• �C, 40 V F•••,� 1) Unbalanced roof live loads have been considered for this design. �� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., NO 22839 •� GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip * e' * r 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 drainage to 1) k/ adequate prevent water ponding. MT20 indicated. A F o 5) All plates are plates unless otherwise •. ��(/ 10 ,ii�� 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable 2-0-0 • O R , ' .*' . . studs spaced at oc. •, sf bottom chord ve load nonconcurrent with any other ive loads. his truss has been designed for a 10.0 l l TThis toad truss has been designed fora live of 20.Opsf on the bottom chord in all areas where arectangle 35-0 tall by 2-0-0 wide 9) 111811111110, 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) Walter P. Finn PE N0.22839 2=859, 12=1087. MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679535 1449_13 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 09:15:46 2019 Page 2 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 ib up at 30-0-12, and 234 lb down and 235 lb up at 32-1-8 on top chord, and 120 lb down and 121 lb up at 18-0-12. 120 lb 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) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must 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 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 P71J-t T17679536 1449 B GR3 GABLE 1 Reference (optional) tdunaers mrst Source, Plant city, hL - 3zbt)b, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:47 2019 Page 1 ID:hNQoQTzK wvsy_lcN01y?LzBmOV-rHpLT1A55LwvjRoRDTRnybRDF9RAsM9gWOW.?vyuurg -1-0-0 4-9-0 8-8-4 12-7-8 174-8 18-4-8 1-0-0 4-9-0 3-114 3-11-4 4-9-0 1-0-0 Scale = 1:312 4x6 = ST1.5x8 STP = 5xB _ ST1.5x8 STP = 3x6 = 3x6 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CS1. TC 0.44 BC 0.91 WB 0.17 Matrix-SH DEFL. in Vert(LL) 0.24 Vert(CT) -0.24 Horz(CT) -0.04 (loc) Ildefi L/d 8-10 >B49 240 8-10 >843 180 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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 2-1 0=-1 200/1295, 8-1 0=-1 161/1295 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS left left ,,��I/11111//// (envelope); cantilever and right exposed ; end vertical and right exposed; porch left and right exposed; ,�� ER P F/ II 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 , �% ` � s ♦♦♦V P •� G E 1V ••�ti ��i� •••� Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. ♦ V F 4) All plates are 2x4 MT20 unless otherwise indicated. No 228$9 5) Gable studs spaced at 2-0-0 oc. * •: 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1*0 A F 2=694,8=695. 9 Hanger(s)or other connection devices shall be provided sufficient to support concentrated loads 99 lb down and 118 lb u at iO'� •••�� ••• 3-0-0, and 99 lb down and 118 lb up at 14-3-7 on top chord, and 99lb down and 86 lb up at 3-M, 20lb down and 44 lb up at 5-1-1 �j�s1 R, . �,♦♦ bandQ;•• downlb and 44 lb up at 10-3-7, and 20 lb down 44 lb N Al an 99 lb dow and 86Olb up atn14 3 7 on bottom chard. Theddes gn/ elect on of such connection de i e(s) isown up atthe ,s�p st%.��� 11111 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). Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1­7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters show, and is for an individual building component, not ', a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor 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/nel1 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 T17679536 1449_13 GR3 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 09:15:48 2019 Page 2 ID:hNQoQTzK_ vvsy_lcN01y?Lz8mOV-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) ,A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1141/-7473 rev. 1&03,2015 BEFORE USE. Design valid for use only with MTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not �9 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply T17679537 1449_B H1 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 09:15:49 2019 Pagel ID:h NQoQTzK_wvsy_lcN01y?Lz8mOV-ngx6ujBLczAdzlxpKuvLsNgkH3sledmS7gvO4nyuure -1-0- 4-10-14 139-6 23-4-2 32-2-10 37-1-8 3 1 -0-0 4-10-14 8-10-8 9-6-12 B-10-8 4-10-14 -0-0 15 0 4.00 12 5x6 = 46 = 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 = 9-0-0 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 37-1-8 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 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 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 MatrixSH 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=1421/0-8-0, 10=1421/0-8-0 Max Harz 2=60(LC 12) Max Uplift 2=71O(LC 8), 10=-71O(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=-0074/2775, 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=01373, 7-12=-1167/891 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 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-M 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. 0P�'� E11 R ,P ! No 22839 OF : •��� Waller P. Ann PE ND.22839 MIT& USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679538 1449 B H2 Hip 1 1 Jab Reference (optional) ounuers rlrst ouurce, rlant Idly, 11 - JG,co, mz4u s Jun o Luls MI I eK Industries, Inc. Weo JUI z4 u`Jao:ol zui u rage 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-j23s IPDc8aQLC25CSJypyol?MsXp6Xflb8O78gyuurc -1-0-Q 5-10-14 11-0-0 18-6-12 26.1-8 31-2-10 37-1-8 38.1 J -0-0 5-10-14 5-1-2 r 7-6-12 7-6-12 5-1-2 5-10-14 -0 0 Scale = 1:67A 4.00 12 5x6 = 4 2x4 II 5x6 = 19 5 20 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 4x6 = 3x8 = 46 = 3x4 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1421/0-M.8=1421/0-8-0 Max Horz 2=73(LC 17) Max Uplift 2=-703(LC 8), 8=-703(LC 9) 26-1-8 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.94 Vert(LL) 0.40 13 >999 240 MT20 2441190 BC 0.88 Vert(CT) -0.6611-13 >661 180 WB 0.72 Horz(CT) 0.18 8 n/a n/a Matrix-SH Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. 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=-179412783, 11-13=-1797/2783, 10-11=-2197/3212,8-10=2'197/3212 WEBS 3-15=-460/427, 4-15=-131/382, 4-13=-526/852, 5-13=-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., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 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 vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=703,8=703. ,�1111111/�I� `% XIER P. P•'GENS No 22839 11 111JI11111, Wafter P. Finn PE No.22839 MiTek USA, Inc. FL can 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 MIP7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, DSB-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 T17679539 1449 B H3 Hip 1 1 Job Reference (optional) t3Uuaers mrst Source, Plan[ tiny, t-L - 3ZOdb, 8.24U s Jun 6 2019 Mi IeK Inaustnes, Inc. Wea Jul 24 U9:15:53 2019 Page 1 ID:hNQoQTzK_wvsy-1cN01y?Lz8mOV-gRAcj4EsgBh3RMFbZk—H1DgN3gCSaUL22RtEDYyuura -1-0-01 6-10-14 1 13-0-0 18-6-12 24-1-8 30-2-10 37-1-8 -0-0 6-10-14 11-2 5-6-12 5-6-12 6-1-2 6-10-14 -0-0 4.00 12 5x6 = 2x4 II 5x6 = 4 5 6 19 Scale = 1:67.4 ST1.5x8 STP = 16 15 '- 13 " 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 3x6 = 6-10-74 13-0-0 18-6-12 24-1-8 30-2-10 37-1-6 ' 6-10-14 11-2 5-6-12 5-6-12 I 6-1-2 s-10-14 Plate Offsets (X,Y)— [2:0-0-2,Edge), [8:0-0-2,Edge) LOADING (psf) SPACING- 2-00 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 13 >999 240 MT20 2441190 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 FBC2017/TP12014 Matrix-SH Weight: 178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-12 cc puffins. 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 2-0=-3444/2364, 34=-2781/1980, 4-5=-2846/2098, 56=-2846/2098, 6-7=-2781/1980, 7-8=-3444/2364 BOT CHORD 2-16=-2144/3195, 15-16=2144/3195, 13-15=-1635/2571, 11-13=-1638/2571, 10-1 1=-2147/3195, 8-10=-2147/3195 WEBS 3-16=0/262,3-15=-669/540,4-15=-169/405,4-13=-2971503,5-13=-333/348, 6-13=-297/503, 6-11 =-1 69/405. 7-11=-669/540,7-10=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) SGCpi=0.18 MWFRS C-C E terit4 ope) 0to 3-M, IInterior(1) 3-0-0 13 0-0, Exterior(2) 13 18 (enve and or(2) -11-0 0 00 to 6-12, ♦♦♦♦',CER'P, F ii Interior(1) 186-12 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 vertical left and right exposed;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ♦ / e ♦ �A ••,,..... ti ,i E Ns' •• nor plate grip ,♦♦ �G F•••, 3) Provide adequate drainage to prevent water ponding. `% 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4 No 2op 2839p 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% -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 at -lb) 2=694, 8=694. #,-,' OF Off. <v _.. .......... ss'�ON�'�� Walter R Finn PE No.22839 M[fek USA, Inc. FL Cent 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 MII-7173 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• 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 ANSUTPl1 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679540 1449_B H4 Hip 1 1 Job Reference (optional) ounoers rust source, riant uiry, rt. - oc000, d.[4u s dun d zing will i eK mausines, Inc. Weo Jul z4 ug:lb:04 zuig rage 1 ID:hNQoQTzK_wvsy_l cNOiy?Lz8mOV-8dk?xQFURVpv3Wgn7RV WZQNV 14ahJsABH5dnl?yuurZ 1-0-9 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 38-1-$ 0 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 - N Scale = 1:68.7 4.00 12 5x6 = 5 18 5x6 = 19 6 ST1.5x8 STP = 16 .. 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 15-0-0 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-M.9=142110-8-0 Max Horz 2=97(LC 12) Max Uplift 2=-683(LC 8), 9=-683(LC 9) 30 = 4x6 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.91 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.55 13-14 >795 180 WB 0.87 Horz(CT) 0.16 9 n/a n/a Matrix-SH Weight: 171 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. WEBS 1 Row at midpt 5-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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=-2069/3150 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. It: Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-M to 3-M, Interior(1) 3-0-0 to 15-M, Exterior(2) 15-0-0 to 20-7-14, 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 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-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 100 lb uplift at joint(s) except at --lb) 2=683, 9=683. R •'P 40 No 22839 13 A F Off.It •<v n� Watter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and 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 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_l cNOly?Lz8mOV-cglNBmG6CpxmhgPzh9016ewj2UwG2PbLMMLHRyuurY �1_0 6-8-12 12-7-12 17-0-0 20-1-8 24-5-12 30-4-12 37-1-8 38-1-6 1-0-0 N 12 5-11-0 4.41 3.1-8 4-4-0 5-11-0 6-6-12 -0-0 Scale = 1:68.7 4.00 12 5x6 = 5x6 = ST1.5x8 STP = 1O .r 16 15 iv " ST1.5x8 STP = 3x8 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 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=108(LC 12) Max Uplift 2=671(LC 8). 11=-671(LC 9) 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 37-1-8 3x8 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.71 Vert(LL) 0.3516-18 >999 240 MT20 2441190 BC 0.78 Vert(CT)-0.5813-15 >759 180 WB 0.47 Horz(CT) 0.15 11 n/a n/a Matrix-SH Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. 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, 8-10=-3084/2047,10-11=-3385/2226 BOT CHORD 2-18=-2010/3154,16-18=-1627/2602,15-16=-1242/2161,13-15=-1630/2602, 11-13=-2014/3154 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- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-9-6, 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 & 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 20.0psf 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=671, 11=671. ER P E IV No 22839 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. M032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not+ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 n N fV O July 24,2019 Job Truss Truss Type Qty Ply T17679542 1449 B H6 Hip 1 1 Job Reference (optional) uunoers rlrst auurce, runt l ny, rL - Jcaoo, O. L4D 5 Jun O ZDIa MI I8x mausmes, Inc. l'Veo JUI Z4 Ve: l0:0/ zuiv rage 1 I D:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-YCQ7ZSIMkOBUwzZMoa3DB3?3MHbf Wlgdz3rRMJyuurW -1-0 6-8-12 12-7-12 17-6-8 19-70 24-5-12 30-4-12 37-1-8 3a-1-8 -0-0 6-8-12 5-11-0 ' 4-10-12 2-0 88 4-10-12 + 5-11-0 6-8-12 4.00 12 5x6 = 5x6 = 6 7 Scale = 1:68.7 ST1.5x8 STP = 'o If 16 15 14 1J ST1.5x8 STP = 3x8 = 3x4 = 4x6= 3x4 = 3x4 = 46 = 3x4 = 3x8 = 9-7-0 27-5-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TIC 0.72 BC 0.79 WB 0.55 Matrix-SH DEFL. in (loc) I/deft Ltd Vert(LL) 0.33 16-18 >999 240 Vert(CT) -0.53 16-18 >824 180 Horz(CT) 0.15 11 rile n/a PLATES GRIP MT20 244/190 Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-7 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=112(LC 16) Max Uplift 2=-668(LC 8). 11=-668(LC 9) 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=-306/521 NOTES- ,,IIIIIi111�/j� 1) Unbalanced roof live loads have been considered for this design. ,�� ER 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-6-8, Exterior(2) 17-6-8 to 25-2-14, ,Ak� C E N S •• "Y i� 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 �� V lC•� ••••� & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 MO 22839 3) Provide adequate drainage to prevent water ponding. a. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * : •: 5) ' This truss hds 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. � 'U 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) p rq OF 2=668, 11=668. =SOT••• 60 .<pRIO, ♦�. `SIO N A%- E�C� %. Walter R Flnn 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 M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek• is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletyintormation 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 ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-0P_Vmol?VkJLY77YMHaSkGYCxhv6FoVngb?umyuurV -1-0 8-2-2 15-6-8 21-7-0 28-11-6 37-1-8 3 -1- -0-0 8-2-2 7I-6 6-0-8 7-4-6 8-2-2 -0-0 Scale = 1:68.7 4.00 12 5x6 = 5x6 = 518 6 19 ST1.5x8 STP = 16 "" 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x4 = 3x4 = 4x6 = 2x4 II 3x8 = 28-11-6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.86 BC 0.90 WB 0.33 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.68 11-13 >640 240 Verl -0.91 11-13 >480 180 Horz(CT) 0.16 9 n/a n/a PLATES GRIP MT20 244/190 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=0/326,3-14=-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 zone; cantilever and right exposed ; end I ER p 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. .��,. E N S •• 'Y �j� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��%� , V F��•,� �� 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 �� = N O 22839 �� 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 at=lb) 2=680,9=680. •: .00: A Walter P. Finn PE No.22839 Melt 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 M1TEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE ' Design valid for use only with MiTel,@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefy Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679544 1449_B HA 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 ID:hNQoQTzK_wvsy_lcN01y?Lz8mOV-UbYu_8JdG1 RCAHikw?5hGU4Se5Km_I?wQNKYQCyuurU -1-5-0 5-3-15 9-10-1 1�5-0 + 5-3-15 4-6-1 Scale = 1:21.2 3x4 = «� 5 ST1.5x8 STP = 5-3-15 7-3-15 9-10-1 5-3-15 2-0-0 2-6-1 Plate Offsets (X,Y)— (2:0-4-11,0-0-1) LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.54 BC 0.62 WB 0.19 Matrix-SH DEFL. in Vert(LL) 0.21 Vert(CT) -0.30 Horz(CT) 0.01 floc) I/deft Lld 6-7 >531 240 6-7 >379 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 371b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical Max Harz 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=-493/787, 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-" 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) 4=117, 2=323, 5=118. 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 Ib 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 (plf) 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) .�P�CE . E 1!'���i No 22839 r � OF .7 /1/: Walter R Finn PE No.22839 Welk 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 M11-7073 rov. 10103/2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 PI1 Quality Criteria, DSB-89 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 Qty Ply T17679545 1449_B HJ2 Diagonal Hip Girder 2 1 Jab Reference (optional) _ Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:00 2019 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-zn5GBUKFI LZ3nRHxUicwphdinVokjnB4fl46zeyuurT -1-5-0 4-2-3 1-5-0 - - 4-2-3 - Scale = 1:10.6 3x4 = ST1.5x8 STP = 4-2-3 Plate Offsets(X,Y)- [2:0-4-11,0-0-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in ((oc) Ildefl L/d PLATES , GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 2-0 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2A >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=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. Camp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.M tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 4 except at --lb) ' 2=223. ER P �i F 4', 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 37 Ib up at ,�� Q,�,V • • E IVS •• ti ��� 1-4-15. and 66111 down and 37Ib up at 1.4-15 on bottom chord. The design/selection of such connection device(s) is the F•••. �� 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). No 22839 * �• •% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 2-4=-20 •• F �(/ Concentrated Loads (lb) Vert: B=30) 0 Q �(/ % �i,�• 5=61(F=30, Q h� ����� .,t�si ••. 0 R C? O N All S�p Walter P. Hnn 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 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679546 1449_B HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:01 2019 Page 1 ID:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-RzfePpLtofhwPbs71 Q79MvAndu2bS ERDuhpfV5yuurS 3x4 = ST1.5x8 STP = Scale = 1:16.2 2.83 12 0 7-0-2 4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 24 >978 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 2-4 >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/TPI2014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M 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(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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=1b) 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 4-2-15, and 31 lb down and 45 lb up at 4-2-15 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, and 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 24=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) R IPdo , ft No 22839 0., 1 Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING -Verily design panunefors and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek(D 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 ANSUTPll Duality 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 T17679547 1449_B T1 Roof Special 1 1 Job Reference (optional) builders First Source, Plant Gity, FL - 3256b, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:02 2019 Page 1 ID:hNQoQTzK wvsy_lcNOly?Lz8mOV-vADOc9LVZypnllRJb7eOu6iu911iBVKM6LZC1XyuurR -1-0.9 8.4-4 15-10-13 18-3-2 23-7-0 29-11-6 37-1-8 10 8-4-4 7-6-8 2-0-5 5-3-14 6-4-6 7-2-2 Scale = 1:70.1 4.00 12 5x6 = 5 5x6 = 5x6 = ST1.5x8 STP = "' .. `. 11 14 - 12 11 ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 5x8 = 3x4 = 20 II 3x8 = 3x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 4-5,1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142110-8-0, 9=142110-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-632(LC 8), 9=-078(LC 9) 37-1-8 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.84 Vert(LL) 0.31 14 >999 240 MT20 2441190 BC 0.80 Vert(CT) -0.61 14-16 >714 180 WB 0.79 Horz(CT) 0.15 9 n/a n1a Matrix-SH Weight: 176 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-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=-137712518, 11-12=-1819/3186, 9-11 =-1 81913186 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=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 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 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members, 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. ,�1111111///I S4$' No 22839 S . �1C/` Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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, net• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent mllapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH 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 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_lcN01y?Lz8mOV-rYLnlrN14a3VG2bijYhszxoE96 TfPgfaf2J6QyuurP -1-0-0I 8-4-4 15-10-13 H 20-3-2 2�_I 30-11-6 37-1 -8 3♦3-1-8 8-4-4 7-6-8 4-4-5 5-3-14 5-4-6 6-2-2 -0-0 Scale = 1:70.1 4.00 12 5x6 = 5x6 = 19 ST1.5x8 STP = 16 '' 14 " 12 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 4x6 = 3x8 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber COL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 15-10-13 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TC 0.87 Vert(LL) 0.32 12-14 >999 240 MT20 244/190 BC 0.78 Vert(CT) -0.72 12-14 >610 180 WB 0.73 Horz(CT) 0.16 9 n/a n/a Matrix-SH Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 1 Row at midpt 3-14 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=-078(LC 9) 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=-2450/1641, 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M. Interior(1) 3-0-0 to 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=633,9=678. S E,P NsF No 22839 ;ONA Walter P. Finn PE No.22839 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING -Verily design parametersand READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 [�]J.:bReference T17679549 1449B T3 Roof Special 1 (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 8-4.4 I 15 ID:h-N-QoQTzK_wvsy_l cN01y?L-0z8mOV-JIv9EBOOrtBMuCAuGFC5WIKPGWIDOw?ppJntesyuurO --0718 232 2737337-1-8 3a-1-8 6 5-2-2 -0-0 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 16 - 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 5x8 = 3x4 = 3x4 = 46 = 3x8 = 8-4-4 15-10-13 22-3-2 27-7-0 37-1-8 8-4.4 7-6-8 6-0-5 5-3-14 9-6-8 Plate Offsets (X,Y)— [2:0-0-2,Edge], [9:0-M,Edge] LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deb 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 FBC2017/TP12014 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 micipt 3-14, 6-14 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 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=-1933/3177 WEBS 3-16=0/333,3-14=-936/640,5-14=-642/1167,6-14=-1557/1056,.6-13=-3711353, 7-13=-601/870,7-11=-56/348,8-11=-280/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. ``1111111/f���' 'J ,,�� ,� �� P F I��, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, ,� `PTV / � G E N S+'•. 4' Interior(1) 19-10-13 to 38-1-8 left ♦♦♦ V ••'� V :C•'•�� zone; cantilever and right exposed ; end vertical left and right exposed;C-C for members and forces ♦ & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 22839 3) Provide adequate drainage to prevent water ponding. 4) This has * :• •: truss 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 talc by 2-0-0 wide will fit between the bottom chord and any other members. �'fl 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10 �i �• - Q F ((/ 2=635,9=678. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPl1 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 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:hNQoQTzi wvsy_1cN01y?Lz8mOV-kKaHtDQG8oawlguTy01o8NywpjLlbAEFVHOXFByuurL 1-0 8-4-4 15-10-13 20-0-15 24-12 29-7-0 37-1-8 38-1-5 -0-0 8-4-4 7$-8 4-2-2 —r 4-2-2 14 7-6-8 -0-0' Scale = 1:70.1 4.00 12 6 0 5x6 = ST1.5x8 STP = 15 13 11 10 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 4x12 = 3x6 = 2x4 11 3x8 = 4x10 MT20HS = 8-4-4 15-10-13 24-3-2 29-7-0 37-1-8 8.4.4 7-6-8 8.4-5 5-3-14 7-6-8 Plate Offsets (X,Y)— [2:0-0-2,Edge], [9:0-0-2,Edge) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.46 11-13 >954 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.84 11-13 >523 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6: 2x6 SP No.2, 7-9: 2x4 SP M 31, 14: 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=-078(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, 10-11=-1828/3117, 8-10=-1828/3126 WEBS 3-15=0/314,3-13=-890/608,5-13=-572/1109,6-13=-2233/1460,6-11=-522/461, 7-11=-900/1445,7-10=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. II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) to 3-M, Interior(1) 3-M to 15-10-13, Exterior(2) (envelope) and -1-M 15-10-13 to 19-10-13,ER P 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 DOL=1.60 ♦� `p.�,,. • • //��l I, V E N S "• plate grip 3) Provide drainage ♦�♦ �C V F�••,• adequate to prevent water ponding. ♦ 4) All plates are MT20 plates unless otherwise indicated. No 22839 •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' = , * �• 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 0 2=637,8=678. .O :TA OF C? 1 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 M/1-7473 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 ANSUTPl1 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 T17679551 1449 B TS 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 09:16:10 2019 Page 1 I D:hNQoQTzK_wvsy_l cNOly?Lz8mOV-gii2luS WgQge_z2s3poGDo2FJX1636rYybVdJ3yuurJ -1-0� 8-4-4 15-10-13 _ _ 21-0-15 23-5-5 26-3-2 31-7-0 37-1-8 3p-1-8 1-0-0 8-4.4 ' 7-6-8 5-2-2 2-4T3 5-3-14 5-6-8 0 01 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 16 "' 14 13 12 11 ST1.5x8 STP = 3x8 = 2x4 II LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.26 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-5,8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 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=-078(LC 9) 4x6 = 5x8 = 602 MT20HS = 5x8 = N N 0 N I, 2x4 11 3x8 = 37-1-8 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.89 Vert(LL) 0.52 13 >846 240 MT20 2441190 BC 0.83 Vert(CT) -0.8713-14 >502 180 MT20HS 187/143 WB 0.82 Horz(CT) 0.18 9 n/a n/a Matrix-SH Weight: 172 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. WEBS 1 Row at micipt 3-14. 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-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 -1 2=-1 909/3234, 9-11 =-1 908/3245 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=-1436/897 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 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-" 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=638,9=678. No 22839 �- - O FR , O P;2,�� Walter P. Finn PE No.22839 MiTek USA, Inc."FL Cert 6634 6904 Parke test Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek®connedors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 duality 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 Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/ ' Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 /16 �� �' c1-2 c2-3 2. Truss bracing must be designed by an engineer. For WEBS f]bracing 3O wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I should be considered. a: U IN.I..AC&6 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. aO0 n_4. Provide copies of this truss design to the building For-4 x 2 orientation, locate ''+d' cs•7 BOTTOM CHORDS designer, erection supervisor, property owner and p p y all other interested parties. plates 0- from outside edge' of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. p THE LEFT. 7. Design assumes trusses will be suitably 9 y protected from Plate location details available in MITek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIITPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _ 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood TfUSS Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIfrPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015