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971 Paradise Circle REVISIONS 0 S!rLyr. J d - ; , ��'�� FILE COPS 800 Seminole Road CITY OF ATLANTIC BEACH . } IA _ _ j Atlantic Beach, Florida 32233 v Telephone (904) 247 -5800 FAX (904) 247 -5845 j'.-4.0.111 >P REVISION REQUEST SHEET Date: a- R- Ay aol b Received by: Permit Number: 1 - SFR - 3o1 Resubmitted: Original Plans Examiner: Mi kc , � ,,, Project Name: Project Address: 9 3� 0 rc „ a ( fie C.,-,r �rGd C'1 Contractor: At he. F; r ! C4 „ri„e.-t o^ Contact Name Contact Phone : :50 •0. - `? o Contact e -mail: �' '� s re _ - -- Revision / Plan Check / Permit Fee (s) Due: $ ,,"^`� ` e a ^" Descri 1 tion of Pro 1 osed Revision to Existin ' Permit: 1 .r.. 1a L L Ifu 5 SIG r at ■ 1-ter - fDNN Y.:n . v1LCi •Y etc C.)C,I j.D ill f • Additional Increase in Building Value: $ Site Plan Revised: Additional S.F. Public W / U Approval: By signing below. I (print name) rI I C g 1 , LeFfi- is inclusive of the prop • se l changes. affirm that the above revision i Da , 4, Signature of Contractor / Agent (Contractor must sign if increase in valuation) — te a a I � ' Date r Office Use Only ; 11 (_ f ) v E Date: J ^ 3 + Ao Approved: Rejected: Notified by : A t .: 2016 1 Plan Review Comments: // / i ��i/ Ole c R- v S ell' Co TYGC7 dX r © TE t — L T T0 Lo py, De.. ent review required Yes No 4 Building ni • anning & Zoning Tree Administrator Public Works Plans Examiner Public Utilities S^ 7- / 6 Public Safety Fire Services Date Created 8/20/15 Rev. 2 FILE COPY LI r Commercial & Residential Design P.O. Box 4915 REVISION Fort Walton Beach, FL 32549 BP# /6 5FR 30/ (850) 864 -3100 (850) 240 -3520 DATE S 13 / /6 Fax (850) 862 -0043 SIGNED /h April 27, 2016 Mike Jones, Building Inspector /Plan Reviewer City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 -5445 Reference: 971 Paradise Circle Permit Number Applied For Alpha First Construction, INC., Builder, Slav Koletskin, Superintendent Truss Layout Approval and Foundation Change Dear Mr. Jones, In reference to the about new house, I am the engineer of record. I am writing this letter at your request to approve the truss layout. I make the following statement below: The truss layout and the revised foundation plan, sheet S.1, is approved by me. I am not approving the truss design. The truss layout and design was approved by the truss engineer. If you have further questions please call me at 850- 684 -5007, fax at 850- 862 -0043, or e- mail at buckfwb @gmail.com. Sincerely, 4Ee&o a f0, ' ad " irfees Elliott Digitally signed l by Elliott W. W "Buck" Allen, P.E. Elliott W. Allen, P.E. DN: cn= Elliott W. Florida Registration Number 42137 "Buck" Allen, P.E., "Buck" o,ou =Gulf Coast Engineering, Allen email= buckfwb@ gmail.com, c =US RE / 0E 11'1E P.E. Date: 2016.04.27 r 08:22:44 - 05'00' APR 272016 MANNING TRUSS Bob Sutton r BS i FILE COPY 2/4/2016 2:46 PM 11155 Phillips Parkway Dr.E Jacksonville FL 32259 904-268-8225 Doma SizerTM' © 2011 2015 BlueLinx Corporation Version: 16.0.0.1 Project: J150608 - Breffitt Res. Usage: lD: BM 1 pi RVISED BEAM Max g D C Max Deflection: LL = L/480 TL = L/360 i3 1/2" 3 1/2" 565psi - 565psi I 18' 2 1/2" (17' 11" Clear) LOADS Project Design Loads : Floor: Live =40.0 psf, Dead =15.0 psf Applied Live +Dead Ld(T) Live Ld(L) Location` # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional lnfo 1 Span Carried (psf) 37.0 20.0 125% 0 0' 18' 21/2" 17' s.c. (Slope: 0.0/12) - "H" TRUSSES FROM ABOVE 2 Uniform (plf) 123.8 0.0 90% 0 0' 18' 2 1/2" Uniform (plf) 14.78 0 0' 18' 2 1/2" Self Weight If "Applied To" is blank, all plies are assumed to be loaded equally. "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 4124 4124 Max 125% 1548 1548 Min Reaction 2577 2577 Min 125% 1548 1548 DL Reaction 2577 2577 Min Bearing 2.09" 2.09" [Based on bearing stress below] Brg Stress (psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 3454 1 18' 0 3/4" 41 13300 125% 0.26 M(ft -Ibs) 18775 1 9' 1 1 /4" 41 45525 125% 0.41 LtRn(Ibs) 4124 0 0' 41 6921 0.60 RtRn(Ibs) 4124 0 18' 2 1/2" 41 6921 0.60 LLDefl( ") 0.18 1 9' 1 1/4" 41 0.46 L/1242 TLDefI( ") 0.47 1 9' 1 1/4" 41 0,61 L/466 USE: onCENTER LVL 2.0E 1 3/4" x 16" 2 Plies onCENTER® LVL by BlueLinx Grade, Depth, Plies selected by user Connect plies together with 3 rows of 0.162" x 3 1/2" nails @ 12" o.c. (one row 2" from top, one row mid - depth, one row 2" from bottom). NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Analysis valid for dry -use only (less than 16% moisture content). 4. Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5. Bearing length (Min Bearing) based on allowable stress of support material (Bearing Stress); support material capacity shall be verified (by others). 6. When required by the building code, a registered design professional or building official should verify the input loads and product application. 7. This member has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 9. Load Combinations: 10= D, 20= D + 100 %, 30= D + 115 %, 40= D + 125 %, 50= D + 160 %, 60= D + 0.75(100% +115 %), 70= D + 0.75(100% +125 %), 80= D + 0.75(100% +115% +160 %), 90= D + 0.75(100%+125%+160%), 100= 0.6D + 160%, 110= D + Commercial (100%), 120= D + 0.75(100% +160 %) 10. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern =1 for LL, 0 for DL). • MEE MI ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. FILE COPY MiTek REVISION RE: J150608 - Breffitt Residence BP# ,� 3 hR .-o/ MiTek USA, Inc. DATES / /, , 6904 Parke East Blvd Site Information: CC . . Customer Info: Jax - House Project Nara = P • = • itit - odel: Tampa, FL 33610-4115 Lot/Block: 7 Subdivision: P. #dise Preserve Address: 971 Paradise Circle City: Jacksonville 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7 -10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 68 individual, dated 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 61GI5- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8430957 F01 4/13/016 18 , T8430974 C01 4/13/016 2 T8430958 F02 4/13/016 19 T8430975 CO2 4/13/016 3 T8430959 F03 4/13/016 20 T8430976 CO3 4/13/016 4 T8430960 F04 4/13/016 21 T8430977 001 4/13/016 5 T8430961 F05 4/13/016 22 T8430978 D02 4/13/016 6 T8430962 F06 4/13/016 23 T8430979 D03 4/13/016 7 T8430963 F07 4/13/016 24 T8430980 004 4/13/016 8 T8430964 F08 4/13/016 25 T8430981 D05 4/13/016 9 T8430965 F09 4/13/016 26 T8430982 D06 4/13/016 © Lg L� O V L 10 T8430966 A01 4/13/016 27 T8430983 007 4/13/016 J , v 11 T8430967 A02 4/13/016 28 T8430984 E01 4/13/016 J 12 T8430968 A03 4/13/016 29 T8430985 E02 4/13/016 13 T8430969 A04 4/13/016 30 T8430986 E03 4/13/016 APR 2 7 2016 14 T8430970 B01 4/13/016 31 T8430987 G01 4/13/016 15 T8430971 B02 4/13/016 32 T8430988 G02 4/13/016 16 T8430972 B03 4/13/016 33 T8430989 G03 4/13/016 17 T8430973 B04 4/13/016 34 T8430990 G04 4/13/016 The truss drawing(s) referenced above have been prepared by MiTek ��� ���� Industries, Inc. under my direct supervision based on the parameters ,.`.00PS A. A <B'.i, provided by Manning Building Supplies. . ��Z`. \- E �N S F.:9�j,� Truss Design Engineer's Name: Albani, Thomas j My license renewal date for the state of Florida is February 28, 2017. _ / _ IMPORTANT NOTE: Truss Engineer's responsibility is solely for STATE OF Zv design of individual trusses based upon design parameters shown : O . <v on referenced truss drawings. Parameters have not been verified ', cc`' <, R \ O P ;` as appropriate for any use. Any location identification specified is � �'ts` S /O N Al- ON for file reference only and has not been used in preparing design. ' ' ���1,,,,,1��`` Suitability of truss designs for any particular building is the Thomas A. Albani PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA, Inc. FL Cert 6634 te Parke East Blvd. Tampa FL 33610 per ANSI/WI-1, Chapter 2. Date: April 13,2016 Albani, Thomas 1 of 2 RE: J150608 - Breffitt Residence Site Information: Customer Info: Jax - House Project Name: Breffitt Residence Model: Lot/Block: 7 Subdivision: Paradise Preserve Address: 971 Paradise Circle City: Jacksonville State: FL No. Seal# Truss Name Date 35 T8430991 G05 4/13/016 36 T8430992 G06 4/13/016 37 T8430993 G07 4/13/016 38 T8430994 G08 4/13/016 39 T8430995 H01 4/13/016 40 T8430996 H02 4/13/016 41 T8430997 H03 4/13/016 42 T8430998 J01 4/13/016 43 T8430999 J02 4/13/016 44 T8431000 J03 4/13/016 45 T8431001 J04 4/13/016 46 T8431002 J05 4/13/016 47 T8431003 J06 4/13/016 48 T8431004 J07 4/13/016 49 T8431005 J08 4/13/016 50 T8431006 J09 4/13/016 51 T8431007 J10 4/13/016 52 T8431008 J11 4/13/016 53 T8431009 J12 4/13/016 54 T8431010 J14 4/13/016 55 T8431011 J15 4/13/016 56 T8431012 J16 4/13/016 57 T8431013 J17 4/13/016 58 T8431014 J18 4/13/016 59 T8431015 J19 4/13/016 60 T8431016 J20 4/13/016 61 T8431017 J21 4/13/016 62 T8431018 J22 4/13/016 63 T8431019 J23 4/13/016 64 T8431020 J24 4/13/016 65 T8431021 P01 4/13/016 66 T8431022 P02 4/13/016 67 T8431023 P03 4/13/016 68 T8431024 PO4 4/13/016 2 of 2 • Job Truss Truss Type Qty Ply Breffitt Residence T8430957 , J150608 F01 Floor Supported Gable 1 1 Job Reference (optional) , Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:47 2016 Page 1 j ID: 4 CZ 3 cxZb9uzGWxzmNsnSONyDMRX- PnOQ751Ok82cCIOIA6b1ILI9ZFOathB9lCokv zR4JU 0 8 0 - H8 Scale = 1:28.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 - e - 9 - i ■ II v il 1 1 il 1 A �1 A A A II a A A 41 1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3 = 3x3 = I 16 - 11 - 0 16 -11-0 Plate Offsets (X,Y)— 11: Edge, 0 -0- 121,(29:0- 1- 8,0 -0- 121,130:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 HOfZ(TL) 0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 75 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 16 -11 -0. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 28, 15, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4 -0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. . ‘ 01 p,S A 4 "i i • No 39380 _ _ • i -0 . !lam • tT"�i- -j i - 0iF ........ 0R1 . \ � � , '' ��i , ` � , , ��NAL � ? C;. • Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t � A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Mit 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 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 Breffitt Residence T8430958 , J150608 F02 Floor 5 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:2448 2016 Page 1 I D:4CZ3cxZb9uzG Wxzm NsnSONyD M RX- t_xpKRmOVSATgvzVkg7GqZrAEf97c5 EJ FsYI RQzR4JT 0-1 -8 H I 1 -3-p I I 2 -5-0 I sr 0-i 8 1:29.1 3x4 = 3x4 = 1.5x4 = 1.5x4 1.5x4 = 1 2 3 4 5 6 7 8 42 wai ' DA MOM 8 I 111 r 14 U � it 19 - 16 15 14 13 12 11 10 ►� 3x4 = 1.5x4 H 3x4 = 1 1 I 4 5 - 3-0 I 7 - 11 - 0 1 10 - 5 - 0 12 - 11 - 0 15 - 1 16 - 11 - 1 - 6 - 0 2 1 - 3 - 0 2 - 0 2 2 2 - 6 - 0 1 Plate Offsets (X,Y)— f8:0- 1- 8,Edoel, F18:0- 1 -8,0 -0 -121, f 19:0 LOADING (psf) SPACING 1 - 0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.24 12 -13 >819 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.37 12 -13 >543 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 86 Ib FT = 20 %F, 11 %E LUMBER BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 607/0 -5 -0, 9= 607/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17- 18=- 608/0, 1 -18 =- 607/0, 9 -19 =- 605/0, 8 -19 =- 604/0, 1 -2 =- 610/0, 2 -3 =- 1493/0, 3 -4=- 1973/0, 4 -5 =- 1973/0, 5-6 =- 1991/0, 6- 7=- 1484/0, 7- 8= -613/0 BOT CHORD 15- 16= 0/1130, 14- 15= 0/1973, 13- 14= 0/1973, 12- 13= 0/2089, 11- 12= 0/1819, 10- 11= 0/1148 WEBS 8 -10= 0/791, 1 -16= 0/786, 7 -10 =- 744/0, 2 -16 =- 724/0, 7 -11= 0/468, 2 -15= 0/505, 6 -11 =- 465/0, 3 -15 =- 700/0, 5 -13 =- 279/166 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to ,` , � 1 ,, be attached to walls at their outer ends or restrained by other means. SO 4. III ,%N �� O � pS A q( No 39380 _ Thomas A. Mani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll -7473 rev. 10/03/2015 BEFORE USE. Mit 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 ANSI/T911 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 Breffitt Residence T8430959 • J150608 F03 GABLE 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:49 2016 Page 1 I D:4CZ3cxZb9uzG WxzmNsnSONyDM RX -LAV BYnneGmI KS3Yh IXeVNmOKt3U I LQ0S UVHrzszR4JS 0-1 -8 H I 10 -11 -0 1 1 1 -1.15 1 Scale = 1:42.8 3x6 FP = 3x6 FP = 1.5x4 = 10x12 M18SHS = 6x6 11 4x7 11 7x10 MT2OHS = 8x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 937 III lil ICI lil lil lil lil bl lil 11 I � \ � . r� i N III III IIII II IC II I1 umA■111`= NT'amm.wA/IIMw.gmii 7 m■Ym■Y.liwYI∎ YI...mY ∎Yi■Y ∎Ylor�Y�BIB�YB1i�sei�Y —i1, I 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 6x6 = 3x6 FP = 6x8 = 10x12 M18SHS = 6x6 = 3x10 MT2OHS FP = 4x7 I I 6x8 = 10x12 M18SHS = 11 -5-0 11-3 -8 1 140 1 &o I 4-0 0 I 54-0 1 6 -8 n I 6 o o 1 9-4-° 1 8 0 1' 1 og 24-s+ 14-0 14-0 140 14-0 140 1-4-0 14 -0 a4-0 13-0 -3 0-3-8 0-1-8 Plate Offsets (X,Y)— 118:0- 3- 0,Edge), L19:Edae,0 -1 -81. [26:0- 3-0,Edoel, 137:0- 1- 8.0-0-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.16 23 >998 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.30 23 -24 >519 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.06 19 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 188 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4 -7 -14 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) *Except* end verticals. 32 -36: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2(flat) OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 11 -5 -0 except (jt= length) 19= 0 -3-8. (Ib) - Max Uplift All uplift 100 Ib or less at joint(s) except 27=- 902(LC 1) Max Gray All reactions 250 Ib or less at joint(s) 36 except 35=672(LC 1), 34= 618(LC 1), 33= 636(LC 1), 31= 630(LC 1), 30= 640(LC 1), 29= 602(LC 1), 28= 766(LC 1), 27= 901(LC 1), 19= 3032(LC 1), 26= 4549(LC 1), 26= 4549(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 18 -19 =- 3019/0, 12- 13=- 4831/0, 13- 14=- 8019/0, 14 -15 =- 8676/0, 15 -16 =- 8676/0, 16- 17=- 7078/0,17 -18 =- 2900/0 BOT CHORD 25- 26= 0/2847, 24- 25= 0/7045, 23- 24= 0/8922, 22- 23= 0/8430, 21- 22= 0/8430, 20- 21= 0/5729 WEBS 11 -26 =- 1318/0, 2 -35= -663/0, 3 -34 =- 609/0, 4 -33 =- 627/0, 6-31= -622/0, 7 -30 =- 626/0, 8- 29= -613/0, 9- 28= -685/0, 12 -26 =- 3708/0, 12- 25= 0/2714, 13 -25 =- 3029/0, 13- 24= 0/1332, 17-20=-3791/0, 18-20=0/3861 0, 16 -23= 0/336, 16 -21 =- 1850/0, 17 -21= 0/1845, ` `` ``O 0 %0 1111 . �'''' NOTES- _%% ' `. \ , ` Ci E NS�• *. /° ', 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. No O 3 9380 _ 3) All plates are 3x6 MT20 unless otherwise indicated. ••• * __- 4) Gable studs spaced at 1-4 -0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 Ib uplift at joint 27. 7:-011i10.,z.:: , 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to • �_ • ,� 1. • • be attached to walls at their outer ends or restrained by other means. , r ' . �i� ` 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 401111/0 Uniform Loads (plf) Thomas A. Alban) PE No.39380 Vert: 19- 36 = -7, 1-18=-468 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/032015 BEFORE USE � Design valid for use only with MTel& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M 1Tek 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 Criteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence T8430960 J150608 F04 Floor 3 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:50 2016 Page 1 I D: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- pM3ZI7nG 13QB3D6trF9kv_wV6Sp74 ?icj91 OWJzR4JR 0 -1 -8 H 1 1 -3 -0 i 2 -3 -8 0-18 Scale = 1:28.9 3x6 = 3x4 = 2x5 = 1.5x4 11 1.5x4 = 1 2 3 4 5 6 7 8 .111• w w kis 21Npril Od - wis ore Mil , gni A I & .. - . 111 /41 W IIW I . 19 Ill 9 s W. 1 0 16 15 14 13 12 11 10 5x5 = 3x4 = 1.5x4 11 3x4 = 0-3-3 0- -11 1 -7 -8 I 4-1-8 7 -11-0 i 10-5-0 12 -11-0 15-5-0 1 16 -11 -0 1 0411 1 1-4 -5 2 -6-0 3-9-8 2-6-0 2-6-0 2-6-0 1-6 -0 0-1 -8 Plate Offsets (X,Y)— 18:0- 1- 8,Edge1,117:Edge,0 -1- 81,118:0- 1- 8,0 -1- 01,119:0- 1- 8,0 -0 -12] LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.23 12 -13 >886 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.34 12 -13 >587 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 88 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 1314/0 -3 -8, 9= 612/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 17 -18 =- 1319/0, 1 -18 =- 1303/0, 9 -19 =- 610/0, 8 -19 =- 609/0, 1 -2 =- 728/0, 2 -3 =- 1582/0, 3-4 =- 2027/0, 4 -5 =- 2027/0, 5-6 =- 2016/0, 6 -7 =- 1502/0, 7- 8= -619/0 BOT CHORD 15- 16= 0/1238, 14- 15= 0/2027, 13- 14= 0/2027, 12- 13= 0/2125, 11- 12= 0/1841, 10- 11= 0/1160 WEBS 8 -10= 0/798, 1 -16= 0/788, 7 -10 =- 752/0, 2 -16 =- 710/0, 7 -11= 0/477, 2 -15= 0/477, 6 -11 =- 471/0, 3 -15 =- 663/0, 5 -13 =- 263/183 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Load case(s) 1, 2, 3, 4, 5, 6 has /have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 1111111 /� 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ,�1 �I� 5) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to 1.0 _ A p,S A. A , 1 t_ be attached to walls at their outer ends or restrained by other means. ` � �� 0 ,. • G E N -... 6) CAUTION, Do not erect truss backwards. •• \ S' • •• LOAD CASE(S) No 39380 1) Dead + Floor Live (balanced): Lumber Increase =1.00, Plate Increase =1.00 - * ' n. Uniform Loads (plf) • — Vert: 9- 17 = -7, 1 -8 =-67 = � Concentrated Loads (Ib) - � �n�' • . []� Vert: 1=-717 . _ E • - : !'V. 2) Dead: Lumber Increase =1.00, Plate Increase =1.00 . . "'� � . Uniform Loads (plf) � - .4% % •• O R � ConcentratedL pads (Ib) 1-8=-67 ♦ ♦' ' �ss / O N A � • , Vert: 1= -717 "1111111111 3) 1st chase Dead + Floor Live (unbalanced): Lumber Increase =1.00, Plate Increase =1.00 Thomas A. Alban) PE No.39380 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 4 =-67, 4 -8 = -13 MiTek USA Inc. FL Cert 6634 Concentrated Loads (Ib) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1= -717 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 11111• i a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall F 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 Breffitt Residence T8430960 J150608 F04 Floor 3 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:50 2016 Page 2 I D:4CZ3cxZb9uzG WxzmNsnSONyDM RX- pM3Z17nG 13QB3 D6trF9kv_wV6Sp74 ?icj91 O WJzR4JR LOAD CASE(S) 4) 2nd chase Dead + Floor Live (unbalanced): Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 3 = -13, 3-8 = -67 Concentrated Loads (Ib) Vert: 1 =-431 5) 3rd chase Dead: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1 -4=-67, 4 -8 = -13 Concentrated Loads (Ib) Vert: 1 = -717 6) 4th chase Dead: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 9- 17 = -7, 1- 3 = -13, 3 -8 = -67 Concentrated Loads (Ib) Vert: 1 = -431 INIM A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTeIOS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Breffitt Residence , J150608 F05 Floor 3 1 T8430961 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MTek Industries, Inc. Wed Apr 13 17:24:51 2016 Page 1 ID: 4 CZ 3 cxZb9uzGWxzrnNsnSONyDMRX- HZdxzSouoNY2hNh3PygzSBTgDs8FpQ21xpmy21zR4JQ 0-1 -8 H 1 1 I 1 2 - Scale= 1:41.8 4x4 = 1.5x4 = 3x5 = 1.5x4 11 3x6 FP = 3x5 = 4x7 = 1 2 3 4 5 6 7 8 9 10 11 12 3 26 'L- - a - ' w I i WA . \‘7 I I plr . .‘ ' N 4 1WWA LN I F 1 &NOW " 1 1 di e V I I .4 25 24 23 22 21 20 19 18 17 16 15 14 13 5x5 = 3x8 MT2OHS FP = 1.5x4 11 3x5 = 5x5 = 3x5 = 1 1 1 4-0-0 1 6-6-0 I 9-0-0 15-5 -3 1 17 -11 -3 1 20-5 -3 1 22 -11 -3 1 24-5 -3 1 1-6-0 2-6-0 2-6-0 2-6-0 6-5-3 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets (X,Y)— 11:Edge,0 -1-8], F12:0 -3 -0,Edgel. R6:0- 1-8.0-0-121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.46 18 >635 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) - 0.72 17 - 18 >406 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) ' Weight: 124 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) "Except* TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins, except 1 -10: 2x4 SP No.1D(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 13-22: 2x4 SP No.1D(flat) 2 -2-0 oc bracing: 19- 20,18- 19,17 -18. WEBS 2x4 SP No.2(flat) REACTIONS. (lb /size) 25= 883/0 -5 -0, 13= 887/0 -3-8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 25- 26=- 879/0, 1- 26=- 878/0, 12- 13=- 881/0, 1 -2 =- 924/0, 2 -3 =- 2371/0, 3-4 =- 3419/0, 4 -5= -4098/0, 5-6 =- 4388/0, 6 -7 =- 4388/0, 7-8= -4100/0, 8 -9 =- 3419/0, 9 -10 =- 2372/0, 10- 11=- 2372/0, 11- 12= -922/0 BOT CHORD 23- 24= 0/1745, 22- 23= 0/2980, 21- 22= 0/2980, 20- 21= 0/3838, 19- 20= 0/4388, 18- 19= 0/4388, 17- 18= 0/4318, 16- 17= 0/3849, 15- 16= 0/2977, 14- 15= 0/1748 WEBS 12- 14= 0/1228, 1- 24= 0/1194, 11 -14 =- 1148/0, 2- 24=- 1143/0, 11- 15= 0/868, 2- 23= 0/870, 9 -15= -842/0, 3 -23 =- 847/0, 9 -16= 0/615, 3 -21= 0/611, 8 -16 =- 597/0, 4 -21 =- 583/0, 8 -17= 0/349, 4 -20= 0/477, 7 -17 =- 366/0, 5 -20 =- 636/13, 7 -18 =- 231/473 1) NOTES- Unbalanced floor live loads have been considered for this design. %• � ,, S ' /4 , ,,,, I j � � 2) All plates are MT20 plates unless otherwise indicated. , � � S p . 4,4d••./4,• e 00 3) All plates are 3x3 MT20 unless otherwise indicated. � $, t\ � • \ E N • / 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. % •• • i 5) Required 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be NO 39380 attached to walls at their outer ends or restrained by other means. ' r 6) CAUTION, Do not erect truss backwards. -13 r •� -iiiiiiiito Thomas A. Albans PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Cdteda, 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 I Breffitt Residence J150608 F06 FLOOR 2 1 1 T8430962 'Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:51 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- HZdxzSouoNY2hNh3PygzSBTedsCZpQ9lxpmy21zR4JQ 1 -3 -0 1 2 -3 -5 0 -11-8 Scale = 1:28.7 4x4 = 3x4 = 3x3 = 1.5x4 11 3x3 = 3x3 = 3x4 = 1.5x4 — 1 4x7 = 2 3 4 5 6 7 8 11` i� ` �.e se a �1 t[7 — e llkWAIMIN 6 0 0°Iir , we ore ram :VA Rs a 16 15 14 13 12 11 10 ,� 3x3 11 5x5 = 3x4 = 1.5x4 11 3x3 = 3x3 = 3x4 = 5x5 = 3x3 = 16 -9 -5 I 16 -9 -5 Plate Offsets (X,Y)— [1:Edae,0 -1 -81, I8:0- 1- 8,Edael, 118:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.29 12 -13 >680 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.44 12 -13 >448 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 86 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins, except BOT CHORD 2x4 SP DSS(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 17= 909/0 -3 -8, 9= 903/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -17 =- 909/0, 9 -18 =- 899/0, 8 -18 =- 898/0, 1 -2 =- 903/0, 2 -3 =- 2220/0, 3-4 =- 2908/0, 4 -5 =- 2908/0, 5-6 =- 2942/0, 6 -7 =- 2203/0, 7- 8= -910/0 BOT CHORD 15- 16= 0/1682, 14- 15= 0/2908, 13- 14= 0/2908, 12- 13= 0/3092, 11- 12= 0/2694, 10- 11= 0/1706 WEBS 1 -16= 0/1202, 2 -16 =- 1084/0, 2 -15= 0/748, 3 -15 =- 1002/0, 3 -14= 0/324, 8 -10= 0/1174, 7 -10 =- 1106/0, 7 -11= 0/692, 6 -11 =- 683/0, 6- 12= 0/345, 5 -12 =- 256/0, 5 -13 =- 432/237 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. , ��,```P S 1 q �I ,� ,' • ,`� \`+` .e •e • :: .* .��G •E NS F ., 2 /': • No 39380 *. / Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East BNd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekS 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 MNTek' 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 Breffitt Residence T8430963 J150608 F07 Floor 11 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:52 2016 Page 1 ID:4CZ3cxZb9uzG WxzmNsnSONyDMRX- mIBJAopwZhgvJXGGzgBC _POw4GZEYtbvATWVaBzR4JP 1 1 -3-0 I 2-1-1 0 -H8 Scale = 1:32.6 3x4 = 3x6 = 1.5x4 II 1.5x4 = 1 2 3 4 5 6 7 8 9 i �► -- -- � �-• N - 11 Y y e ►1 1 18 17 16 15 14 13 12 11 � 4x4 = 1.5x4 I I 3x5 = 1 -6 -0 I 4-0 -0 I 6-6-0 I 12 I 15-1 -1 I 17 - - I 19 -1 -1 1-6-0 2-6-0 2-6-0 6-1 -1 2-6-0 2 -6-0 1-6 -0 Plate Offsets (X,Y)— [9:0- 1- 8,Edoel, [20:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.20 13 -14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.32 13 -14 >707 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 98 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (Ib /size) 19= 691/0 -3 -8, 10= 686/0 -5 -0 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1 -19 =- 686/0, 10 -20 =- 683/0, 9 -20 =- 682/0, 1 -2 =- 700/0, 2 -3 =- 1745/0, 3-4 =- 2387/0, 4 -5 =- 2656/0, 5-6 =- 2656/0, 6- 7=- 2392/0, 7 -8 =- 1743/0, 8- 9= -702/0 BOT CHORD 17- 18= 0/1324, 16- 17= 0/2145, 15- 16= 0/2656, 14- 15= 0/2656, 13- 14= 0/2601, 12- 13= 0/2152, 11- 12= 0/1321 WEBS 9 -11= 0/906, 1 -18= 0/932, 8 -11 =- 861/0, 2 -18 =- 868/0, 8 -12= 0/587, 2 -17= 0/586, 7 -12 =- 568/0, 3 -17 =- 556/0, 7 -13= 0/333, 3- 16= 0/387, 6 -13 =- 296/0, 4- 16=- 509/0, 6- 14=- 145/340 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be 5) CAUTION,dDo walls at their uss backwadsr restrained by other means. ,,s op, t A q , , - -,, i No 39380 'O .,e� • i,,ss;�N AL Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 hut A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -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 des 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 Breffitt Residence J150608 F08 Floor 6 1 T8430964 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:52 2016 Page 1 I D: 4 CZ 3 cxZb9uzGWxzmNsnSONyDMRX- mIBJAopWZhgvJXGGzgBC _POvTGYDYujvATW VaBzR4JP 0 -1 -8 H 1 -3 -0 I 1-5-7 Scale = 1:31.5 3x4 — 1.5x4 = 1.5x4 11 3x6 = 1 2 3 4 5 6 7 8 9 w e 1 17 by \Nr/Aiiiihh.lirmiriai, � 11 �i-�� 4I I 4FI V •11 - rrrr Y ■Y■11■1■ 18 17 16 15 14 13 12 11 � ■ 3x5 = 1.5x4 11 3x5 = 1-6 -0 1 4 -0 -0 6-6 -0 I 9 -0-0 1 10 -3-0 1 11 -11 -7 1 14 -5 -7 1 16 -11 -7 1 18 -5 -7 1 1-6 -0 2-6 -0 2 -6 -0 2-6 -0 1 -3 -0 1 -8 -7 2 -6 -0 2 -6 -0 1 -6 -0 Plate Offsets (X,Y)— 120:0 1 - 8,0 - - 121 LOADING (psf) SPACING- 1-4 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.20 14 -15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.31 14 -15 >698 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 96 Ib FT = 20 %F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.1 D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS. (lb /size) 19= 663/0 -5 -0, 10= 668/0 -3 -8 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 19- 20=- 660/0, 1 -20 =- 659/0, 9 -10 =- 667/0, 1 -2 =- 675/0, 2 -3 =- 1670/0, 3-4 =- 2269/0, 4 -5 =- 2486/0, 5-6 =- 2393/0, 6 -7 =- 2393/0, 7 -8 =- 1652/0, 8 -9= -680/0 BOT CHORD 17- 18= 0/1273, 16- 17= 0/2047, 15- 16= 0/2483, 14- 15= 0/2393, 13- 14= 0/2393, 12- 13= 0/2052, 11- 12= 0/1273 WEBS 9 -11= 0/905, 1 -18= 0/872, 8 -11 =- 824/0, 2 -18 =- 831/0, 8 -12= 0/528, 2 -17= 0/552, 7 -12 =- 556/0, 3 -17 =- 525/0, 7 -13= 0/570, 3 -16= 0/309, 4 -16 =- 297/0, 5 -15 =- 152/269 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to ,,` , be attached to walls at their outer ends or restrained by other means. 0111111/8/I1 5) CAUTION, Do not erect truss backwards. S I�1- , ; 4 . /: , No 39380 .. E • . !U Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 / etmw hut WARNING - 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 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 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 Bref ltt Residence 78430965 , J150608 F09 Floor Supported Gable 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:53 2016 Page 1 I D:4CZ3cxZb9uzGVVxzmNsnSONyDM RX ExIiN8g9K_ omwgrSXNiRXcYAMg3nHOf2P7F26dzR4J0 0 - i8 0 - H8 Scale = 1:32.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �i Y 1 1 1 1 Y 1 11 Y Y Y 2 car I I I I ' I I I 4 I I I r�, 33 0 ill v �I Ill y i 1 1 1 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 = 3x6 = 19 -1 -1 19 -1 -1 Plate Offsets (X,Y)— 11:Edge,0- 0 -12], [32:0- 1- 8,0 -0- 121,[33:0- 1 -8,0 -0 -121 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 85 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. AS bearings 19 -1 -1. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 31, 17, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4 -0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. % 0 0 0 P S' . .....A '... �i . 00\ . E < No 39380 0 �. C ,..:* .4; * OR1,0••' r,\ #. � ' ' �S S ,ONA` y ?G �� Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 I I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. Mit Design valid for use only with M7ek® 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 Qualify 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 Breffitt Residence J150608 A01 Hip Girder 1 1 T8430966 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:31 2016 Page 1 ID:4CZ3cxZb9uzGWxzmNsnSONyDM RX tiQNmdZLVE 1 tl IADEIJHezeFvoNi7PMpLiwuLvzR4Jk -1-4-0 1-4-0 I 7--0-0 I 11-0-0 15 -0 -0 22 -0-0 1 23-4 -0 4 -0 -0 4 -0-0 7-0 -0 1-4 -0 Scale = 1:41.7 Special 4x4 = NAILED Special NAILED 3x4 = NAILED 4x4 = 3 16 4 17 5 El nn Li nn 7.00 12 a z 5 1 5 `_ nn nn nn ca 7 _ MR 9 18 19 20 8 ° 3x5 = 6x6 = NAILED NAILED NAILED 3x4 = 3 = Special Special I I 15-0-0 1 22-0 -0 7-0-0 8-0-0 7-0-0 Plate Offsets (X,Y)– f9:0- 3- 0,Edge] LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 8 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.38 8 -9 >689 180 BCLL 0.0 • Rep Stress Incr NO WB 0.20 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight 101 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -9 -14 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7 -0 -1 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 1460/0 -5 -8, 6= 1463/0 -5 -8 Max Horz 2= 140(LC 7) Max Uplift2=- 723(LC 8), 6=- 724(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2269/1063, 3 -16 =- 1917/989, 4 -16 =- 1917/989, 4 -17 =- 1902/984, 5 -17 =- 1902/984, 5-6 =- 2279/1065 BOT CHORD 2- 9=- 761/1870, 9- 18=- 911/2098, 18- 19=- 911/2098, 19- 20=- 911/2098, 8 -20 =- 911/2098, 6 -8 =- 758/1878 WEBS 3 -9 =- 226/713, 4 -9 =- 344/267, 4 -8 =- 362/257, 5 -8 =- 216/717 ( NOTES - 1) Unbalanced roof live loads have been considered for this design. 01111111/ii 2) Wind: CAEncl., , GCpi=0. MWFRS (directional); al) tc cantilever eft and right exposed ; end vertical left and right exposed; xpo ed; Lumber DOL =1.60 . op ,S S A. A , ti es , plate grip DOL =1.60 .44. e 3) Provide adequate drainage to prevent water ponding. :���,��• _' E N S'�• , / - • • 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 No 39380 fit between the bottom chord and any other members. -* 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =723, : _ • 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "NAILED" indicates 3 -10d (0.148 "x3 ") or 3 -12d (0.148 "x3.25 ") toe - nails. For more details refer to MiTek's ST- TOENAIL Detail. �C, 41,11— 1 • • 41 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 Ib down and 262 Ib up at 7 -0 -0, 0'-t • c • •, . and 258 Ib down and 262 Ib up at 15 -0 -0 on top chord, and 245 Ib down and 129 Ib up at 7 -0 -0, and 245 Ib down and 129 Ib up at • • 0 R �• `' � 14 -10 -15 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. , el l , SS • • • • • • • • \ NN % 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). il/ it N A, '; 0 . 0, LOAD CASE(S) Standard Thomas A. Albans PE No.39380 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 MiTek USA Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1- 3 = -54, 3- 5 = -54, 5- 7 = -54, 10- 13 = -20 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Mt 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 verity 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 Qualey 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 Breffitt Residence T8430966 J150608 A01 Hip Girder 1 1 Job Reference Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 20155 MiT o k Industries, Inc. Wed Apr 13 17:24:31 2016 Page 2 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- tiQNmdZLVE1 tIIADEIJHezeFvoNi7PMpLiwuLvzR4Jk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-138(F) 5=-138(F) 9=-244(F) 4=-87(F) 8=-244(F) 16=-87(F) 17= 18= 19= 20= � 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE till-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MTek• 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 Breffitt Residence T8430967 . J150608 A02 Hip 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.840 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:32 2016 Page 1 ID:4CZ3cxZb9uzGWxzmNsnSONyDM RX- Lv_mzzZ_GX9kvSkQoTq WBBBY_CkCstJyaMgRtLzR4Jj 1 -1-4-0 1 4 -8 -13 I 9 -0-0 I 13 - - i 17 -3-3 I 22 -0 -0 23-4 -0 1 - 4 - 0 4 - - 4 -3-3 4 -0 -0 4 - 3 - 3 4 -8 -13 1-4 -0 Scale = 1:41.7 4x4 = 4x7 = 4 18 5 7.00 112 1.5x4 1.5x4 % 8 r n m 17 19 2 7 {�!Y� 1 ►�� El PIA 8 II - lea 10 9 191:81 3x5 = 5x8 = 3x4 = 3x5 = I 9 -0 -0 13-0 -0 22 -0 -0 I 9 -0 -0 4-0-0 9-0-0 Plate Offsets (X,Y)— 12:0- 1- 5,0 -1 -81, 15:0- 5- 4,0 -2 -01, 17:0- 1- 5,0 -1 -81. 110:0 -3- 12.0 -3 -01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.12 9 -16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 9 -16 >831 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 114 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -3 -8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9 -2 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 890/0 -5 -8, 7= 890/0 -5 -8 Max Horz 2= 173(LC 11) Max Uplift2=- 368(LC 12), 7=- 368(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2 -17 =- 1210/565, 3 -17 =- 1158/581, 3-4 =- 980/488, 4 -18 =- 826/474, 5 -18 =- 826/474, 5-6 =- 978/487, 6 -19 =- 1157/581, 7 -19 =- 1209/565 BOT CHORD 2- 10=- 388/1009, 9 -10 =- 209/794, 7- 9= -408/1000 WEBS 3 -10 =- 330/234, 4 -10 =- 86/290, 5- 9=- 84/290, 6 -9 =- 331/234 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. 11; ♦� % 1111 1 Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 1 -7 -2, Interior(1) 1 -7 -2 to 9 -0 -0, Exterior(2) 9 -0 -0 to 13 -0 -0 � I ��� , , Interior(1) 17 -4 -15 to 23 -4 -14 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & ♦ ♦ �• o \ p,S A. A i E !Vs..... ,d, MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 ♦ 2 , 3) Provide adequate drainage to prevent water ponding. ♦ ,``Z` • G . 9 / °• ; 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. i 5)* This truss has been design 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 N O 39380 380 _ fit between the bottom chord and any other members. -- * 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =368, = • • 7 =368. ' 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. I''' • • �1/ l' N Al- �� so �• n1111 Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/03/2015 BEFORE USE. hill Design valid for use only with MTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing 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 Breffitt Residence J150608 A03 Common 5 1 T8430968 Manning Building Supplies, Jacksonville, FL - Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:32 2016 Page 1 IDACZ3cxZb9uzGWxzmNsnSONyDM RX- Lv_ mzzZ GX9kvSkQoTgWBBBXJCmTstzyaMgRtLzR4Jj 1-4-0 I 5 8 -13 I 11 -0 -0 I 16 I 22 1 23-4 -0 5-3 -3 5 -3 -3 5 -8 -13 1 - 4 - 0 Scale = 1:45.5 5x5 = 4 f1 7.00 12 17 18 1.5x4 \\ 1.5x4 // 3 5 :;4111 19 2 8 II 1/ 7 1 A 9 20 21 8 1E 5x5 = 3x4 = 3x4 = 3x4 = I 7 -5-14 14-6 -2 I 22-0 -0 7 -5 -14 7-0-5 7 -5-14 Plate Offsets (X,Y)- 12:0- 0- 5,Edge1, 16:0 -0 -5, Edge], 19:0- 2- 8,0 -3-01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.10 8 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 8 -9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight 107 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 2= 890/0 -5 -8, 6= 890/0 -5 -8 Max Horz 2= 205(LC 11) Max Uplift2=- 368(LC 12), 6=- 368(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -16 =- 1212/455, 3 -16 =- 1169/475, 3 -17 =- 1159/491, 4 -17 =- 1139/503, 4 -18 =- 1138/504, 5 -18 =- 1159/491, 5 -19 =- 1169/475, 6 -19 =- 1212/455 BOT CHORD 2 -9 =- 287/1090, 9- 20=- 97/710, 20- 21=- 97/710, 8- 21=- 97/710, 6 -8 =- 301/989 WEBS 4 -8 =- 188/506, 5 -8 =- 338/236, 4- 9=- 188/506, 3 -9 =- 338/236 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; ,, �,, Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 1 -7 -2, Interior(1) 1 -7 -2 to 11 -0 -0, Exterior(2) 11 -0 -0 to , 0% 1 14 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions so o p,S A- xi I� ,0I shown; Lumber DOL =1.60 plate grip DOL =1.60 ■• Q B I . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' .* �\ G E s I. 4) * 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 = 1 0.0psf. NO 39380 _ __ __� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =Ib) 2 =368, * 6 =368. * _ J 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. : -0 �� i7i _-- I •. -_ S TA E �; : �L - still filo" Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. NI 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 verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI 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 Breffitt Residence 78430969 J150608 A04 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:33 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- p5X8BJac1 rHbXcJcMAUjOji _c6gbKB6p0P ?PozR4Ji I -1-4-0 I 5-8-13 11-0-0 I 16-3-3 i 22 -0-0 i 1-4-0 5- 8-13 5-3-3 5-3-3 5-8-13 Scale = 1:44.7 5x5 = 4 A 18 17 7.00 12 1.5x4 \ 1.5x4 // 3 5 18 15 2 6 �� 8 19 20 7 3x4 = 5x5 = 3x4 = 3x4 = I 7 -5-14 14-6-2 I 22-0-0 7 -5-14 7-0-5 7 -5-14 Plate Offsets (X.Y) 12:0 5,Edael, f6:0 0 5,Edge1, 18:0 2 8,0 - 3 - 01 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 7 - >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) - 0.20 7 - >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 105 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6= 813/0 -5-8, 2= 891/0 -5 -8 Max Horz 2= 199(LC 11) Max Uplift6=- 292(LC 12), 2=- 369(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. -AU forces 250 (Ib) or less except when shown. TOP CHORD 2 -15 =- 1213/455,3 -15 =- 1171/475,3 -16 =- 1160/491,4 -16 =- 1140/504,4 -17 =- 1139/514, 5-17=-1160/501, 5-18=-1169/485, 6-18=-1216/473 BOT CHORD 2-8=-331/1077, 8-19=-128/697, 19-20=-128/697, 7-20=-128/697, 6-7=-330/993 WEBS 4 -7 =- 190/510, 5 -7 =- 338/237, 4- 8=- 187/506, 3-8 =- 338/237 NOTES - 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B=45ft; L =24ft; eave =4ft; Cat. II; � �111111/ 14 -0-0 one; cantle er eft and right (directional) g t I ; end ertical left and right exposed;C -C for members and forces & MWFRS for reactions ` � % ∎ O� PS A. 1 s / / // shown; Lumber D =1.60 plate grip DOL =1.60 �� •• • \ G E N S • • • '92/i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. ' •• \., F / °• ' 4) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will . : 0 . fit between the bottom chord and any other members, with BCDL = 10.Opsf. N o 3938 I. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =Ib) 6 =292, * _ _ 2 =369. - 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. = -o ; .r Vii. r......1.116 • , E • • / � ri Vii- 1' : �/C/ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 rev. 10/03/2015 BEFORE USE Ng 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 ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 8904 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 Breffitt Residence 78430970 J150608 601 GABLE 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:34 2016 Page 1 I D:4CZ3cxZb9uzG Wxzm N snSONyDM RX -H H5 WOebEo9PS9muovus_GcGwH OayKou F 1 g9YxEzR4J h -1-4-0 I 6-8-0 I 13 - I 14 - - 1-4-0 6-8-0 6 -8 -0 1-4-0 Scale = 1:29.2 4x4 = 6 r ;.0;2M 8 9 3x4 Q I /a . . 10 c Y Y Y Y Y � 11 I6 El III I 0 M A KOZWOII I 0 VI• • ∎• ∎•∎ •∎A∎∎ ∎111IAPAKAAA 14 MA 11 PIV A MN 1•14 I MOIM A4 •14111■1•2 MIOIWM 3x6 11 17 16 15 14 13 12 3x6 11 13-4-0 13-4-0 Plate Offsets (X,Y)— 12:0- 2- 4,0 -0 -11, 11 0:0 - 2 - 4.0 - - LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 11 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 11 n/r 80 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0.00 11 n/r 120 Weight: 74 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13 -4 -0. (Ib) - Max Horz 2=- 124(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 15, 16, 13, 12 except 2=- 119(LC 12), 10=- 119(LC 12) Max Gray All reactions 250 Ib or less at joint(s) 2, 10, 14, 15, 16, 13, 12 FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =2ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Corner(3) - 1-4 -14 to 1 -7 -2, Exterior(2) 1 -7 -2 to 6 -8 -0, Corner(3) 6 -8 -0 to 9 -8 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 01111111i/1 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 ` � 0 - % A S A l li � Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. , P A�e / `, ow �� 4) All plates are 1.5x4 MT20 unless otherwise indicated. � � .•' \., ‘ ''�� E N • ' -1 i. 5) Gable requires continuous bottom chord bearing. :� k •• 6' S 6• • '/ / 1 0 6) Gable studs spaced at • 2 -0 -0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 3 9 3 0 _ _ •- 9. 8) * 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. 9) NA 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 16, 13, 12 r except (jt =1b) 2 =119, 10 =119. te r . - . r __,,Ix �L 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ! �, • °I k 9 / %•• iIJuII% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 / I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify 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 Brefitt Residence T8430971 . J150608 802 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:34 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX- HH5WOebEo9PS9muovus _GcGt8OVyKoOF1g9YxEzR4Jh 6-0-8 1 12-8 -8 1 14-0-8 6-0-8 6-8-0 14-0 4x4 = Scale = 1:30.3 3 7.00 12 �, 18 19 5x 5 i 2 4 4x4 5 a - e I 6 d 0 7 0 3x10 I I 1.5x4 11 3x8 11 1 6 1 12-6-8 12M-8 6-0-8 6-6-0 0 - - Plate Offsets (X,Y)— 11:0- 2 -0,0 -0-51, [5:0 -3- 14,0 -2 -9j LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 7 -16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 37 Vert(TL) -0.08 7 -16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix - M) Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 D 2 -0-0, Right 2x6 SP No.2 2 -0-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 1= 451/Mechanical, 5= 565/0 - Max Horz 1=- 122(LC 10) Max Upliftl=- 159(LC 12), 5=- 254(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 18= -491/232, 3- 18= -488/245, 3- 19= -481/233, 4- 19=- 482/220 BOT CHORD 1- 7=- 60/365, 5 -7 =- 60/365 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B=45ft; L =24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C-C Exterior(2) 0 -0 -0 to 3 -0-0, Interior(1) 3 -0-0 to 6 -0-8, Exterior(2) 6 -0-8 to 9 -0-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; 11 1 11 i Lumber DOL =1.60 plate grip DOL =1.60 ` ,i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. , `, S A \• • • A. AZ � 0 4) * 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 %N • • e �i fit between the bottom chord and any other members. N. �� • \, C i • E• N S 6'' 92 / ° 0 ' • 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 1 =159, No 3938Q. - 5 =254. * _ 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. r .0, ° ° c< .1 0 R 1 V. 0, -$ inn'" Thomas A. Alban' PE No.39380 MITek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 1 I A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10 BEFORE USE Mil • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify 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 Bretfitt Residence T8430972 J150608 B03 Common 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:35 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- IUfuc_ csZSXJmvT ?TbODopo2RPr43FeOGKu6UgzR4Jg 6-0-8 I 12-8 -8 I 6-0-8 6-8-0 4x4 = Scale = 1 29.9 3 7.00 12 r, 17 18 19 5x5 i .._.. 2 4 4 x4 1 00 5 7 11 4 %1111. I;s) 6 0 3x10 II 1.5x4 II 3x8 II 6 - 0 - 8 6 - 6-6 0- -0 Plate Offsets (X.Y1 M:0 LOADING (psf) SPACING 2 - CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 6 -15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.09 6 -15 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 58 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing ' SLIDER Left 2x8 SP No.1D 2 -0-0, Right 2x6 SP No.2 2 -0-0 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 1= 458 /Mechanical, 5= 483/0 -4-0 Max Horz 1= 105(LC 11) Max Upliftl=- 165(LC 12), 5=- 173(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 17=- 486/239, 3- 17= -483/251, 3- 18= 476/246, 18- 19= -478/233, 4- 19= 482/230 BOT CHORD 1-6 =- 96/366, 5-6 =- 96/366 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B=45ft; L =24ft; eave =4ft; Cat. II; Exp C; Enc., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0-0 to 3 -0-0, Interior(1) 3-0-0 to 6 -0 -8, Exterior(2) 6 -0 -8 to 9 -0 -8 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; , ` 11111111 / l1� , Lumber DOL =1.60 plate grip DOL =1.60 � S A . I� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO _ . e A� e , 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will ,� � •• E N S • c7 mo , fit between the bottom chord and any other members. k • • 0/ e c • • / os 5) Refer to girder(s) for truss to truss connections. • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 1 =165, _� N O 39380, -- ;— _• 5 =173. _ • 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. _ • ::: -0 1 4111.1) i - ty ..,- • � F \ ` �� 0, � I0 NA1 -` • �l /11111111 tt Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: April 13,2016 1 / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8 -7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 Cd feria, 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 Proffitt Residence 18430973 :1150608 B04 Common 4 1 i Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:35 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX- IUfuc_ csZSXJmvT ?TboDopooCPgQ3FbOGKu6UgzR4Jg 1 6-0-8 1 12 - 6-0-8 6 -8 -0 454 = Scale = 1:29.9 3 7.00 1 �, 15 1 8 17 5x 5 4 3x4 1 III.. 411111*I I II 1 Bp 5 I 6 , 3x10 II 1.5x4 11 3x6 11 6 1 12-8 -8 6-0-8 6-8-0 Plate Offsets (X,Y)— f1:0- 2- 0,0 -0 -51, f5:0 - 10,0 - - LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.06 6 -13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 6 -13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 • (Matrix -M) Weight: 56 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 D 2 -0 -0, Right 2x4 SP No.2 2 -0 -0 be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb /size) 1= 470 /Mechanical, 5= 470 /Mechanical Max Horz 1= 105(LC 11) Max Upliftl=- 170(LC 12), 5=- 168(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -15 =- 514/249, 3 -15 =- 511/262, 3- 16=- 497/253, 16- 17=- 498/240, 4- 17=- 502/238, 4 -5= -293/0 BOT CHORD 1-6 =- 105/389, 5 -6 =- 105/389 WEBS 3 -6=- 21/259 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; VuIt= l30mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; ``,� �� Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) 0 -0 -0 to 3 -0 -0, Interior(1) 3 -0 -0 to 6 -0 -8, Exterior(2) 6 -0 -8 to 9 -0 -8 `%� zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for reactions shown; ,, •• op ,S A. 4, .,i, Lumber DOL =1.60 plate grip DOL =1.60 � \ G �E '9 *i , �� i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •' \, N S' . • .• / 1 4) • 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. • ,, : NO 393 __ _ 5) Refer to girder(s) for truss to truss connections. • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 1 =170, = y 5 =168. - -p ; • r = 1 7) "Se -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ; • • 11 4; ONM- •//11111l Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 I 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 rev. 10/032015 BEFORE USE Mit 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 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 Breffitt Residence T8430974 J150608 C01 Half Hip Girder 1 1 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 1317:24:36 2016 Page 1 ID: 4CZ3cxZb9uzGWxzmNsnSONyDMRX- DgDGpKdUKmfA032B11vSL1 LDOpBUoi_YV_efO7zR4Jf I -14.0 I 5 -10-11 1 7 -8-12 1 1-4-0 5 -10-11 1 - 10 - 1 Scale = 117.6 Special 4x10 = 1.5x4 I 3 4 3.00 12 - 2 - \ 6 5 1.5x4 11 2x5 = Special 3x4 = � 5 -10 -11 1 7 -8 -12 I 0' 2-0 5-8 -11 1 -10-1 LOADING (psf) SPACING- 2 -0-0 CSI. DEM. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 6 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6 -9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5= 266 /Mechanical, 2= 389/0 -4-0 Max Horz 2 =83(LC 7) Max Uplift5=- 105(LC 8), 2=- 206(LC 4) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 307/104 BOT CHORD 2 -6=- 111/270, 5.6 =- 108/290 WEBS 3 -5 =- 376/129 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =oft; Cat. II; Exp C; Enc., GCpi =0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 ,��� /��. plate grip DOL =1.60 ,���� S A l g I� 3) Provide adequate drainage to prevent water ponding. s o �P .......... 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •r • \ G N S •• 14 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 - - wide will ♦ .• \, F / O fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. : No 3938Q T. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 5 =105, Z • 2 =206. • 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. : -0 • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Ib down and 128 Ib up at . mi l E 5 -10 -11 on top chord, and 113 Ib down and 75 Ib up at 5 -10 -11 on bottom chord. The design /selection of such connection device(s) is " ...iy the responsibility of others. or . / 0••. _ „ 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • jam ` ••• • 0 RIO.-* • O D D d A Roof ( Lumber Increase =1.25, Plate Increase =1.25 � ��s i , '- N A� � ' Sndard 1 Uniform Loads (Of) Thomas A. Albanl PE No.39380 Vert: 1- 3 = -54, 34 = -54, 5 -7 = -20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (Ib) 6904 Parke East BNd. Tampa R. 33610 Vert: 6 =43(B) 3 =23(B) Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE *111.7473 rev. 10/03/2015 BEFORE USE. igt Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is to 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 onty. Additional temporary and permanent bracing M iTe k 8 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 Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 1 Breffltt Residence J150608 CO2 Monopitch 3 1 78430975 Job Reference (optional) Manning Building Supplies, Jacksonville, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:36 2016 Page 1 ID: 4 CZ 3 cxZb 9 uzGWxzmNsnSONyDMRX - DgDGpKdUKmfAO32B1IvSL1 LAdp9loilYV_ef07zR4Jf l -1-4-0 1 I 7 -8 -12 7 -8 -12 Scale = 1:17.3 1.5x4 11 - 3 3.00 12 • 9 tr N 8 2 E r '',O1 1 I '/ " 2x5 = 4 2x5 = 1.5x4 11 012-2 7 -8 -12 0-2 -bb 7-6 -12 Plate Offsets (X,Y) -- 12:0- 0- 12,Edgel LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 4 -7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.22 4 -7 >416 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. N WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 4= 222 /Mechanical, 2= 413/0 -4 -0 Max Horz 2= 104(LC 11) Max Uplift4= -93(LC 8), 2=- 218(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1-4 -7 to 1 -7 -9, Interior(1) 1 -7 -9 to 7 -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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``%111111111/1 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 , ,� �� S A, � fit between the bottom chord and any other members. ` . op, • 4 , , 4) Refer to girder(s) for truss to truss connections. Q Ne 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =1b) �'S • V\ G•E N `S •- -/ / °.• • 2 =218. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. NO 39380 = - 0 1 . __-----t 71 i ce' 4° . -Al iti, /.0.. s's 4'7' Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 t f WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1 -7473 rev. 10/03/2015 BEFORE USE. 1111 . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Brefitt Residence J150608 0 1 01 HALF HIP GIRDER T84 77 Manning Building Supplies, Jacksonville, FL 2 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:39 2016 Page 2 NOTES - I D: 4 CZ 3 cXZb9uzGWxzmNsnSONyDMRX - eFVPRMfNdh 1 I FXnmiRS9zfzdt16_?tJ_BysJdRzR4Jc 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 Ib down and 281 Ib up at 7 -0 -0 on top chord, and 245 Ib down and 129 Ib up at 7 -0-0 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- 8 = -54, 9- 15 = -20 Concentrated Loads (Ib) Vert: 3=-138(F) 14=-244(F) 4=-88(F) 18= -87(F) 19=- 87( F) 20=- 87( F) 22=- 87( F) 23=- 87( F) 24=- 87( F) 25=- 87( F) 27=- 87( F) 28=- 87 (F)30=- 87(F)31=- 87(F)32= -87(F) 33= -87(F) 34= -87(F) 35= -87(F) 36= -39(F) 37= -39(F) 38= -39(F) 39= -39(F) 40= -39(F) 41= -39(F) 42= -39(F) 43= -39(F) 44= -39(F) 45=-39(F) 46= -39(F) 47= -39(F) 48= -39(F) 49 =39(F) 50= -39(F) � 1 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MI tek 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 Qualify Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Breffitt Residence J150608 004 Hi 1 1 78430980 Manning Building Supplies, Jacksonville, FL Job Reference nal) 7.640 s Sep 29 2015 MiTek Tek Industries, Inc. Wed Apr 13 17:24:42 2016 Page 1 ID:4CZ3cxZb9uzG WxzrnNsnSONyDM RX- 2gaX4OhFvcPJ6_VLNZOsblb7 W E7dCl bQtwSzEmzR4J2 1 14 -0 6-8-13 l 13-0-0 I 20-6-0 28-0-0 34-3-3 I 41-0-0 8 1 6 6-3-3 7-6-0 I 7 -6-0 6-3-3 6 Scale = 1:73.2 5x8 = 1.5x4 1 I 5x8 = 4 22 23 5 24 25 6 26 7 . 00 1 - 12 - 3x5 3x5 c 3 21 7 ri 27 n 20 N 2 1 r.. 8 m 13 12 28 11 29 10 3x6 = 1.5x4 11 5x5 = 3x8 = 5x5 = 1.5x4 I I 3x6 =- I 6-8-13 I 13-0-0 20-6-0 I 28-0-0 I 34 -3 -3 I 41-0-0 I 6-8-13 6-3-3 7-6-0 7-6-0 6-3-3 6-8-13 Plate Offsets (X,Y)- (2:0 -3-3,0 -1-81 (4:0 -6-0,0 -2-41. 16:0-6- 0.0 -2 -4], (8:0- 3- 3.0 -1-81 (10:0 -2 -8.0 -3-01. (12:0 -2-8,0 -3-01 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) - 0.19 10 - 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.45 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix - M) Weight: 226 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6 -5 -2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 8= 1517/0 -5-8, 2= 1593/0 -5 -8 Max Horz 2= 234(LC 11) Max Uplift8=- 545(LC 12), 2=- 621(LC 12) Max Gray 8= 1518(LC 18), 2= 1593(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -20 =- 2542/1050, 3 -20 =- 2455/1074, 3 -21 =- 2120/959, 4 -21 =- 2109/986, 4 -22 =- 2045/1055, 22- 23=- 2045/1055, 5- 23=- 2045/1055, 5 -24 =- 2045/1055, 24- 25=- 2045/1055, 6 -25 =- 2045/1055, 6 -26 =- 2111/990, 7 -26 =- 2122/964, 7 -27 =- 2447/1073, 8 -27 =- 2546/1059 BOT CHORD 2- 13=- 843/2256, 12- 13=- 843/2256, 12- 28=- 592/1861, 11- 28=- 592/1861, 11- 29=- 582/1747, 10- 29=- 582/1747,9 -10 =- 834/2125,8 -9 =- 834/2125 WEBS 3 -12 =- 567/297, 4 -12 =- 121/489, 4 -11 =- 206/547, 5 -11 =- 465/329, 6 -11 =- 204/546, 6- 10=- 122/490, 7- 10=- 566/299 ,`111111111,, NOTES- , %" N A ,,j , ,_ �� 1) Unbalanced roof live loads have been considered for this design. ` i , .� ,, .- . • • • .... ... • 1, e �I 2) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =258; B=45ft; L =41ft; eave =5ft; Cat. II; a�-∎ .• E N 1 Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) - 1-4 -14 to 2-8 -5, Interior(1) 2-8 -5 to 13 -0 -0, Exterior(2) 13 -0 -0 to 33 -9 -9, Interior(1) 33 -9-9 to 41 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and No 39380 _ • _ 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. -O • • • - 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 .• . E - fit between the bottom chord and any other members, with BCDL = 10.0psf. •••44,•w• f - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 8 and 621 Ib uplift at �i r� - " ,� ' • ' C 1. joint2. ° O, t•.< 0 R10. • • $ 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. e S S ...... ,..X N .% •11 4, �NA� 1 E ` �%% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE *111-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding 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/TPIl Quauay 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 Breffitt Residence J150608 D05 Hip 1 1 T8430981 Manning Building Supplies, Jacksonville, FL Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Apr 13 17:24:43 2016 Page 1 ID: 4CZ3cxZb9uzGWx W 1 4-0 7-8-13 15-0-0 I i 20 26 -0 -0 33-3 -3 41-0-0 1 1-4 -0 7 7 - 5 5-6 -0 7 -3-3 I 7 Scale = 1:72.2 5x5 = 3x4 = 5x5 = 4 21 5 22 6 zoo 1z 3x5 * 20 23 3x5 - 3 7 9 24 • 19 •' v� 2 :I1 pit 9 8 . o = I - 12 11 25 26 10 g 3x6 = 1.5x4 I I 5x8 = 5x8 = 1.5x4 1 3x6 = 1 7 15 -0-0 I 26 -0 -0 I 33 -3 -3 41-0-0 7 - 13 7 - 3 - 3 11 - 0 - 0 7 - 3 - 3 7 Plate Offsets (X,3/)— f2: 0- 3- 3, 0- 1- 81, f4: 0- 2- 8, 0- 2- 11 ,f6:0- 2- 8,0- 2- 11,f8:0- 3- 3,0 -1- 8],[10:0 -3- 12,0 -3- 41,[11:0 -3- 12,0 -3-41 LOADING (psf) SPACING- 2 -0 -0 CSI. DEFL. in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.45 10 -11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.92 10 -11 >532 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 224 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 7 -5 -7 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3 -11, 5 -11, 5 -10, 7 -10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 8= 1517/0 -5 -8, 2= 1593/0 -5 -8 Max Horz 2= 268(LC 11) Max Uplift8=- 545(LC 12), 2=- 621(LC 12) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -19 =- 2501/1015, 3 -19 =- 2323/1042, 3 -20 =- 1992/901, 4 -20 =- 1882/929, 4 -21 =- 1638/885, 5 -21 =- 1638/885, 5 -22 =- 1639/883, 6 -22 =- 1639/883, 6 -23 =- 1882/933, 7 -23 =- 1992/905, 7 -24 =- 2326/1042,8 -24 =- 2504/1025 BOT CHORD 2- 12=- 804/2183, 11- 12=- 804/2183, 11- 25=- 569/1758, 25- 26=- 569/1758, 10- 26=- 569/1758, 9 -10 =- 795/2080, 8 -9 =- 795/2080 WEBS 3 -12= 0/254, 3 -11 =- 665/352, 4 -11 =- 236/684, 5 -11 =- 321/149, 5 -10 =- 320/157, 6 -10 =- 240/684, 7- 10=- 665/354, 7 -9 =0/255 NOTES- �S `,` - , t� , PS ' A!' 1) Unbalanced roof live Toads have been considered for this desi n. � � (")%-. • • "' � e • �I 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; B =45ft; L =41ft; eave =5ft; Cat. II; 9 :k E N S F. ; 9 / L /� , ' • Exp C; Encl., GCpi =0.18; MWFRS (directional) and C -C Exterior(2) -1 -4-14 to 2 -8 -5, Interior(1) 2 -8 -5 to 15 -0 -0, Exterior(2) 15 -0 -0 to • 31 -9 -9, Interior(1) 31 -9 -9 to 41 -0 -0 zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and No 3938.0 _ ___� •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. = -0 • • 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 = 10.0psf. • r .IG:�� , 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 Ib uplift at joint 8 and 621 Ib uplift at •• • .. . % oint 2. ° '•, � O R “?.• � • • , � 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ' d , l 1f , s . O N A ; , � � % s• Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 13,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE Design valid for use only with Weld) 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. 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