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Home My WebLink AboutTruss=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AS i DON'T LIFT TRUSSES WITH SPANS LONGER THAN III 30' BY THE PEAK. CONSULT BCSI `" ""me1OHEp°"�`°FABRICATION AGREEMENT ,` Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers 9! — TRUSSES CANNOT eESTARTED UNTIL THIS AGREEMENT sSIGNED &RETURNED METAL f 30' Sp6n or less to 6�-Span ' Spreader Bar ' 60 degrees or less T In g line 'g-- 1/2 span — III Te \line 64*mx 213 to apprOX 9 ?> - 1/2 ofS ea REFER TO SCSI REFER TO SCSI Truss must be set this way IF crane is used. - Truss must be set this way B crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. - I All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. • I AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. - WARNING ! ., The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing W in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. , SEAT PLATES BY CHAMBERS TRUSS - ` I REPRESENTS A HANGER - HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID i FASTENER FOR FASTENER FOR .. TRUSS TRUSS - j-CARRIED TRUSS CARRYING TRUSS I i I 'Please refer to Standard Engineeringpackage for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2". Hatch Legend LOAD BEARING AT 9'-4" LOAD BEARING AT 19'-6" i NOTES. * ALL CEILINGS ARE FLAT. * ALL BEAMS ARE BY OTHERS. _ The undersigned acknowledges and agrees: P°RNnak,lA°xa ag 1. Trusses will be made in strip accordance with this truss placement diagram layout, which is the sole authority fol SEE ;°To ° a determining successful fabrication of the trusses. �INERKI"c �,r" ', o �> 2. All dimensions in this layout have been verified by the undersigned. �. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Trus: I phall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option F I After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI 6 WTCA. �5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss ha: hI sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss wit INS responsible for dump del very only. The buyer is responsible for add onal delivery expanses f Chambers Truss he,, redeliver because job site is not prepared for delivery or buyer is not prepared for de"' of trusses. Bu er ie O.C. rRRu I- rY y OWYk,�an has to Chambers Truss for towing costs due to site conditions. I. 1 6. Price as shown in paragraph 7 below is subject to change 'If any changes are made in this layout. A $50 per horn CORNER DETAIL fee for revisions may be cha ged by Chambe s Truss. _ _ 4 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or 4 no agreement a reasonable price ito li v.-NG6eoTSH..NFOP°kA W -- I Invoice will be made on delivery and paid within terms a net on delivery. Invoice may be made at scheduled date o Delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Trus asonabla attomeys fee for collections in event of payment not timely made. 1_112 S per month service charge will be dried for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending Credit for this material the undersigned unconditionally guarantee; Payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the (undersigned agrees to pay such indebtedness Including attorneys fees, If default in payment for material be made by the Irecipient. ` 10. In the event of any litigation concerning this agreement, the Items furnished hereunder or payments referred tk pgrain, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fol construction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. DATED (,SIGNED FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 41fo Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. _IA Study the contents of the information packet included on delivery before j setting trusses. I Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square) Do not set bunks or stack of plywood, roofing material or an other I Yw 9 y concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES UARE CUT END 12 ITOP CHORD 11- HEIGHT VARIES 5 r— D DETAIL: TYPICAL 4-01 - 2-00-00 I'.. CHAMBERS TRUSS INC 3105 can er venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772-465.8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM IVIII VERSION 7A4 fAS7 LOADINWESIGN CRITERIA REDUCIBLE PER CODE SUCH AS BBC 1604.61 DESIGN CRITERIA County ST. LUCIE Buildin D rt t is Spa men ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor I Top Chord Live 30 0 Top Chord Dead 15 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 65 7.2 0 Duration Factor 1.33 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous, Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 7591i4 SCALE: 1/4" = 1'-011 67 total trusses, 16 unique designs Designer: RLC Reviewed by: RLC Date: 04/29/19 FOR ,JAVIER PEREZ DESCRIPTION: GUEST HOUSE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75964 BUILDING INFORMATION Design Wind Speed Ultimate Wind Velocity (mph) 170 Exposure B Intomal Pressure Enclosed Height abovo ground t ft. 0.0 Standard Wall Height- ft. 9.3 Moan Roof Nei t (h • ft. 11.0 Bonding Width ft.) 24.2 Building Length (ft.) 34.5 Roof Sloe 1x:12 5.0 Roef, An (dogmes 2Z.62 W Edge strip Ft. 3.00 End Zone (ft.) 6.00 WINDLOADCALC.com ASCE 7-16 Wall Openings of Cl() Y (all wall openings: windows, doom, shorten, Wind Load Program 2001-2018 0 Windioadcatc.come ran w„wowmsoce>. WIND LOAD DESIGN INFORMATION JOB INFORMATION Client PEREZ GUEST RESIDENCE Address FORT PIERCE, FLORIDA Company Job Number 17.8117 Preparer JAMES E GILGENBACH ARCHITECT AR-7457 TOPOGRAPHIC FACTOR Hill Shape Fiat - No Hill H, ft. 0.0 U1 ft. 0.0 x ft. 0.0 c, ft o.0 s APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (ft.) WIDTH (ft.) LENGTH (ft.) EFFECTIVE WIND AREA (sq.ft.) Ultimate Wind Load Pressures NOA Approval Number Max Pressure Per NOA Manufacturer Model Number MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 3080 MTL DR 4 4 3.0 8.0 24.0 49.0 -53.4 2880 MTL DR 4 4 2.7 1 8.0 21.6 1 49A -53.8 35 S.H. WDW 4 5.5 4.5 5.2 23.4 49.2 -53.5 34S.H.WDW 5 6 4.5 4.2 18.9 49.8 -65.3 z O H33S.H.WDW 4 6.5 2.4 3.2 7.7 S2.0 -56.4 a cc cc 0 Z Z W _Z z W a O J J Q 3 ( I r z 0 www.wlndloadcalc.com Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek: RE: 057242 - PEREZ GUEST HOUSE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JAVIER PEREZ Project Name: GUEST HOUSE Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: BRIDLEWOOD WAY City: FORT PIERCE 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: FBC2017fTP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph . Roof Load: 55.0 psf Floor Load: N/A psf This package includes 16 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 ,of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date 1 IT169048391A 4/29/19 12 I T16904840 1 'A1 1 4/29/19 1 13 .1 T16904841 1 A2 1 4/29/19 14 I T16904842 I A3 1 4/29/19 15 1 T16904843 1 GRA 1 4/29/19 16 1 T16904844 1 GREI 1 4/29/19 7 I T16904845 1 GRC 1 4/29/19 18 I T16904846 I J1 1 4/29/19 19 I T16904847 I J 1 A 1 4/29/19 110 I T169048'48 I J2 1 4/29/19 11 I T16904849 I J3 1 4/29/19 1 12 - I T16904850 I J5 1 4/29/19 113 I T16904851 1 JT 1 4/29/19 1.14 1 T16904852 1 KJ2 1 4/29/19 1 115 1 T16904853 1 KJ5 1 4/29/19 116 1 T16904854 1 KJ7 1 4/29/19 The truss drawing(s) referenced.above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the.engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1.. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. FOR FRS &♦♦♦. �0 . , ,9 ♦♦ .0 9 80 •` :r r - a — r :M Z r a1 Z r 4 O: A OF : Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke:East Blvd. Tampa FL 33610 Date: April 29,2019 Albani, Thomas.: 1 of .1 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904839 Q57242 A Common 6 1 ' Job Reference (optional) Chambers I russ, Inc., I-Ort Fierce, rL 6.22U s NOV 16 ZU16 MI I eK InaustneS, Inc. Mon Apr 29 U6:b/:bU ZU19 rage 1 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-xGGwRt84Oz9DW31 ExxclzfyQ2?PRIM_7saKgMgzLvMV -2-0-0 6-4.6 12-1-0 17-9-10 24-2-0 26-2-0 2-0-0 6-4.6 5-8-10 5-8-10 6-4-6 2-0-0 Scale = 1:45.5 5x6 = 4 3x6 = 3x4 = 4x6 = 3x4 = I 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl. Ud PLATES - TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) -0.16 8-10 >999 360 MT20 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.32 8-10 >898 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.10.. 6 n/a n/a GRIP 244/190 BCDL . 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 8-10 >999 240 Weight:109lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD" 2x4'SP M 30 BOT CHORD Rigid ceiling directlyapplied or 5-6-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1998/0-8-0, 6=1998/0-8-0 Max Horz 2= 211(LC 10) Max Uplift 2=-933(LC 12), 6=-933(LC 12) FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3898/2094, 3-4=-3544/1987, 4-5=-3544/1986, 5-6=-3898/2094 BOT CHORD 2-1 0=-1 749/3526, 8-1 0=-1 261/2636, 6-8— 1800/3526 WEBS 4-8=-421/857, 5-8=-654/474, 4-10=-421/857, 3-10=-654/474 NOTES- 1) Unbalanced roof live loads have been considered for this design. . : 2) Wind: ASIDE 7-10; Vult=170rnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft;'eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 12-1,-0, Exterior(2) 12-1-0 to 15-1-0, Interior(1) 15-1-0 to 26-2-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=933, 6=933. - - - -- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-18=-90, 4-18=-290, 4-19= 290, 7-19- 90, 11-14=-20 I� a Thomas A. Albani PE No.39360 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .... April29,2019 . _ A,WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M Tek® 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 membersonly., 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, seeANSVIPII Quality Cdteda, DSB-69 and SCSI Building Component ' ... 6904 Parke East Blvd.. Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904840 Q57242 Al Hip 2 1. Jab Reference (optional) Gnamoers I russ, Inc., tort coerce, rL D.ZZW S Nov l b ZUIt1 MI I eK industries, Inc. Mon Apr Zy ut1:b/:b1 zui g rage 1 . . . I D:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-PTpleD9inHH47CcQVe7_W sUm70oGUmf G5E4NvHzLvMU 2-0-0 5-9-14 1-00 2200 18-4-2 4-2-0 -2-0 -0-0 5-9-14 5 2-5-2-22 2 5-9-14 Scale = 1:46.2 44 = 4x4 = 4 5 . 2x3 11 4xb 3x4 = 2x3 11 3x4 = 3x4 = 3x4 = 5-9-14 24-2-0 5-9-14 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [7:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.31 Vert(LL) -0.12 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.22 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code, FBC20171TPI2014 Matrix -MS Wind(LL) 0.10 9-10 >999 240 Weight: 117lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing.. WEBS. 2x4 SP No.3 REACTIONS. (lb/size) 2=1514/0-8-0, 7=1514/0-8-0 Max Horz 2=195(LC 11) Max Uplift 2=-731(LC 12), 7=-731(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2697/1373, 3-4=-1935/1063, 4-5=-1705/1043, 5-6=-1935/1063, 6-7=-2697/1373 BOT CHORD 2-13=-1101/2414, 11-13=-1101/2414, 10-11= 665/1705, 9-10=-1139/2414, ' 7-9=-1139/2414 WEBS 3-11=-858/527, 4-11=-193/406, 5-10=-193/406, 6-10=-858/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)=2-0-11 to 0-7-13, Interior(1) 0-7413 to.11-0-0, Exterior(2) 11-0-0 to 17-4-15; Intedor(1) 17-4-15 to 26-2-11 zone;C-C for members and forces & MW FRS 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 pat bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide. will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 lb uplift at joint(s) except (jt=lb) 2=73117=731. so Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. . April 29,2019 ' WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10I03I2015 BEFORE USE; Design valid for use only with MTekCa? connectors. This design Is based .Drily upon parameters shown, gnd.is for an Individual building component, not a truss system, Before use, the building designer must verity the oppllcability 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, seeANSUVI1 Quality Criteria, DSB-69 and SCSI Building Component : ... 6904 Parke East Blvd.. . . Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street. Sulte 312; Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply PEREZ GUEST HOUSE T16904841 Q57242 A2 Hip 2 1 Job Reference (optional) uFiarnuers truss, Inc., run rierce, rL U.ZZU 5 110V I0 Za 10 IVII I eK InaUSIDes, Inc. mon Apr zu umot:bz zul u rage 1 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-tfNgrZ9KYbPxIMAc2MeD241 uDo7_DJ0QJupxRjzLvMT 2-0.0 5-8-12 9-0.0 15.2.0 18.5-4 24-2-0 26-2-0 2-0-0 5-8-12 3-3-4 6-2-0 3-3.4 5-8-12 T 2-0-0 Scale = 1:46.2 4x6 = 4ic8 = 4 19 20 5 3x5 3x8 = 3x6 = 3x4 = 3x5 9.0-0 15-2.0 24-2-0 9.0-0 6-2-0 9-0-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-81, [5:0-5-4,0-2-01, [7:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) -0.14 9-17 >999 960 MT20 244/190 TCDL 15.0 Lumber DOL .1.33 BC 0.48 Vert(CT) -0.32 9-17 >913 240 BCLL 0.0 Rep Stress Incr YES WB. 0.17 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.10 9-11 >999 240 Weight:: 113 lb FT=20%o LUMBER- BRACING - TOP CHORD2x4 SP M 30 TOP CHORD .. Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. = WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1514/0=8-0, 7=1514/0-8-0 Max Horz 2=165(LC 11) Max. Uplift 2=-731(LC 12); 7=-731(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb).or less except when shown. TOP CHORD 2-3=-2611/1448, 3-4=-2205/1246, 4-5=-1993/1213, 5-6=-2205/1246; 6-7=-2611/1448 BOT CHORD 2-11 =-1 164/2355, 9-11= 890/1992, 7-9=71202/2355 WEBS 3-11=-458/383, 4-11 =-1 35/417, 5-9— 178/417, 6-9= 459/383 NOTES- 1 ) Unbalanced roof live loads have been considered forthis.design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)7270711 to 0-7-13, Interior(1) 0-7-13,to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 15-2-0, Exterior(2) 15-2-0 to 19-4-15, Interior(1) 19-4-15 to 26-2-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to.prevent water ponding. 4) This truss has been designed for, a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been.designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the:bottom chord and any other.members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of, withstanding 100 lb uplift at joint(s) except at=lb) 2=731; 7=731. p. Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610' Date: April 29,2019 . 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCEPAGE MII-7473 rev. 1010312015 BEFORE USE: • . . • -Design valid for use only with loffek® 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 applicoblllty 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 membemonly. 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, seeANSVWII Qualify CrBorla, DSB-89 and BCSI BuBding Component . 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite' 312: Alexandria, VA 22314. Tampa, FL :33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904842 Q57242 A3., Hip 1 1 Job Reference (optional) unamoers truss, Inc., ron rierce, rL -2-0-0 7.0-0 2-0-0 7-0-0 d.22U s Nov 1 ti 2u1 d MI I ex Industries, -Inc. mon Apr 29 U8:b/:b3 2U19 rage 1 - I D:_XGIJ9ygOdO4OmfDLwHHNUy7nl V-Lrx23vAyJ uXoN W Idc39SbHa26CS9yl6ZYYZUz9zLvMS 12-1-0 17-2-0 24-2-0 26-2-0 5.1-0 5-1-0 7-0-0 2 Scale = 1:46.2 48 = 2x3 II 48 = r n 3 19 4 20 5 3x5 = 2x3 11 3x6 = 3x8 = 2x3 11 3x5 = 7-0-0 12-1-0 17-2-0 24-2-0 7-0.0 5-1-0 5-1.0 .7-0.0 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0:53 Vert(LL) :.:-0-12 9 >999 360 MT20 244/190 TCDL 15.0 .. Lumber DOL 1.33 BC .0.49 Vert(CT) -0.23 . 8-17 >999 240 BCLL 0.0 *. Rep Stress Incr YES WB 0.24 Horz(CT) . 0.07 6 n/a n/a BCDL 10.0 Code, FBC2017fTP12014 Matrix -MS Wind(LL) 0.12 9 >999 240 Weight::108 lb FT = 20 % . LUMBER- BRACING - TOP CHORD' 2x4 SP M 30 TOP CHORD .. Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. . WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1514/0-8-0, 6=1514/0-8-0 Max Harz 2=-135(LC 10) Max Uplift 2=-731(LC 12), 6- 7.31(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown... TOP CHORD 2-3=-2558/1357, 3-4=-2701/1540, 4-5=-2701./1540, 5-6=-2558/1357 . BOT CHORD 2-11=-1041/2257; 9-11 =-1 042/2266, 8-9=-108012266, 6-8=-1079/2257 WEBS 3-11=-18/282, 3-9=-355/674, 4-9=490/337, 5-9=354/674', 5-8=-18/282 NOTES- 1) Unbalanced roof live loads have been considered for this:design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.00sf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=l MWFRS (directional) and C-C Exterior(.)72-0-11 to 0-7-13, Interior(1) 0-7713 to 7-0-0, Exterior(2) 7-0-0 . to 11-2-15, Interior(1) 11-2-15 to 17-270, Exterior(2) 17-2-0 to 21-4-15, Interior(1) 21-4-15 to 26-2-11 zorie;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water'ponding.. . 41 This truss has been designed fora 10.0 psf bottom chord:live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on'the bottom chord in all areas where a rectangle 3-6-0 fall by 2-070 wide will fit between the bottom chord and any other,m,ernbers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb.uplift at joint(s) except (jt=lb) 2=731,8=731.' Thomas A. Albani PE No,39380 MiTek USA, Ine, FL.Cert 6634 . 690 Pare m a FL 33610 East Blvd. Tampa .... .. ... .. Date:... . . . . April A.WARNING -Verify desi n ' ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10 BEFORE V g p r B O USE: b it Design valid for use only with MiTek®connectors. This design Is based onl upon ammeters showri and I or n Individual II � n g y. g y p p g f abu di, g 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, seeANSViPII Quality Cdfetla, DSB-89 and BCSI Buading Component : 6904 Parke East Blvd.. Safety Informatlonavaliable from Truss Plate Institute, 218 N. Lee Street, Suite'312; Alexandria, VA 22314. Tampa, FL :33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904843 Q57242 GRA Hip Girder 1 1 Job Reference o tional Gnamoers I russ, Inc., t-on tierce, t-L 8.22U S Nov 16 2U16 MI I eK Industries, -Inc. Mon Apr 29 U6:b/:bb 2u19 rage 1 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-HE3pUbCDrW nW cgvBkUCwgif1202xQbss?s2b22zLvMQ 2-0-0 3-9-14 7-0-0 12-1-0 17-2-0 20-4-2 24-2-0 26-2-0 2-0-0 3-9-14 3-2-2 5-1-0 5-1=0 3-2-2 3-9-14 2 Scale= 1:46.2 5x12 MT18HS = 2x3 I 5x12 MT18H3 = _ __ 3 18 19 4' 20 21 5 m 0 = 2x3 11 _ Sx8 MT18HS = 3x10 = 2x3 Il 4x8 3-9-14 7.0=0 12-1-0 17-2-0 20-4-2 3.9-14 3-2-2 5-1-0 5-1=O 3-2-2 elate onsets LA, T J-- Lc;u-u-u,u-u-•+J, La:u-D-o,u-c-ul, La:u-o-o;u-e-uJ, LD:r=uge,u-u-•+I . LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC . 0.95 Vert(LL), : 0.27 9 >999 360 MT20 244/190 TCDL .15.0. Lumber DOL . ..1.33 BC 0.85 Vert(CT)-0.49'. 8-9 >586 240 MT18HS 244/196 BCLL 0.0 Rep Stress Incr . NO WB 0.48 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 9 >879 240 Weight:. 108 lb FT=20% LUMBER- BRACING - TOP CHORD: 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS.: (lb/size) 2=2668/6-8-0, 6=2668/0-8=0 Max Horz 2=135(LC 7) :' ' Max Uplift 2=-1521(LC 8),-6=-1521(LC 8) FORCES. (lb) - Max. Comp./Maz. Ten. - All forces 250.(Ib):or less except when shown. TOP CHORD 2-3=-5510/3020, 3-4=-6061/3374, 4-5=-6061/3374, 5-6=-5510/3020- 130T CHORD 2-11=-2594/4980, 9-11=-2610/5010, 8-9=-2610/5010,'6=8=-2594/4980 WEBS 3-11=-338/659, 3-9— 615/1345; 4-9=-998/605, 5-9— 615/1345, 5-8= 338/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;.Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat., 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless.otherwise indicated. . 5) This truss has been designed for a 10.0 psf bottom chord: live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the;bottorh chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at:joint(s) except Gt=lb) 2=1521', 6=1521.. :..8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 927 lb down and.383 lb up at .7-0-0, 199 lb down and 196 lb up at 9-0-12, 199 lb down and 106 lb up at 11-0-12 199 Ib.down and 196 lb up at .13-1-4, and 199 lb down and 196 lb up at f5-1-4, and 327 lb down and 388 lb, Op. at 17-2-0 on top chord, and 409 lb down and 396 lb up at 7-0-0, 86 lb down _arid 20 Ib up at 9-0-12, 86 lb down and 20 lb up at 11-0-12,:86 Ib dowh and 20 lb up at 13-174, and 86 lb down and 20 lb up at 15-174, and 409 lb,down and 396.lb up: at 17-1-4 on bottom chord: The design/selection of'such connection device(s) is the .: responsibility of others. 9) In the LOAD CASE (S). section, loads applied to the face:of the truss are noted as front:(F) or. back (B). LOAD CASE(S). Standard 1) Dead+ Roof'Live.(balanced): Lumber Increase=1.33, Plate Increase=1;33 Uniform Loads:(plf) Vert: 1-5=-90, 3-5=-90, 5-7=-90, 12=15=-20 Thomas A. AWN PE No.39380 Mi rek USA, Inc. FL Cert'6834 - .6904 Parke East Blvd. Tampa FL 33610 . Date:.: . April 29,2019 ..,&:WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 . �A �• Id1� 10k• 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, seeANSVIPII Cuallty Cdteda, DSB-89 and BCSI BuOding Component : 6904 Parke East Blvd.. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply PEREZ GUEST HOUSE T16904843 Q57242 GRA Hip Girder. 1 1. Job Reference (optional) :WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MTekC1 connectors. This design is based only upon parameters shown, gnd,is`for an individual building component not , at russ system. Before use, The building designer must verify the appllcgbllity, 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, seeANSIM11 Guallty CrBedo, DSB-89 and SCSI Bullding Component : 6904 Parke East Blvd.. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street; Suite 312; Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty :. Ply PEREZ GUEST HOUSE T16904844 957242 GRB HIP. GIRDER 1 1: Job Reference (optional) GnamDers I russ, Inc., t-on tierce, t•L i3.22U S Nov 16 2U16 MI I eK maustneS, InC. Mon Apr 29 U6:b/:bb 2U19- Pagel . ID: _XGIJ9ygOdO4OmfDLwHHNUy7nl V-mQdBhwDrcpvN E_UNHCj9DwCW UPNS9w3? EW nBaUzLvMP 2-0-0 5.0-0 9.9-4 14-4-12 19-2-0 24-2-0 26-2-0 2-0-0 5-0-0 4-9-4 4-7-8 4-9-4 5-0.0 Scale = 1:46.2 5x8 MT18HS= 4x10 = 4x4 = 5x8 MT18HS = .5.00 F12 .3 20 21 22 .4 23 24 5. 25. 26 27.6. . 3x8 = 4x4 = -- 5x8 MT18HS= 3x4 =V 4x4 = 3x8 = 2x3 11 5-0-0 9-9-4 14-4-12 19-2.0 24-2-0 5-0-0 4-9-4 4-7-8 4-9-4 5.0-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-21, [3:0-4-0,0-1'-131, [6:0-4-0;0-1-131, [7:0-0-0,0-0-21; [1.1:0-3-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 : Plate Grip DOL . 1.33 TC . 0.72 Vert(LL) .. 0.62 10-12 >469 240 MT20 244/190 TCDL .15.0 Lumber DOL 1.33 BC 0.90.. Vert(CT)-0.6010-12 >486 240 MT18HS 244/190 BCLL 0.0 .' Rep Stress Incr .. NO WB 1.00. Horz(CT) -0.15 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 . Matrix -MS Weight: 1:12 lb FT = 200/6 LUMBER- BRACING - TOP CHORD, 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD. 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-1-9 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (lb/size) 2=2128/0-8-0, 7=2128/0-8-0 Max Harz 2=106(LC 24) Max.Uplift 2=-1928(LC 8), 7=-1928(1_C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb):or less except when shown.. . . TOP_ CHORD 2-3= 4286/3865; .3.-4= 3950/3682, 4-5= 5734/5244, 5-6=-3950/3682;.6-7--4286/3865 BOT CHORD 2-13=-3403/3881; 12-13=-5038/5733,'l0-12==5038/5733, 9-10=-5037/5734, :7-9=-3403%3860 WEBS 3-13=-1063/1023, 4-13=-2018/1719, 4-12=-300/297, 5-16=-304/298, 5-9=2019/1719, 6-9=-1063/1023 NOTES- 1) Unbalanced. roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;;B=45ft; L=24ft; eave=4ft; at. II; Exp C;. Encl.; GCpi=0.18; MWFRS (directional); porch left and right. exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage. to prevent waterponding.. . 4) All plates are MT20 plates -unless otherwise indicated. 5) This truss has been designed'fpr a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live.load of 20.Opsf on'the bottom.chord in all areas where a rectangle 3-6=0 tall by2-0-0 wide will fit between the'bottom chord and any other: members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 Ito uplift at joint(s) except Qt=lb). .: 2=1928, 7=1928. 8) Hanger(s) or other connection. device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 342 lb up at 5-0-0, 94 lb down and 142 Ib up:at 7-0-12, 94 lb down aria 142 lb up at 9-0-12, 94 lb down.and 142 lb up at 11-0-12, 941b down and 142 lb up at :13-1-4, 94 lb down and 142 Ib up at 15-1-4, and 94 Ib down and 142 lb up at 17-1-4,: and:285 lb down and 342:lb :: up at 19-2-0 on top chord, and 94 Ib down an f 143 lb up at 5-0-0, 49. Ib:down and 61 Ib up at 7-0-1.2, 49 Ib down and 61 lb up at 9-0-12, 49 Ib down and 61 Ib up at 11-0-12,.49 Ib down and 61 Ib.up at 13-14, 49 lbdown and 61 lb up at :15-1-4, and 49 lb down and 61 Ib up at 17-1-4, and 94.1b down and 143 lb up. at::19-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads, applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33,.P.late Increase=1.33 . . Uniform Loads (plf) Vert: 1-3=-90,'3-6=-901 6-8_ 90, 14-17=-20: Thomas A. Alban[ PE No,39360 Mi rek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date:' April 29,2019 ,nntinupd an bade 2 .: ;& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 101=2015 BEFORE USE: ' Design valid for use onlywith Nlfiek0 connectors, This design is based only upon parameters shown, and, Is for an individual building component, not ��• - a,truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing . is always required.for stability and to prevent collapse with possible personal Injury and:property damage. For general guidance regarding the .. : : . MiTek- fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSVIPl1 Quality Criteria, DSB-89 and SCSI Building Component : :. Safety Informationavailoble from Truss Plate Institute, 218,N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd., Tampa, FL 33610 Job Truss Truss Type City .. Ply PEREZ GUEST HOUSE T16904844 Q57242 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mori Apr 29 08:57:56 2019 Page 2 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nI V-mQdBhwDrcpvNE_UNHg9DwCW UPNS9w37EW nBaUzLvM P LOAD CASE(S) Standard Concentrated Loads (lb) Vert:3=-176(B) 6=-176(B) 13=-69(B) 9= 69(B) 21=-83(B) 22=-83(B) 23=-83(B) 24� 83(B) 25=-83(B) 26=-83(B) 28=40(B) 29— 40(B) 30= 40(B) 31=-40(B) 32=-40(B) 33=-40(B) .: A:WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use onlywiih Nlfiek®connectors. This design Is based only upon parameters shown, qnd. is,for an Individual bullding component, not• a.truss system. Before use, the building designer must verify;the appllcabllity of design parameters and properly Incorporate this design Into the overall bullding 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, seeANSVTPII Qualify Criteria, DSB-89 and BCSI Building Component : ... 6904 Parke East Blvd., Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314, Tampa, FL :33610 Job Truss Truss Type Oty Ply PEREZ GUEST HOUSE T16904845 .Q57242 GRC: HIP GIRDER 2 1 ' Job Reference (optional) ytidmuers r rush, uru., rufr rrerce, rL mzeu s IVOv I ZU7 t1 MI I eK Inausines, inc., mon Hpr za utl:b/:b/ zuiu, rage 1 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-EdBZvGDTM71 Es83arvEO17kpfpuOuag9TAXi6wzLvMO 2-0-0 2-0-0 2-10-0 4-10-0 6-10.0 2.0-0 2.0-0 00 10-0 2-0-0 2-0-0 Scale = 1:17.4 . 4x4 = 4x4 = 3 15 4. 2.0-0 2-10-0 4-10.0 2-0-0 0-10-0 2-0-0 Plate Offsets (X,Y)-- [2:0-0-10;Edge], [5:0-0-10;Edge] LOADING (psf) SPACING- 2-070' ',' CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 : Plate Grip DOL 1.33 TC 0.24 Vert(LL) -0.02 : 8 >999 240 .-. MT20 244/19.0 TCDL 15.0 ' Lumber DOL 1.33 BC 0.24.. Vert(CT) 0,02 8 >999 240 . BCLL 0 ' 0 Rep Stress In& NO WB 0.14 Horz(CT) 0.01 5 n/a n/a ::BCD,L 10.0 :Code FBC2017/TPI2014 . Matrix -MP Weight: 23 lb FT = 20%. LUMBER- BRACING - TOP CHORD' . 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SP M 30 -BOT CHORD Rigid ceiling directly' applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 . .. REACTIONS fib/size) '2=271/0-3-8 5=300/0-3-8 Max Horz 2= 61(LC 6) Max Uplift 2=-383(LC 8), 5=-370(LC 8) Max.Grav 2=633(LC 36), 5=612(LC 37) FORCES. (lb) - Max. Comp./Max; Ten. - All forces 250 (lb) or less except when shown. TOP: CHORD 2-3=-132311022, 3-4=-1219/929, 4-5=-1248/941 BOT CHORD 2-8= 940/1351, 7-8=-929/.1349, 5-7=-855/1271 WEBS 4-7=448/477 NOTES- .... 1) :Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;.VuIt=170mph-(3-second gust), Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat., " II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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. . ':This truss has been designed fora live load of 20.Opsf on.the.bottom chord in all areas where a rectangle 3-6-01all by2-0-0 wide will fit between the bottom chord and any other members: 6) Provide mechanical connection '(by others) of truss to bearing plate capable of withstanding 100 Ib uplift at )oint(s) except Qt=lb) 2=383, 5=370. ' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 483'lb down and 515 lb up at 2nO;0, and 94 lb down and.22 ib.up at 2-5-0 on top chord; and 192 lb down and 200lb.up.at 2-0-0, and 50 lb down and:19.lb up at 21570, and 192 lb dow6 and 200.Ib up at 2-10-0 on bottom chord. The design/selection:of such connection device(s) is the:. responsibility of others: 8) In the LOAD CASE(S) section, loads applied'to. the face of the truss. are noted as front (F) or back. (B):: _ = LOAD CASE(S) Standard ::11Dead + Roof Live (balanced): Lumber Increase=1.33,. Plate Increase=1.33 Uniform Loads (plf) .'. Vert: 1-3= 90, 3-4=-90; 4-6=r9.0, 9-12=-20 Concentrated; Loads (lb) Thomas A Albani PE No;39360 Vert: 3=170(F) 8=81(F) 7=81(F) Mi rek USA, Inc, PL Cert 6634 e East Blvd Tampa mpaF 3610 Date:.:ar . April 29,2019 .:A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE: . Design valid for use only with MiTekO connectors. This design is based.only upon parameters shown, and, is for an individual building component, not �• . o.truss system. Before use, the building designer must verify the applicability of design parametersandproperly 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, seeANSVTP11 Quality Cdteda, OSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty , Ply PEREZ GUEST HOUSE T16904846 Q57242 J1 JACK -,OPEN 8 1. Job Reference (optional) Gnamoers truss, Inc., ron vierce, rL a."L'GU s NOV 16 2U1 t3 MI I eK InauSmes, Inc. Mon Apr z9 Ut3:b/:bb 2Ul9 rage l ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-ipkx6cE57R95THemPdldlLHprDFad36ligG FeNzLvMN -2-0-0 1-0-0 2-0-0 1-0.0 t� Scale =1:8.2 d, 0 1 100 1-0.0 Plate Offsets (X,Y)-- [2:0-1-2,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Vdefl Ud PLATES GRIP TCLL 30.0. Plate Grip DOL 1.33 TC . 0.92 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC .0.15 Vert(CT) 0.00:. 5 >999 240 . BCLL . 0.0 ' . Rep Stress Incr YES W B 0.00. Horz(CT) . 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 5 >99.9 240 Weight:.6lb FT=20°/ LUMBER- BRACING- " TOP CHORD' 2x4 SP No.3 TOP CHORD" Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS. (lb/size) 3=-49/Mechanical, 2=432/0-8-0, 4=-89/Mechanical Max Harz 2=104(LC 12) Max Uplift 3=-49(LC 1), 2=-402(LC 12), 4=-89(LC 1) Max.Grav 3=69(LC 12), 2=432(LC 1), 4=114(LC 12) .FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . . NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C.for members and ' forces& MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) :' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . . . will fit between,the,bottom chord and. any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate_ capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=402. Thomas A. Albani PE No,39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 . Date:. . April 29,2019 : ;& WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors, This design Is based ,only upon parameters shown, and. is for an Individual building component, not ��- 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.. Addltlonal temporary and permanent bracing M�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, seeANSVWII Quality Criteria, DSB-89 and BCSI BuShcng Component 6904 Parke East Blvd.. Safety Informatlanovailable from Truss Plate Institute, 218 N. Lee Street, Suite' 312; Alexandria, VA 22914. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904847 .Q57242 J1A Jack -Open 8 1 Job Reference (optional) cnamoers truss, Inc., t-on coerce, t-L 6221.1 S NOV 1 ti Gut d MI I eK Industries, Inc. Mon Apr Gy Utl:b/:bti GU19 rage 1 - ID:_XGIJ9ygOdO4OmfDLwHH NUy7ni V-ipkx6cE57R95THemPdldlLHprDFad36IigGFeNzLvMN 1-0-0 1-0.0 Scale = 1:8.2 1-0-0 1-0.0 Plate Offsets (X,Y)-' [2:0-1-2,Edge] LOADING (psf) SPACING- 2-0-0CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL' 1.33 TC .0.92. Vert(LL) 0.00 . 5 >999 360 MT20 244/190 TCDL 15.0 .. Lumber DOL .1.33 BC 0:15 .. Vert(CT) .0.00- 5 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code. FBC2017/TP12014 .' Matrix -MP 'Wind(LL) -0.00 .51 >999 240 Weight: 7.lb FT = 20% . .. LUMBER- BRACING - TOP CHORD 2x4-SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=49/Mechanical, 2=432/0-3-8, 4=-89/Mechanical Max Harz 2=104(LC 12) Max Uplift 3= 49(LC 1), 2=-402(LC 12), 4=-89(LC 1) Max Grav 3=69(LC 12), 2=432(LC. 1), 4=114(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb).or less except when shown... NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1'5ft;:B=45ft; L=24ft; eave=4ft; Cat. II; Exp C;.Encl.,'GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and'forces & MWFRS for reactions shown; Lumber.DOL=1.60 plate grip-DOL=1..60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the.bottom chord and. any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=402. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 .: Date: , . .April 29,2019 A:WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTpVO connectors. This design Is based .only upon parameters showri and as.for an Individual building component, not F 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 . p �y�iT®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, seeANSVrPlr Quality Criteria, DS"9 and BCSI Building Component : 6904 Parke East Blvd. . Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 133610 Job Truss Truss Type q Qty Ply PEREZ GUEST HOUSE T16904848 .Q57242 J2.. Jack -Open 2 1: Job Reference (optional) L,namDerS I russ, Inc., rOrt vierce, 1-l- U.22U s NOV 16 2U1 b MI I eK Industries, Inc. Mon Apr 29 U8:57:59 2U19 Page 1, ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-A?IJJyFjukHx5RDyzKGsgYp_bdZW MW MRwUOoBpzLvMM -2-0-0 2-0-0 2-0-0 2-0.0 Remo = t -1 n n 2.0-0 2.0-0 .Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0..' Plate Grip DOL. 1.33 TC 0.92 Vert(LL) : 0.00 7 >999 360 . MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC :0.24 :. Vert(CT) 0.00:. 7 >999 240 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 ' Weight:.10 lb FT = 20%. LUMBER- BRACING - TOP TOP CHORD::2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD. 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. . REACTIONS. (lb/size) 3=27/Mechanical, 2=390/0-3-8, 4=-13/Mechanical Max Harz 2=129(LC 12) Max Uplift 3=-17(LC 9); 2=-313(LC 12), 4=-13(LC 1) Max Grav 3=32(LC 17),:2=390(LC 1), 4=45(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . . NOTES- . . 1) Wind: 'ASCE 7-10;:Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=1511:;:B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2=0=11 to 0-7-13, Interior(1) 0-7-13 tol-11-14 zone;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 lost bottom chord, live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0.tall by2=0-0 wide will fit between the bottom chord -and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Ot=lb) 2=313. Thomas A. Alban! PE No,38380 MiTek USA, Inc, FL Cett6634 . 6904 Parke East Blvd. Tampa FL 33610 .: : ....Date:... - April 29,2019 A .WARNING - Verify design ' ararneter4 and READ NOTES ON THIS AND INCLUDED MTi EK REFERA'NCE PAGE M11-7473 rev. 10 0312015 BEFORE USE. .: A, Y 9. P Design valid for use only with N1Rek®connectors. This design Is based only upon parameters showrt and .is,for an Individual building component, not u ��®® o,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. - p�T - IYI� Is always required for stability and to prevent collapse with possible personal Injury and:property damage. For general guidance regarding the ltfk° , - : , : fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Cdloda, DSB-89 and SCSI Building Component : 6904 Parke East Blvd.. Safety Infonnatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. - Tampa, FL 33610 ' Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904849 Q57242 J3 .. JACK -OPEN 8 1 Job Reference (optional) t1.ZZU S Nov I ZU16 mi I eK inausrnes, Inc. Mon Apr Zy Utl:ou:UU ZUl a rage 7 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-eBsiXIGLf2Qojbo9W 1 o5NmM9L1 va5zcb98lMjFzLvML .2-0-0 3-0-0 2-0-0 3-0-0 L,namDers r russ, Inc., r-on rierce, t-L I Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.92 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.00 . 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES 1NB . 0.00. Horz(CT) . -0.00 3 n/a n/a BCDL 10.0 Code. FBC2017lrP12014 . Matrix -MP Weight:.13 lb FT = 20%. LUMBER- BRACING - TOP CHORD: 2x4:SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. = REACTIONS. (lb/size) 3=80/Mechanical, 2=411/0-e-0, 4=17/Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-51(LC 9), 2=-360(LC 12), 4=-47(LC 9) Max Grav 3=80(LC 1), 2=411(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 'NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1:5ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2=0-11 to 0-7-13, Interior(1) 0-7-13 to.2-11-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord, live load nonconcurrent with any other live loads. 3) .*This truss has been. designed for alive load of 20.Opsf on the bottom chord in all, areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between. the. bottom chord and. any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=360. Thomas A. Albanl PE No.39380 Mi rek USA, M6. FL Cert 6634 6104 Parke East Blvd. Tampa FL 33610 . _. Date:.. . .... .: April 29,2019 EFORE USE. A:WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE • : Design valid for use only with MiTel .8 connectors, This design Is based ,only upon parameters shown, and. Is,for an Individual building component, not a,truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall E building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing . MITe'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, seeANSVWII Qualms Criteria, DSB-89 and BCSI Buoding Component.. :. Qualm? Criteria. 6904 Parke East Blvd. Safety Infonnatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite'312; Alexandria, VA 22 Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904850 Q57242 J5 JACK -OPEN 12 1. Job Reference (optional) unamDers I russ, Inc., t-ort vierce, t-L 8.22U s Nov 16 2Ulb MI I eK InausineS, Inc. Mon Apr 2y uu:bb:UU zui9 rage 1 ID:_XGIJ9ygOdO4OmfDLwHHNUy7nlV-eBsiXl GLf2Qojbo9W 1 o5NmMIG 1 tK5zcb981Mj FzLvML -2-0-0 5-0-0 Scale = 1:16.4 19 N 1 Plate Offsets (X,Y)-- 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL' 1.33 TC :0.34 Vert(LL) 0.11 4-7 >525 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 . Vert(CT)-0.05.. 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00. Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 .. Matrix -MP . Weidht:19 lb FT = 20%. LUMBER- BRACING - TOP CHORD ' 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4'SP M 30 -BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=172I Mechanical, 2=495/0-8-0, 4=60/Mechanical Max Harz 2=204(LC 12) Max Uplift 3=-123(LC 12), 2= 41 O(LC 12), 4=-90(LC 9) Max Grav 3=173(LC 1), 2=495(LC 1), 4=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASIDE 7-10;'Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2=0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord:live load nonconcurrent with any other live loads. . 3):* This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will. fit between the bottom chord and. any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=123, 2=410. . Q:WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE: • Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and, Is for an Individual building component, not a,truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss well 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,generol guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, OSB-89 and BCSI Bu9dtng Component . .. 6904 Parke East Blvd. Safety Inlormatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL :33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904851 Q57242 J7 Jack -Open 6 1 . Job Reference (optional) L,namoers I russ, Inc., ran rrerce, rL b.ZZU S NOV I b ZU1 d MI I eK InausineS, Inc. Mon Apr zu UC:bd:U1 ZU1 U rage 1 I D:_XGIJ9ygOdO4OmfDLwHHNUy7nl V-6004keG_QMYfKIML4IJKwzvQ?Q3GgQskOoVvFhzLvMK 2 0 0 7.0-0 2-0-0 7-0.0 Scale=1:20.4 3 5.00 F12 o cb 8 o N I 2 1 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.11 4-7 >761 360 . MT26 244/190 TCDL 15.0 Lumber DOL 1.33 BC :0.99 : Vert(CT) : 0.25 4-7 >332 240 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) . 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014.. Matrix -MP Wind(LL) 0.17 4-7 >490 240 Weight: 25Ib FT=20% LUMBER- BRACING - TOP CHORD: 2x4 SP M 30 TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=265/Mechanical, 2=594/0-8-01 4=89/Mechanical Max Horz' 2=254(LC 12) Max Uplift 3=-167(LC 12), 2= 326(LC' 12) Max Grav 3=265(LC 1), 2=594(LC 1), 4=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) -or less except when shown. NOTES- 1) Wind: ASIDE 7-10;:Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.' 11; Exp C; Encl.,'GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2=0-11 to 0-7-13, Interior(1) 0-7-13 to:6-11-4 zone;C-C for members and forces & MWFRS for. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 21 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb). 3=167, 2=326. s. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. . .. .. April 29,2019 0 :WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MIT" connectors. This desigrj is based only upon parameters shown, and, is for an Individual building component, not , a,truss system. Beforeuse, the building designer must verify the applicability of design parameters and properly Incorporate this design Into, the overall bullding 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, seeANSViPit Quality Ci torla, DSB-89 and BCSI Building Component . Safety Infoenatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd., Tampa, FL 33610 Job Truss Truss Type City , Ply PEREZ GUEST HOUSE T16904852 Q57242 KJ2 . Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -2-9.15 B d.GGu S Nov 1 b 2u1 d MI I el( industries, Inc. Mon Apr xu ub:bd:uz •LU19 rage 1 I D:_XGIJ9ygOdO4OmfDLwHHNUy7niV-aa_Sy_HcBfg W yvxXeSgZSBRcegatZt6ucSESnBzLvMJ 1-8-2 2-9.3 2-9.3 2-9-3 Scale = 1:10.9 Plate Offsets (X Y)-- [2:0-2-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) 0.02 4-7 >999 360 MT20 244/19.0 TCDL 15.0 - Lumber DOL 1.33 BC 0.26 Vert(CT) 0.03 . 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a ..BCDL 10.0 Code, FBC2017/TP12014 Matrix -MP Wind(LL) -0.03 4-7 . >999 240 Weight::13 lb • FT = 20 LUMBER- BRACING - TOP CHORD- 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD. 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=24/Mechanical, 2=451/0-3-8, 4=781/Mechanical Max Harz 2=126(LC 24) . Max Uplift 3=-1301LC 17) 2=-473(LC 8) 4=-172(LC 17) " Max.Grav 3=156(LC 24); 2=510(LC 28), 4=199(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.,'GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other. live loads. : 3) ' This truss has been designed for a live load of 20.00sf on the bottom chord in all areaS where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. . 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) - 3=130, 2=473, 4=172. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines., 7) In the LOAD CASE(S) section,:loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S): Standard 1) Dead + Roof Live,(balanced): Lumber Increase=1.33, Plate Increase=1:33 Uniform Loads (plf) Vert: 1-3=-90, 4-5=-20 . . Concentrated Loads (lb) Vert: 8=106(F=53, B=53) 9=103(F=52, B=52) Thomas A. Albani PE No,39389 MiTek USA, Inc. FL Cert 8634 6164 Parke East Blvd. Tampa FL 33610 .Date:' April 29,2019 -Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. f0/03/2015 BEFORE USE: WARNINGY 9 P Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� .. a truss system. Before use, the building designer must verify the applicabllity 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, seeANSVFP11 Quality Crtteda, DSB.89 and SCSI Bu9dtng Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ GUEST HOUSE T16904853 Q57242 KJ5 . DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Ghambers I runs, Inc., port Fierce, FL -2-9.15 2-9.15 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 29 08:58:03 2019 Page 1 ID: _XGIJ9ygOdO4OmfDLwHHNUy7nlV-3mYg9KlEyzoNa3WjCALo?O_nOEtzlKM1 r6_0KazLvMl 3.9-9 7-0-2 3.9-9 a 3-2-9 Scale = 1:19.1 7,0-2 Plate Offsets (X Y)-- [2:0-1-0 0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0:48 Vert(LL) 0.21 4-7 >394 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(CT) 0.23- . 4-7 >363 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) . 0.00 2 n/a n/a ..BCDL 10.0 Code. FBC2017lrP12014 Matrix -MP p Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD. 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=220/Mechanical, 2=519/0-10-15, 4=57/Mechanical Max Horz 2=202(LC 8) Max Uplift 3=-169(LC 8), 2=7652(LC 8), 4=-138(LC 5) Max Grav 3=223(LC 28), 2=661(LC 28), 4=102(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).orless except when shown.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.' II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 3) ` This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0.1all by 270-0 wide will fit between the bottom.chord and any other members.' 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 lb uplift at joints) except at=lb) 3=169, 2=652, 4=138. . 6) "NAILED" indicates 3-10d (0.1.48"x3") or2-12d (0.148"x3.25") toe -nails per NDS guidlines.. 7) In the LOAD CASE(S);section,:loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S): Standard 1) Dead + Roof Live: (balanced): Lumber Increase--1.33, Plate Increase=1:33 Uniform Loads (pif) Vert: 1-3=-90, 4-5=-20 . Concentrated Loads (lb) Vert: 8=113(F=56', B=56) 10=108(F=54, 8=54).11=6(F=3, 13=3) Thomas A. Alban! PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 29,2019 . 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev, 101=015 BEFORE USE: ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and. s.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 . ek' MI CT 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, seeANSVIPII Quality Cdtatla, DSO-89 and SCSI Buflding Component . 6904 Parke East Blvd. Safety Inlonnatlonavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312; Alexandria, VA 22314. Tampa, FIL 33610 Job Truss Truss Type Qty . Ply PEREZ GUEST HOUSE T16904854 Q57242 KJ7 Diagonal Hip Girder 2 1 Job Reference o tional L,ndnruers r rubs, mu., rort r-ierce, rL t1.Z2U S NOy 1 b;M d Mr I eK Inaustnes, Inc. man Apr z`J Ut5:bts:U4 zU18 rage 1 . ID:_XGIJ9ygOdO4OmfDLwHHNUy7nl V-Xz6CNgJsjHwEBC5witsl XcXy7eD_l fcB4mjZsOzLvMH 2 9 15 5-2-9 9.10-1 2.9.15 5-2-9 4-7-8 Scale: 1/2"=1' i 3x4 = Io 5-2-9 4-7-8 Plate Offsets (X,Y)-- [2:0-1-8,Edge] LOADING (pso SPACING- 2-0-0 CSI. 'DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL' 1.33 TC 0.48 Vert(LL) -0.12 : 7-10 >999 240 . MT26 244/190 TCDL 15.0 Lumber DOL -1.33 BC 0.47 Vert(CT) 0.06 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB. 0.45 Horz(CT) -0.01 5 n/a n/a BCDL, 10.0 Code FBC2017/TP12014 Matrix -MS Weight::43 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. - WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=209/Mechanical, 2=685/0-10-15, 5=368/Mechanical Max Horz 2=253(LC 8) Max Uplift 4=-145(LC 8), 2— 692(LC 8), 5=-347(LC 8) Max Grav 4=209(LC 1), 2=8641[LC 28), 5=385(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1058/798 BOT CHORD 2-7=-854/986, 6-7=-854/986 WEBS 3-7= 249/264, 3-6=-1049/908 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate,grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads,:. 3) . This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 'P�ovide mechanical connection:(by others) of truss to bearing'Plate capable of withstanding 100 lb uplift at joint(s)'except at=1b) 4=145, 2=692; 5=347. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate. Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 5-8=-20 Concentrated Loads (lb) Vert: 11=113(F=56, B=56) 13=-91(F=-45, B=-45) 14=1OB(F=54, B=54) 15=6(F=3, B=3) 16=-64(F= 32, B=-32) Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: April 2.9,2019 .:A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCEPAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicoblllty of design parameters and properly Incorporate this design Into, the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' Is always required: for stability and to prevent collapse .with possible personal Injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMIi Quality Criteria, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Infonnatbravoilobletrom Truss Plate Institute. 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, 14-1 �4 p j Y offsets are indicates. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure .to. Follow Could Cause Property P y Damage: or Personal Injury: Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth, TOP CHORDS - diagonal or X-bracing, is always required. See SCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 0 WEBS c� 4.: wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I - T I c 1Pv 0 . v >> 3 3n 3 O. bracing should be:considered. . u 93. U Never exceed the design loading shown and never. Inadequately braced trusses. a�p stack materials on 0 4. Provide copies of this truss design to the building For 4 x 2, orientation -locate plates 0-1hd' from outside C7-8 c6-7 Cs� � BOTTOM CHORDS designer, erection supervisor, property.owner and all other interested parties. edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other: 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7.- Design assumes trusses will be suitably protected from - Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accordmith ANSI/TPI 1. .: software or upon request.. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content'of lumber shall not exceed 19% at time of fabrication. PLATE SUE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated; or green lumber. The first dimension is the late r p 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated, are minimum •plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and :. . Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed.for wind -loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use Tor I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rev on lumber values 9 y 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.. BEARING established by others. . Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved 15; Connections not shown are -the respohi lbllity of others. 16. Do not cut. or alter truss member or plate without'prior - approval of an engineer... reaction section indicates joint number where bearings occur, 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � 18. Use of green or treated lumber may pose unacceptable.: environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front,: back, words Plate Connected Wood Truss Construction. - and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component onent Safe Information, MiTek" 20. Design:assumes manufacture in accordance with Guide to -Good Practice for r Handling, ANSI/TPI 1 9uality. Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015