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HomeMy WebLinkAboutTrussFILE C00Y =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'l on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING I, TO DETERMINE IF MULTIPLE PLY. I f I '.: DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI _— 30' to 60' Span 30' Spn or less ' Spreader Bar ' a \' 60 degrees or less / f ` Tag line rox M tc rag aria . f — +approen — i3 _`— 12 of Span.-e REFER TO SCSI REFER TO SCSI Truss be set this way if crane is used. Truss must be set this way f 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. All load bearing walls, headers, beams, & lintels must be in place 'at indicated height before trusses are installed. 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. r - WARNING - ! f 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 „. 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 xF,1,6REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING 'HANGER ID FASTENER FOR FASTENER FOR TRUSS 1 TRUSS CARRIED TRUSS CARRYING TRUSS i I *Please refer to Standard Engineering package for general Instuction on installing hangers 10d=0 148" x 3" 16d 0.162" x 3 1/2" atch Legend LOAD BEARING 11A AT 1 V-0" LOAD BEARING AT 33'-8" HIP VALLEYS ARE DIFFICULT TO IN Do not stand on le —Ill METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES. * ALL BEAMS ARE BY OTHERS. * ALL CEILINGS ARE FLAT. * FLOORS ARE BY OTHERS. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 11'-0" END DETAIL: LOWER 4-01 1 2-00-00 12 51- LL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED s until the are braced per BCSI properly nailed to straps and hangers !! " fh uotlerslgnadacknDwledgeBandagreeB y p p p p J a g o 1 � 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for ENGINE �""a °s 1 1 determining successful fabrication of the trusses. Q s _— 2. All dimensions in this layout have been verified by the undersigned. ARRANGE WITH CRANE O P E RAT O R I N ADVANCE FOR A STRONG BACK OF 26 - 3 ® IN LENGTH.1 ! 3. Unless written notice is provided by Call mail to Chambers Truss within ten (10) days of delivery the ,. '! x III ensign agrees that no bsckcharges will be allowed. In the event such written notice is lumushed Chambers Truss Shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. -- F-�", = i otter 10 days of delivery remedy will be according to Florida statute 558. UNSUPPORTED JACK CONNECTION (DETAIL �� �i; ;t '�� I 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. nit.7 1a1P,u�,eca '.... 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has ° ties: iI.. �ha sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has 1' �„�„ ,'; CORNER DETAIL to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is _+•«1 — -- 'responsible to Chambers Truss for towing costs due to site conditions. `w"""°""° '"°"""""�"� ! . Price as shown in paragraph 7 below is subject to change 'rf any changes are made in this layout. A $50 per hour �ea6for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. 5' (,Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of MAXIMUM CANTILEVER (delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be L _ e.*.*a.�.*... added for all sums not paid within terms. PLUMB CUT END, 2X4 TOP CHORD WALL HEIGHT 33'-8" END DETAIL: TYPICAL. 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 guarantees 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 1 recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to I herein, 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 For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. 1 DATED SIGNED , !FOR 1 TITLE A spreader bar may be required per Ni to prevent injury Sl damage. 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. Study the contents of the information packet included on delivery before setting trusses. 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 any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS ,ANC do 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 I I n I — — ITEKVERSION 7 4 1.431 -- _-- —-----�-- - -"- - '--- - -- -'--" LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS BBC 16D46.1 DESIGN CRITERIA C County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directiona0/C-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conocurent : 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 ". Wind Speed 165mph Top Chord C.B. Sheathing by builder { Bottom Chord C.B. Sheathing by builder Highest Mean Height 28' Building Type Enclosed Building Category II: Non Restrictive Exposure Category D> FLAT Miles from Ocean 0 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B =Continuous Bracing I Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer ner and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75688 SCALE: 1 /4" = 1 r-Orr 111 total trusses, 30 unique designs Designer: RL.0 Reviewed by: RLC 1. Date: 12/14/18 03/25/19 - I, FOR GROUP ONE CONSTRUCTION DESCRIPTION: WATERSONG WAY/ SIME Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75688 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 75688 - WATERSONG WAY/ SIME Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name Lot/Block: Subdivision: Address: WATERSONG WAY City: ST LUCIE COUNTY State: FL ■NHT USA, Inc. 6904 Parke East Blvd. WATERSONG WTi��%�IM6 Moldel: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading -Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A.psf This package' includes 29 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. I Seal# . Truss Name • Date _ No. Seal# Truss Name Date. . 1 T15931377 A 1/3/19 18 IT1593139414A 1/3/19 12 I T15931378 1 Ai 11 /3/19 " 119 ._ I T15931395 I JA3 1 1I3/19 1 13 17159313791,42 1 1 /3/19 120 I T15931396 I JA5 1 1 /3/19 14 1 T15931380 1 A3 1.1/3/19 121- I T159313971 JU .1 1/3/19 15 1 T15931381] A4 1 1 /3/19 122 1 T15931398 I JUX 1" 1 /3/19 16 1 T15931382 1 A5 +1 /3/19 123 I T15931399 I JX5 [ 1 /3/10 7 I T15931383 1 A6 1 1 /3/19 124 I T15931400 I KJ3 1 1 /3/19 18 1T15931384 1GRA• 11/3/19.. 125 iT15931401 LKJ5 11/3/19 19 1 T15931385 1 G RB 1 1 /3/19 126 1 T1 5931402 I KJA5 1 1 /3/19 110 1 T15931386 1 G RC 1 1 /3/19 127 1 T1 5931403 I KJUX 1 1 /3/19 111 I T15931387 1 G RD : 1 1 /3/19 128 I T15931404 1 V4 1 1 /3/19 112. 1 T15931388 1 HVA 1 1 /3/19 129 1 T15931405 I V8 1 1 /3/19 113 1T15931.389 1 HVB 1 1/3%19 I - 1 I 1 14 1 T15931.390 1 HVC 1 1/3/19 115- I T15931391 I J1 1 1/3/19 116 1 T15931392 1 J3 1 1/3/19 117 1 T15931393 I J5 1 1 /3/19 The truss drawings) 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictiori(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 forany 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. �O ENS 0 68182 cc Z O'. TAT OF :�41J .01 � �1/11.111�1 Joaquin Vale PE No.68182 M3Tek USA, I c. FL Cert 6634 6904 Parke st Blvd. Tampa FL 33610 ate: January 3,2019 Velez, Joaquin 10f]. Job Truss Truss Type Qty9 Ply WATERSONG WAY/ SIME T15931377 75688 A HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort. Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:39 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9Mi B-GgPwMNrGZAn8L2mhdnlpa5PEzrdOKEZo302Rypzz3mg 2-4-0 5-8.0 9.0=0 13-6-5 18-0-9 23.0-0 26-4-0 29-8-0 32-0-0 2-4-0 3-4-0 3.4-0 4-6.4 4-6-4 4-11-7 3.4-0 3-4-0 T ,2-4-0 C. Scale = 1:54.4 5x8 MT18HS = 3x4 = 3x4 = 5x6 = 5.0012 4 5 25 6 26 7 3x4 = 6x8 = 3x8 = 3x6 = 3x4 = 3x10 = 6x8 = 3x4 = 11-7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.58 BC 0.78 WB 0.99 Matrix -MS DEFL. Vert(LL) Vert(CT) . Horz(CT) in (loc) I/dell Ud 0.59 13-15 >559 240 -0.29 13-15 >999 240 -0.09 11 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-7,oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1184/0-8-0, 11=1184/0-8-0 Max Harz 16— 147(LC 10) Max Uplift 16=-2006(LC 12), 11=-1866(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1436/3609, 4-5=-1305/3445, 5-6=-1724/4374, 6-7=-1288/3357, 7-8= 1417/3515 BOT CHORD 15-16=-2563/1083, 13-15= 3760/1653, 12-13=-4030/1724, 11-12=-2507/1075 WEBS 2-16=-206/412, 3-16— 1430/3311, 3-15=-715/314, 4-15=-1037/361, 5-15=-514/975, 5-13=-360/144, 6-13=-447/196, 6-12=-610/1399, 7-12=-983/332, 8-12=-660/304, 8-11=-1392/3141, 9-11=-205/370 NOTES- 1)' Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to 13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-6-5, interior(1) 27-6-5 to 32-0.0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2006 lb uplift at joint 16 and 1866 lb uplift at joint 11. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verity 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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, seeANSVrPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infotmationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply WATERSONGWAY/SIME T1593t378 756BB Al HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:40 2019 Page 1 IDARF6gdHv_CU9535p9sU5hPy9M1 B-kl zJZjsuKUv?yCLuBUp26JxO5F1 J3ivylgo?UGzz3mf 2-4.0 6-8-0 11.0-0 14-6-5 18-0-9 21-0-0 25-4-0 29-8-0 32-0-0 2-4-0 4.4-0 3-6-4 3-6-4 2-11-7 4-4-0 4-4-0 2-4-0 Scale=.1:54.4 5x8 MT18HS = 3x8 = 5x6 = 4 23 24 25 ° 6 3x4 — 6x8 = 3x8 = 3x6 = 2x3 11 3xB = 6x8 = 3x4 = Plate Offsets (X.Y)-- F3:0-2-4.0-2-01. 14:0-4-0.0-1-131. 16:0-3-12.0-2-81. 17:0-2-4.0-2-01. F10:0-3-8,0-3-01. 115:0-3-8,0-3-01 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fFP12014 REACTIONS. (lb/size) 15=1184/0-8-0, 10=1184/0-8-0 Max Horz 15=-179(LC 10) Max Uplift 15— 2006(LC 12), 10=-1866(LC 12) m 0 IT T a CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.69 Vert(LL) 0.42.10-11 >780 240 MT20 244/190 BC 0.55 Vert(CT) -0.2210-11 >999 240 MT18HS 244/190 WB 0.92 Horz(CT) -0.08 10 n/a n/a Matrix -MS Weight: 170 lb FT = 20 % . BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-114/349, 3-4=-1410/3517, 4-5=-1268/3370, 5-6=-1252/3334, 6-7=-1396/3481, 7-8=-187/369, 8-9=-191/274 BOT CHORD 14-15=-2725/1178, 12-14=-3241/1428, 11-12=-3241/1428, 10-11=-2709/1183 WEBS 2-15=-242/376, 3-15=-1404/3075, 3-14=-351/213, 4-14=-856/313, 5-14=-288/440, 5-12=-284/119, 5-11=-4141746, 6-11 =-1 127/397, 7-11=-290/179, 7-10=-1408/3050, 8-10=-233/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft;,B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 11-0-0, Exterior(2) 11-0-0 to 15-6-5, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ; porch left exposed;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2006 lb uplift at joint 15 and 1866 lb uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MII-7473 rev. 10/0&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, seeANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnafbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply WATERSONG WAY/ SIME TI5931379 75688 A2 Hip 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:41 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-CDXhm2sW5nlsaMv4kCKHfWUd4fPnoBW5XKXYOi7z3me 2.4-0 7-8.0 13-0-0 19-0.0 24-4-0 29-8-0 _ 32-010 2-4-0 5-4-0 5-4-0 6-0-0 5-4-0 5.4-0 2-4-0 0 0 4x8 = 4 2425 4x8 = 2627 5 Scale = 1:54.4 3x4 = 3x6 11 4x4 = 3x4 = 3x6 = 3x4 = 4x4 = 3x6 11 3x4 = 2i4T0 7-8-0 13-0-0 19-0-0 24-4.0 29-8-0 3Q•Q•032-0-0 , 2-0-0 0-4-0 5-4-0 5-4-0 6.0-0 5.4-0 5.4-0 0-4-0 2-0-0 Plate Offsets (X,Y)-- [4:0-4-0,0-1-131, [5:0-4-0,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.42 Vert(LL) -0.24 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.29 10-11 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.83 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 13-14 >999 240 Weight: 160lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1184/0-8-0, 9=1184/0-8-0 Max Harz 15=212(LC 11) Max Uplift 15=-1248(LC 12), 9=-1107(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/77, 2-3= 1451/1491, 3-4=-1370/1497, 4-5=-1228/1465, 5-6=-1370/1497, 6-7=-1451/1491, 7-8=-287/77 BOT CHORD 1-15=-30/276, 14-15=-166/294, 13-14=-1226/1437, 11-13=-987/1246, 10-11=-1208/1295, 9-10=-30/276, 8-9=-30/276 WEBS 2-15= 1069/1365, 2-14=-1482/1318; 3-14=-198/374, 3-13— 277/283, 4-13=-96/277, 5-11=-102/277, 6-11= 277/283, 6-10=-198/374, 7-10=-1482/1318, 7-9= 1069/1365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 13-0-0, Exterior(2) 13-0-0 to 17-6-5, Interior(1) 17-6-5 to 19-0-0, Exterior(2) 19-0-0 to 23-6-5, Interior(1) 23-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 15 and 1107 lb uplift at joint 9. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED Mn EK REFERANCEPAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and.ls for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parometers.and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication ,mstorage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quail Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME I ' T15931380 75688 A3 Hip 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:42 2019 Page 1 I D:4RF6gdHv_CU9535p9sU5hPy9M 1 B-gP43_Ot8s59i CW UG IvrW Ckl nh2m7XjvEl_H5Y8zz3md 2-4-0 8-8-0 15-0-0 17-0.0 23.4-0 _ 29-B-0 32-0-0� 2-4-0 6-4-0 6-4-0 2-0.0 6.4-0 ti-4-0 2-4-0 46 = 5.00 12 4x6 = Scale = 1:54.9 T co m 10 IT o 3x4 = 3x6 11 4x4 = 3x6 = 4x4 = 3x6 11 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.09 15-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.12 12-13 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS .2x4 SP No.3 REACTIONS. (lb/size) 17=1184/0-8-0, 11=1184/0-8-0 Max Horz 17=-244(LC 10) Max Uplift 17=-1248(LC 12), 11=-1107(LC 12) PLATES GRIP MT20 244/190 Weight: 170 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing. WEBS 1 Row at midpt 2-16, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/36, 2-4=-1494/1463, 4-5=-1227/1363, 5-6=-1166/1349, 6-7=-1227/1363, 7-9=-1494/1463, 9-10=-265/36 BOT CHORD 16-17=-209/348, 15-16=-1186/1321, 13-15=-804/1060, 12-13=-1167/1321 WEBS 2-17— 1063/1367, 2-16— 1393/1310, 4-16=-106/311, 4-15=-408/445, 5-15=-228/273, 6-13— 228/273, 7-13=-408/445, 7-12=-106/311, 9-12=-1392/1310, 9-11 =-1 063/1367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-2-61 Interior(1) 3-2-6 to 15-0-0, Exterior(2) 15-0-0 to 21-6-5, Interior(1) 21-6-5 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 17 and 1107 lb uplift at joint 11. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 3,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPll Quality CtBada, DSB$9 and SCSI Building Component 6904 Parke East Blvd. Safely Infomlatlonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply WATERSONG WAY/ SIME ' T15931381 75688 A4 Common 23 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:43 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-9ceRBkundPHZpg3SsdNlkxZxzS4tGAZO_eOf5azz3mc 2-4-0 B-10-B 16-0-0 23-1-6 29-8.0 32-0-0 , 2-4-0 6.6-8 7-1-8 7-1-8 6-6-8 1 2-4-0 14 6x8 = 3x4 = 5.00 F12 3x4 = 5x6 = 4x6 = 3x4 = Scale = 1:53.0 9 Im a 10 6x8 = 3x4 = 3q-Q-0 32-0-0 0-4�0 2-0-01--1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.23 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.35 11-13 >947 240. BCLL 0.0 Rep Stress ]nor YES WB 0.47 Horz(CT) -0.04 10 nfa n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.15 11-13 >999 240 Weight:160lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 10=1184/0-8-0, 14=1184/0-8-0 Max Horz 14=260(LC11) Max Uplift 10=-1107(LC 12), 14=-1248(LC 12) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 305/0, 3-4= 1494/1492, 4-5=-1445/1425, 5-6=-1445/1438, 6-7=-1494/1508, 8-9=-305/0 BOT CHORD 1-14=0/279, 13-14=-1105/1395, 11-13=-674/993, 10-11— 1126/1301, 9-10=0/279 WEBS 5-11=-362/510, 6-11=-226/439, 7-10=-1424/1533, 8-10=-305/590, 5-13=-341/510, 4-13=-226/421, 3-14=-1424/1533, 2-14=-305/590 Structural wood sheathing directly applied or 5-8-0 oc purlins Rigid ceiling directly applied or 6-11-4 oc bracing. 1 Row at midpt 7-10, 3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 16-0-0, Exterior(2) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. " 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1107 lb uplift at joint 10 and 1248 lb uplift at joint 14. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building.designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII QualHy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sally Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WATERSONG WAY/ SIME T15931382 75688, A5 Hip 1 1 Job Reference (optional) L;namoers I russ, inc., ron rierce, rL 6.z4u s uec is zui 6 rw i eK mausines, inc. i nu uan a iz:i.7:44 zui a rage i ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-doCpP4vPOiPORpefOKu_H969isPU?ZYXDImCdl zz3mb 2-4-0 6-8.0 11-0.0 16-0-0 21-0-0 25-4-0 29-8-0 32-0-0 2-4-0 4-4-0 4-4-0 5-0-0 5.0-0 4-4-0 4-4-0 2-4-0 1� 4x5 = 4 3x4 = 4x5 = 22 235 24 25 6 Scale = 1:54.4 14 13 • 11 10 3x4 — 6x8 = 3x8 = 3x6 = 3x8 = 6x8 = 3x4 = 2-0-0 2r4r0 11-0-0 21-0-0 29-8-0 3Q-Q-032-0-0 2-0-0 0-4-0 8-8.0 10-0-0 B-8-0 0.4-0 2-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.28 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) -0.05 10 n/a n/a BCDL. 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.14 11-13 >.999 . 240 Weight: 163lb FT=20%_. LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1184/0-8-0, 10=1184/0-8-0 Max Harz 14_ 179(LC 10) Max Uplift 14=-1248(LC 12), 10=-1107(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-371/32, 3-4=-1412/1540, 4-5=-1280/1519, 5-6=-1280/1519, 6-7=-1412/1540, 8-9=-371/32 BOT CHORD 1-14=0/357, 13-14=-1187/1200, 1,1-13=-1320/1420, 10-11=-1170/1185, 9-10=0/357 WEBS 2- 14=-223/476,3-14=-1427/1771, 4-13=-206/335, 5-13=-294/387, 5-11=-294/387, 6-11=-206/335, 7-10— 1427/1771, 8-10=-223/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D'; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 11-0-0, Exterior(2) 11-0-0 to 15-6-5, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-5-1, Interior(1) 25-5-1 to 32-0-0 zone; cantilever left and right exposed ;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 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 14 and 1107 lb uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 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 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 temporaryand 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 Quality Criteria. DSB$9 and SCSI BuBdlnp. 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 WATERSONG WAY/ SIME ' T15931383 75688 A6 Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:45 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-5_mCcQw190XH3zDrz2PDpMfHlGoUk7NhSyVm9Tzz3ma 2-4-0 9-0-0 16-0-0 23-0-0 29.8-0 32-0.0 r 2-4-0 6-8-0 7-0-0 7-0-0 6-8.0 2-4-0 5.00 F12 4x8 = 2x3 Il 4x8 = r 2122 4 2324 5 Scale=1:54.4 T N I� a 3x4 = 3x6 11 4x4 = 5x8 = 4x4 = 3x6 11 3x4 = 7-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.55 BC 0.29 WB 0.77 Matrix -MS DEFL. in Vert(LL) -0.08 Vert(CT) -0.16 Horz(CT) 0.03 Wind(LL) 0.17 (loc) I/defl Ud 10 >999 360 9-10 >999 , 240 8 n/a n/a 10 >999 240 PLATES GRIP MT20 244/190 Weight: 158lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 2-11, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1184/0-8-0, 8=1184/0-8-0 Max Horz 12=-147(LC 10) Max Uplift 12=-1248(LC 12), 8=-1107(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/1531, 3-4=-1797/2035, 4-5=-1797/2035, 5-6=-1485/1531 BOT CHORD 11-12=-141/303, 10-11=-1188/1298, 9-10=-1170/1298 WEBS 2-12=-1072/1450, 2-11=-1326/1235, 3-11=-66/269, 3-10= 662/645, 4-10=-431/644, 5-10=-662/645, 5-9=-66/269, 6-9=-1326/1235, 6-8=-1072/1450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-6, Interior(1) 3-2-6 to 9-0-0, Exterior(2) 9-0-0 to 13-6-5, Interior(1) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-6-5, Intedor(1) 27-6-5 to 32-0-0 zone; cantilever left and right exposed ;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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1248 lb uplift at joint 12 and 1107 lb uplift at joint 8. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January. 3,2019 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WO312015 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, seeANSVTPII Quality Cdterta, DSB-89 and BCSI BuOding 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 Oty Ply WATERSONG WAY/ SIME ' T15931384 75688 GRA HIP GIRDER 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:47 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-1 Nuyl6xHhdn?IHNE5TRhvnkVN3MzCtQ_vG_$EMzz3mY 2-4-0 7-0-0 12-6-5 18.0-9 21-6-4 25-0.0 29-6-0 32-0-0 r 2-4-0 4-8-0 5-6-4 5-6.4 3-5-11, 33 5-11 4-8-0 2-4-0 5.00 12 5x8 MT1BHS= 4x5 = 5x8 MT18HS WB= 5x10 = 5x8 MT18HS = i 23 24 4 25 26 5 27 6 28 29 30 7 Scale = 1:54.4 4x8 i .2 4x8 8 EE 16 15 31 32 14 33 34 13 35 12 36 37 3x4 = 4x6 11 5x12 = 3x4 = 4x6 = 2x3 11 38 11 39 10 5x12 = 4x6 11 3x4 = 2-0-0 2 470 7-0-0 12-6-5 18-0-9 21-6-4 25.0-0 29-8-0 3q-q-032-0.0 2-0-0 0-4-0 4-8-6 5.6-4 5.6.4 3-5-11 3-5-11 4-8-0 0-4-0 2-0-0 Plate Offsets (X,Y)-- [3:0-4-0,0-1-131, [5:0-4-0,Edge], [7:0-5-0,0-2-41, [11:0-4-8,0-1-121, [15:0-6-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.70 11-12 >472 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.64 11-12 >511 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) -0.16 , 10 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except TOP CHORD 5-7: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1468/0-8-0, 10=1467/0-8-0 Max Harz 16=-114(LC 6). Max Uplift 16=-3087(LC 8), 10=-2948(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1898/4214, 3-4=-1736/4049, 4-6=-2827/6393, 6-7=-1762/4142, 7-8=-1924/4303 BOT CHORD 14-15=-6147/2827, 12-14=-6514/2997, 11-12=-6514/2997 WEBS 2-16=-1355/2826, 2-15=-3828/1763, 3-15=-977/431, 4-15=-1283/2721, 4-14=-653/357, 6-14=-201/420, 6-12=-528/350, 6-11=-1379/2887, 7-11=-908/427, 8-11 =-3844/181 1, 8-10=-1367/2784 Structural wood sheathing directly applied or 4-3-2 oc purlins. Rigid ceiling directly applied or 2-3-9 oc bracing. 1 Row at midpt 2-15, 6-11, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.- 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 3087 lb uplift at joint 16 and 2948 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 439 lb up at 7-0-0, 66 lb down and 205 lb up at 9-0-.12, 66 lb down and 205 lb up at 11-0-12, 66 lb down and 205 lb up at 13-0-12, 66 lb down and 205 lb up at 15-0-12, 66 lb down and 205 lb up at 16-11-4, 66 lb down and 205 lb up at 18-11-4, 66 lb down and 205 lb up at 20-11-4, and 66 lb down and 205 lb up at 22-11-4, and 276 lb down and 439 lb up at 25-0.0 on top chord, and 142 lb down and 298 lb up at 7-0-0, 31 lb down and 126 lb up at 9.0-12, 31 lb down and 128 lb up at 11.0-12, 31 lb down and 128 lb up at 13-0-12, 31 lb down and 128 lb up at 15.0-12, 31 lb down and 128 lb up at 16-11-4, 31 lb down and 128 lb up at 18-11-4, 31 lb down and 128 lb up at 20-11-4, and 31 lb down and 128 lb up at 22-11-4, and 142 lb. down and 298 lb up at 24-11-4 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 Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/03/8015 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, seeANSVIPII Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME ' T15931384 75688 GRA HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:47 2019 Page 2 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-1 Nuyl6xHhdn?IHNE5TRhvrikVN3MzCtQ_vG_sEMzz3mY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 17-20=-20 Concentrated Loads (lb) Vert: 3=-88(F) 5— 40(F) 7=-88(F) 15=18(F) 11=-13(F) 23=-40(F) 24=-40(F) 25=-40(F) 27= 40(F) 28=-40(F) 29=-40(F) 30=-40(F) 31= 13(F) 32= 13(F) 33=-13(F) 34=-13(F) 35— 13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=31(F) WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verify the appllcablllty 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 Criteria, DSB-89 and BCSI BuIding Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T159313B5 75688 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:49 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-zm7iSozXCFijXbXcCtT9_CpuOt4SgoLGMZTzIEzz3mW 2-4.0 7-0-0 11-6-14 16-0.0 20-5.2 25.0.0 29-8.0 32-0.0 2-4-0 4.8-0 4-6-14 4-5.2 4-5-2 4-6-14 4-8-0 5x8 MTiBHS= 3x8 =. 5.00 12 2x3 II 5x8MT18HS= 2x3 II 3 24 25 4 26 27 5 6 28 29 30 7 31 32 5x8 MT1BHS Scale = 1:54.4 17 16 33 34 15 35 36 14 37 38 13 39 40 12 11 3x4 — 3x6 II 5x6 = 4x8 = 5x6 = 4x8 = 5x6 = 3x6 II 3x4 = 4-6-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.78 BC 0.61 WB 0.84 Matrix -MS DEFL. in (loc) I/dell Ud Vert(LL) 0.51 14 >646 240 - Vert(CT) -0.33 13-14 >994 240 Horz(CT) -0.10 11 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 164 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-16, 3-15, 8-13, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1657/0-8-0, 11=1774/0-8-0 Max Horz 17=-114(LC 6) Max Uplift 17=-2457(LC 8), 11=-2247(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2184/3301, 3-4= 3243/4680, 4-6=-3243/4680, 6-7=-3353/4613, 7-8=-3353/4613, 8-9=-2381 /3211 BOT CHORD 15-16= 2846/1960, 14-15=-4867/3689, 13-14=-4867/3689, 12-13=-2757/2129 WEBS 2-17=-1540/23811 2-16=-3043/2019, 3-16=-389/390, 3-15=-1915/1582, 4-15=-411/711, 6-15=-547/528, 6-14=-30/287, 6-13=-414/624, 7-13=-426/725, 8-13=-1959/1493, 8-12= 343/576, 9-12= 2897/2202, 9-1 1=-1 656/2228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 2457 lb uplift at joint 17 and 2247 lb uplift at joint 11. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 276 lb down and 439 lb up at 7-0-0, 66 lb down and 205 lb up at 8-11-3, 81 lb down and 229 Ito up at 10-11-4, 81 lb down and 229 lb up at 12-11-4, 81 lb down and 229 lb up at 14-11-4, 81 lb down and 229 lb up at 16-11-4, 81 lb down and 229 lb up at 18-11-4, 81 lb down and 229 lb up at 2,0-11-4, and 81 lb down and 229 lb up at 22-11-4, and 299 lb down and 547 lb up at 25.0-0 on top chord, and 63 lb down and 298 lb up at 7-0-0, 31 lb down and 126 lb up at 8-11-3, 51 lb down and 41 lb up at 10-11-4, 51 lb down and 41 lb up at 12-11-4, 51 lb down and 41 lb up at 14-11-4, 51 lb down and 41 lb up at 16-11-4, 51 lb down and 41 lb up at 18-11-4, 51 lb down and 41 lb up at Joaquin Velez PE No.68182 82 20-11-4, and 51 lb down and 41 lb up at 22-11-4, and 149 lb down and 131 lb up at 24-11-4 on bottom chord. The design/selection MiTek USAInc. FL Cert 6634 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). 6904 Parke East Blvd. Tampa FL 33610 Data: LOAD CASE(S) Standard January 3,2019 Continued on page 2 © WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1.7473 rev. f0 aMO15 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 OF a truss system. Before use, the building designer must verify the applicability of design parometers.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 temporaryand 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 Cdtedo, DSB49 and SCSI 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 City Ply WATERSONG WAY/ SIME T15931385 75688 GRB Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.2413 s uec s zui B MI I ek Industries, Inc. I nu uan a 12:1 J:aa zu1 a rage z . ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-zm?iSozXCFIjXbXcCtT9_CpuOt4SgoLGMZTzIEzz3mW 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, 8-10=-54, 18-21=-20 Concentrated Loads (lb) Vert:3=-88(B) 5=-68(B) 8=-158(B) 16=18(B) 12=-58(B) 24=40(6) 25=-68(B) 26=-68(B) 28=-6B(B) 30=-68(B) 31= 68(B) 32=-68(B) 33— 13(B) 34=-36(B) 35=-36(B) 36=-36(B) 37=-36(B) 38=-36(B) 39=-36(B) 40=-36(B) 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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, seeANSVTPIi Qualify Criteria, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Informationavoiiable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931386 75688 GRID Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort. Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:50 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-RyZ5f7zAzY9a9k5pmb?OWQM34HPFPM2QbDDXggzz3mV 2 11 6-0 18.0-0 20-8.0 23.0-0 2-4-0 2-8.0 6.6-0 6-6-0 2-8-0 2-4-0 5x8 MT18HS = 5.00 12 2x3 11 22 4 23 5x8 MT18HS = Scale = 1:38.9 CP 9 N Im 0 3x4 = 2x3 11 2x3 11 3x6 = 3x10 = 2x3 II 2x3 11 3x4 = 2-0-0 2r4-p 5.0-0 11-6-0 18-0-0 20-8-0 2j-00 23-0-0 2-04� 2-8-0 6.6-0 6-6.0 2-8-0 4- 2-0 Plate Offsets (X,Y)-- [3:0-5-12,0-2-81,[5:0-5-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.53 9-10 >417 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.51 9-10 >431 180 MT18HS 244/190 BCLL 0.0 ' Rep Stresslncr NO WB 0.43 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 100lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=701/0-8-0, 8=701/0-8-0 Max Harz 13=-75(LC 6) Max Uplift 13=-1303(LC 8), 8=-1262(LC 5) Max Grav 13=975(LC 39), 8=975(LC 38) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-758/904, 2-3= 902/1155, 3-4= 1749/2542, 4-5=-1749/2542, 5-6=-902/1155, - 6-7=-758/904 BOT CHORD 1-13=-888/744, 12-13=-887/789, 10-12=-872/782; 9-10=-872/73618-9=-888R4'4, 7-8=-888/744 WEBS 2-13=-484/707, 3-12=-287/234, 3-10=-1668/1116, 4-10=-483/736, 5-10=-1668/1117, 5-9=-287/234, 6-8=-484/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1303 lb uplift at joint 13 and 1262 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 210 lb up at 5-0-0, 137 lb down and 83 lb up at 7-0-12, 137 lb down and 83 lb up at 9-0-12, 137 lb down and 83 lb up at 11-0-12,.137 Ib.down and 83 lb up at 11-11-4, 137 lb down and 83 lb up at 13-11-4, and 137 lb down and 83 lb up at 15-11-4, and 317 lb down and 210 lb up at 18-0-0 on top chord, and 201 lb down and 246 lb up at 5-0-0, 1 lb down and 67 lb up at 7-0-12, 1 lb down and 67 lb up at 9-0-12, 1 Ito down and 67 lb up at 11-0-12, 1 Ib down and 67 lb up at 11-11-4, 1 lb down and 67 lb up at 13-11-4, and 1 lb down and 67 lb up at 15-11-4, and.201 lb down and 246 lb up at 17-11-4 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 Continued on page 2 Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010 12015 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, seeANSVIPl1 Quality Criteria, DSB-89 and BCSI Building 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 WATERSONG WAY/ SIME T159313B6 75688 GRC Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:50 2019 Page 2 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-RyZ5f7zAzY9a9k5pmb?OWQM34HPFPM2QbDDXggzz3mV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-5=-54, 5-7=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=38(F) 5=38(F) 12=112(F) 9=112(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIfIPII Qua1By Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd.. Safety Infomfatiorwvalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931387 75688 GRID HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:51 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-w87TtT_oksHRnug7KlWd3duODhrZBuJZgty4N7zz3mU 2-4-0 5-0-0 64 -0 2-4-0 2-8-0 1-4-0 44 = 2x3 II 2-0.0 2-4-0 5-0.0 6-4.0 2-0-0 0-4-0 2-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=-15/Mechanical, 7=327/0-8-0 Max Horz 7=176(LC 8) Max Uplift 5=-262(LC 5), 7=-575(LC 8) Max Grav 5=236(LC 22), 7=327(LC 1) CSI. DEFL. in (loc) I/defl Ud TC 0.18 Vert(LL) -0.07 6-7 >682 240 BC 0.31 Vert(CT) -0.06. 6-7 >797 180 WE 0.10 Horz(CT) 0.00 5 n/a n/a Matrix -MP FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-7=-249/352 3x4 11 4 Scale.= 1:17.5 -PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=41t; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 5 and 575 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down and 209 lb up at 5-0-0 on top chord, and 274 to down and 244 lb up at 5-0-0 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4= 54, 5-8=-20 Concentrated Loads (Ib) Vert: 3=36(F) 6=110(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. f0/03/2015 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, seeANSV1Pl1 Quality Criteria, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety lnfoanatlonavolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T15931388 75688 HVA Valley 1 1 Job Reference (optional) L,namoers i russ, inc., ron rierce, rL b.z4u s uec b zul b mr i eK inausines, inc. i nu uan s iz:is;bz zuia rage i ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-OLhr4p?QVAP102FBu01 scrRQf4B4tKWj3XidvZzz3mT 4-2-6 4x5 = 5.00 12 10 2 M 10-3-0 2x3 11 3 12 4x5 = 4 13 4-2-8 Scale = 1:29.9 3x4 9 8 7 6 3x4 2x3 I 3x6 = 2x3 11 2x3 11 4-2-8 14-5-8 18.8-0 4-2-6 10-3.0 4-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-8-0. (lb) - Max Horz 1=52(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 1=-116(LC 12), 5=-116(LC 12), 7=.539(LC 9), 9=-280(LC 12), 6=-280(LC 12) . Max Grav All reactions 250 Ib' or less at joints) 1, 5 except 7=421(LC 21), 9=316(LC 1), 6=316(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-7=-320/572, 2-9=-217/381, 4-6=-217/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Extedor(2) 4-2-8 to 8-5-7, Interior(1) 8-5-7 to 14-5-8, Extedor(2) 14-5-8 to 17-11-4 zone; cantilever left and right exposed ;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 1, 116 lb uplift at joint 5, 539 lb uplift at joint 7, 280 lb uplift at joint 9 and 280 lb uplift at joint 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 3,2019 WARNING - Ve it desi n .,.meters and READ NOTES ON THIS AND INCLUDED MITEK REFERAN E PAGE M ll- rev. 1 15 EFO E USE. 0 y g p C P G sf B R eual r an In b Design valid for use onlywith MlTekta� connectors. This design Is based onlyupon .,.meters shown, and Is for an individual building component, not ��' a truss system. Before us, 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 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, seeANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T15931389 75688 HVB Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-2-8 4-2-8 4x4 = 5.00 12 9 2 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:53 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-sXFDl902GTX9OCgNRjY582_gHUb_coUsHBRBR?zz3mS 7-7-0 2x3 11 10 3 11 4x4 = 12 4-2-8 3x4 8 7 6 3x4 2x3 11 2x3 11 2x3 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:25.7 8 7-7-0 4-2-8 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a Code FBC2017/TP12014 Matrix-S Weight: 52 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb) - Max Harz 1= 52(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-117(LC 12), 5=-117(LC 12), 7=-392(LC 9), 8=-247(1_C 12), 6=-247(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 7=299(LC 21), 8=275(LC 1), 6=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-232/417, 2-8=-185/338, 4-6=-185/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Extedor(2) 4-2-8 to 8-5-7, Interior(1) 8-5-7 to 11-9-8, Exterior(2) 11-9-8 to 15-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 1, 117 lb uplift at joint 5, 392 lb uplift at joint 7, 247 lb uplift at joint 8 and 247 lb uplift at joint 6. Joaquin Velez PENo.68182 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 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 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 stabllity 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 GualB�yy Criteria, DSB-89 and SCSI Building Component Salty Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/SIME T15931390 75688 HVC Valley 1 1 Job Reference (optional) Chambers truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:53 2019 Page 1 ID:4RFbgdHv_CU9535p9sU5hPy9M1B-sXFD1902GTX90CgNRjY582_c4UUdcolsHBRBR?zz3mS 4-2-8 7-9-8 12-0.0 4-2-8 3-7-0 4-2-8 Scale = 1:19.2 3x6 = 5.00 12 2x3 11 3x6 = 6 4x4 i 2x3 11 4x4 12-0.0 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67. Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 36 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=246/12-0-0, 5=246/12-0-0, 6=288/12-0-0 Max Horz 1= 52(LC 10) Max Uplift 1=-275(LC 12), 5=-275(LC 12), 6=-225(LC 9) Max Grav 1=246(LC 1), 5=246(LC 1), 6=290(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 329/641, 2-3=-328/670, 3-4=-328/670, 4-5=-329/640 BOT CHORD 1-6=-493/277, 5-6=-493/277 WEBS 3-6=-151/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterar(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 4-2-8, Exterior(2) 4-2-8 to 11-3-4 zone; cantilever left and right exposed ;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 1, 275 lb uplift at joint 5 and 225 lb uplift at joint 6. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1WO312015 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 porameters,ond 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, seeANSVTPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infoanationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T15931391 75688 J1 JACK -OPEN 13 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:54 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-KjpbVV1 gi of?eMPa?R3KhGW16uiOLCj?W rBk_Szz3mR 3.0-0 3-0-0 3x6 11 Scale = 1:11.4 2-8-0 2-8-0 3-0-0 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-145/Mechanical, 4=-166/Mechanical, 5=528/0-8-0 Max Horz 5=103(LC 12) Max Uplift 3=-145(LC 1), 4— 166(LC 1), 5=-746(LC 12). Max Grav 3=184(LC 12), 4=228(LC 12), 5=528(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-275/853 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 3, 166 lb uplift at joint 4 and 746 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 ® 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 web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stobllity 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, SeeANSLMII Quality Criteria, DSB-69 and SCSI Bullcitnp Component 6904 Parke East Blvd. Safety Inforrrlatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931392 75688 J3 JACK -OPEN 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:55 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-ovN_ir11o5osFW_mZ8aZDT3z2I3y4gC91VwHW uzz3mQ 5-0-0 5-0-0 Scale = 1:15.5 2x3 11 2-0-0 , 2-4-0 2-0-0 0-4-0 , 5-0-0 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.01 4-5 >999 180. BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=29/Mechanical, 4=-10/Mechanical, 5=346/0-8-0 Max Horz 5=173(LC 12) Max Uplift 3=-78(LC 12), 4=-65(LC 13), 5= 507(LC 12) Max Grav 3=46(LC 17), 4=20(LC 3), 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296/109 BOT CHORD 1-5=-114/297 WEBS 2-5=-241/586 Structural wood sheathing directly applied or 5-0-0 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; -cantilever left exposed; 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 78 lb uplift at joint 3, 65 lb uplift at joint 4 and 507 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify 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 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, seeANSVTP11 Cualtty Criteria, DSB$9 and BCSI BuOding Component 6904 Parke East Blvd. Safety Inforrnationovailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931393 75688 J5 JACK -OPEN 12 1 Job Reference (optional) chambers I russ, Inc., Fort Fierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:55 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-ovN_ir1 Io5osFW_mzBaZDT30z11 A4gM91VwHW uzz3mQ 2x3 11 Scale = 1:20.4 2-0-0 2-0-0 2-4-0, -4-0 7-0-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.11 4-5 >490 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.97 Vert(CT) 0.11 4-5 >504 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.08 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=94/Mechanical, 4=32/Mechanical, 5=387/0-8-0 Max Horz 5=243(LC 12) Max Uplift 3=-189(LC 12), 4=-118(LC 9), 5=-569(LC 12) Max Grav 3=96(LC 17), 4=71(LC 3), 5=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/161 BOT CHORD 1-5=-150/353 WEBS 2-5=-330/554 BRACING - TOP CHORD Structural wood sheathing directly applied ror 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone;. cantilever left exposed.; 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 189 lb uplift at joint 3, 118 lb uplift at joint 4 and 569 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-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, seeANSIMI1 QualBy Criteria, DSB 89 and SCSI BuOdinp Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22y14. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T15931394 75688 JA Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6.2018 MiTek Industries, Inc. Thu Jan 3 12:13:56 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-G6xMwB2wZOwjtfZy7s5omhcGPibJp9Alz9gr2Kzz3mP 1-0-0 � 1-0� 5.00 F12 3x4 Scale = 1:11.5 3x4 11 1- 1-0.00-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 4 >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 -MR Weight: 4 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=31/0-8-0, 2=22/Mechanical, 3=9/Mechanical Max Harz 4=29(LC 12) Max Uplift 2=-54(LC 12), 3=-18(LC 12) Max Grav 4=31(LC 1), 2=23(LC 17), 3=16(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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 54 lb uplift at joint 2 and 18 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 3,2019 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. la/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, seeANSViPl1 Quality Cdtedo, Will and BCSI BuOdtng Component 6904 Parke East Blvd. Safety Infonnaflonovailable from Truss Plate Insitfute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME T15931395 75688 JA3 Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:56 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-G6xMwB2wZOwjtfZy7s5omhc9liVPp9Alz9gr2Kzz3mP 3-0.0 3.0.0 3x4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.00 3-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.01 3-4 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=103/0-8-0, 2=71/Mechanical, 3=32/Mechanical Max Horz 4=98(LC 12) Max Uplift 4=-40(LC 12), 2=-132(LC 12), 3=-22(LC 12) Max Grav 4=103(LC 1), 2=71(LC 1), 3=53(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:15.7 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0ps1; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever 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 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 40 lb uplift at joint 4, 132 lb uplift at joint 2 and 22 Ito uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 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 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, seeANSMII Gualttyy Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomlatiorlavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931396 75688 JA5 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:57 2019 Page 1 1 D:4RF6gdHv_CU9535pgsU5hPy9M 1 B-kl Uk7X3ZKi2aVp89gZd1 J u8DQ5tKYcQSCpPOan7z3mO 5-0-0 5-0-0 Scale = 1:19.7 4 3 5x8 MT18HS I I 5.0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 3-4 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress, Incr YES W B 0.00 Horz(CT) -0.10 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wlnd(LL) 0.07 3-4 >855 240 Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=177/0-8-0, 2=122/Mechanical, 3=56/Mechanical Max Harz 4=168(LC 12) Max Uplift 4=-95(LC 12), 2=-213(LC 12), 3=-26(LC 12) Max Grav 4=177(LC 1), 2=122(LC 1), 3=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-145/286 Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 4-11-4 zone; cantilever 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) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 213 lb uplift at joint 2 and 26 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11711-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTek® 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, seeANSVWII Quality Criteria, DSB-89 and BCSI Bugding Component 6904 Parke East Blvd. Safety Infonnatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME I T15931397 75688 JU JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:57 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-klUk7X3ZKi2aVpB9gZd1Ju8P65wfycQSCpPOanzz3mO 1-0.0 1-0.0 7 0 Scale = 1:7.2 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, °P AT BEARINGS TO RESIST MAX. UPLIFT 7 AND MAX HORZ. REACTIONS d SPECIFIED, BELOW. 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Weight: 3 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=73/Mechanical, 3=0/Mechanical Max Harz 2=-86(LC 12), 3=120(LC 12) Max Uplift 2= 123(LC 12) Max Grav 2=73(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/86 BOT CHORD 1-3=-64/262 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; 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 123 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtoda, DSB-89 and BCSI Suading Component 6904 Parke East Blvd. Sofoty Infotmatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931398 75688 JUX JACK -CLOSED 9 1 Job Reference (optional) L;namoers I russ, Inc., vort vierce, I-L 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:13:58 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1B-CU26Lt4B50AR7zjLEGBGr6ha6VCxH25bRT9y7Dzz3mN 1-10-8 1-10-8 3x4 = 1-10.8 1-10-8 2x3 11 Scale= 1:9.0 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.20 BC 0.39 WB 0.10 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) 0.00 (loc) I/defl Lid 6 n/r 120 6 n/r 120 n/a n/a -PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=133/Mechanical, 2=0/Mechanical Max Horz 3=230(LC 12), 2=-167(LC 12) Max Uplift 3=-224(LC 12)- Max Grav 3=133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-134/537 WEBS 2-3=-102/339 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 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 224 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 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 usa, 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, seeANSVIPl1 GualBI�yy Cdtedo, DSB-69 and SCSI BuOding Component 6904 Parke East Blvd.. Safety Informatlonovollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14. Tampa, FL 33610 Job Truss Truss Type Oty Ply WATERSONG WAY/ SIME ' T15931399 75688 JX5 MONOPITCH 3 1 Job Reference (optional) l.narnuers 1 Fuss, Inc., raft rlerce, rL b.24U s uec ti 2U16 MI I eK Industries, Inc. I hu Jan 3 12:13:58 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-CU26Lt4B50AR7zjLEG8Gr6haIVFBH18bRT9y7Dzz3mN 2.4-0 6.4-0 2-4-0 4-0-0 2x3 11 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.04 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.04 4-5 >999 180. BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical, 5=368/0-8-0 Max Horz 5=216(LC 12) Max Uplift 4=-234(LC 12), 5=-540(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/147, 3-4=-127/275 BOT CHORD 1-5=-138/306 WEBS 2-5=-308/541 Scale = 1:20.2 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-070, Intedor(1) 3-0-0 to 6-2-4 zone; cantilever left exposed ; 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 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 234 lb uplift at joint 4 and 540 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1111-7473 rev. 1WO31201S 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, seeANSVIPII Quality Cdterl DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply WATERSONG WAY/ SIME .T15931400 75688 KJ3 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) GnamDers I russ, Inc., port Fierce, rL 8.240 s Uec 6 2018 Mtl ek Industries, Inc. Thu Jan 3 12:13:59 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-hhcUYC4psJIIk71Xo_fVOJEjovYBOU3lg7vVffzz3mM 3-3-4 3-7-2 7-0-2 3.3-4 -3-14 3-5-0 Scale: 3/4"=l' I N N N N 2x3 11 2-9-9 3-3.4 7-0-2 2-9.9 0-5-10 3-8-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 5-6 >697 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.04 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 28 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=34/Mechanical, 6=349/0-11-5, 5=-160/Mechanical Max Harz 6=172(LC 8) Max Uplift 3=-96(LC 8), 6=-899(LC 8), 5=-202(LC 17) Max Grav 3=110(LC 28), 6=868(LC 31), 5=202(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 613/496 BOT CHORD 1-6=-458/630, 5-6=-458/458 WEBS 2-6=-497/563,2-5=-480/480 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3, 899 lb uplift at joint 6 and 202 lb uplift at joint 5. 7) "NAILED" indicates 3-1 Did (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads.(plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 10=171(F=86, B=86) 11— 90(F=-45, B=-45) 12=21 1 (F=1 05, B=105) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361D Date: January 3,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 Wit a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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, seeANSUIPII Quality Criteria, DS949 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationcivailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931401 75688 KJ5 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) i.ndnwerb r Fuss, mu., run rnerce, rL b.240 5 uec b 2U1 t3 MI I eK Industnes, Inc. I nu Jan 3 12:14:00 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-9tAsmY5RddQ9MHskMhAkwXmthJukltPuune2B5zz3mL 3.3-4 5-0-1 9.10-1 3-3-4 1-8-14 4-10-0 2x3 II~� 4 9-10.1 2-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 4-5 >752 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.09 4-5 >912 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP. M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=124/Mechanical, 5=337/0-11-5, 4=-29/Mechanical Max Harz 5=242(LC 24) Max Uplift 3=-212(LC 8), 5=-967(LC 8), 4=-130(LC 16) Max Grav 3=162(LC 28), 5=941(LC 31), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-716/521, 2-3=-271l78 BOT CHORD 1-5=-475/744, 4-5=-475/502 WEBS 2-5=-603/543, 2-4=-510/482 Scale = 1:20.1 Io n PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0.oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; 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 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 212 lb uplift at joint 3, 967 lb uplift at joint 5 and 130 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 222 lb up at 4-4-0, 291 lb down and 222 lb up at 4-4-0, and 150 lb down and 84 lb up at 7-1-15, and 150 lb down and 84 lb up at 7-1-15 on top chord, and 45 lb down and 138 lb up at 1-6-1, 45 lb down and 138 lb up at 1-6-1, 298 lb down and 194 lb up at 4-4-0, 298 lb down and 194 lb up at 4-4-0, and 17 lb up at 7-1-15, and 17 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6= 20 Concentrated Loads (lb) Vert: 9=171(F=86, B=86) 11=-90(F=-45, B=-45) 12=21 1 (F=105, B=105) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1WO312015 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, seeANS171P11 Quality CAforlo, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WATERSONG WAY/ SIME T15931402 75688 KJA5 Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., 1-ort Pierce, I-L 8.240 s Dec 6 2018 MITek Industries, Inc. Thu Jan 3 12:14:01 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-d3kFzu63OxY0_RRwvPhzTkJ?3jE6UQd17ROcjYzz3mK 3-6-1 7-0-2 r 3-6-1 3.6-1 Scale = 1:20.3 3x4 11 7-0-2 7-0-2 Plate Offsets (X,Y)-- [3:0-0-9,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 3-4 >418 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.26 3-4 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPl2014 Matrix -MP Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=102/0-10-15, 2= 1 67/Mechanical, 3=5 1 /Mechanical Max Horz 4=16B(LC 8) Max Uplift 4=-299(LC 8), 2= 291(LC 8), 3=-86(LC 8) Max Grav 4=434(LC 28), 2=195(LC 28),'3=117(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-253/190 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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. NOTES- 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 4, 291 lb uplift at joint 2 and 86 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 60 lb up at 1-6-1, 291 lb down and 220 lb up at 1-6-1, and 54 lb down and 147 lb up at 4-4-0, and 150 lb down and 84 lb up at 4-4-0 on top chord, and 2 lb down and 20 lb up at 1-6-1, 220 lb down and 193 lb up at 1-6-1, and 23 lb down and 30 lb up at 4-4-0, and 67 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 5=85(B) 6=-O(F) 7=104(F=-1, B=105) 8=-5(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. f0/03/E015 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parometers.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 CrBeda, DSB-89 and BCSI Bullding 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 WATERSONG WAY/ SIME ` T15931403 75688 KJUX DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan3 12:14:01 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-d3kFzu630xY0_RRwvPhzTkJ5LjEpUNsl7ROcjYzz3mK 2-7-1 2.7-1 Scale = 1:8.9 3x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 3 3x6 I I 2-6-5 2 7 1 2.6-5 0- - 2 Plate Offsets (X,Y)-- [1:0-1-1,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 9.1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-1 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=192/Mechanical, 2=-0/Mechanical Max Harz 4=423(LC 12), 2=-359(LC 12) Max Uplift 4=-312(LC 12) Max Grav 4=192(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1534/274 BOT CHORD 1-4= 248/1543 WEBS 2-4=-147/764 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; cantilever left and right exposed; 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 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 312 lb. uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component noT a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Qualify Criteria, DSO 89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply WATERSONG WAY/ SIME ' T75931404 75688 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 5.00 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL . 1.25 TC 0.15 TCDL 7.0 Lumber DOL . 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0 Max Harz 1=19(LC 11) Max Uplift 1=-88(LC 12), 3= 88(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s Dec 6 201 B MiTek Industries, Inc. Thu Jan 3 12:14:02 2019 Page 1 ID:4RF6gdHv_CU9535p9sU5hPy9M1 B-5GIdAE7hBEgtbaO6T6CCOysGu6d7DtfBM579G_zz3mJ 4-0-0 3x6 = 3x4 4.0.0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Scale = 1:7.5 Weight 10 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1 and 88 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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, seeANSI/1PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WATERSONG WAY/ SIME ` T15931405 75688 V8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Jan 3 12:14:03 2019 Page 1 I D:4RF6gdHv_CU9535p9sU5hPy9M 1 B-ZSs?Oa8JvYokDkbll qj RY90J?W zCyJBKaItjcCzz3m I i 4-0-0 B-0-0 4-0-0 4-0-0 3x4 2x3 11 4x4 = 3x4 Scale = 1:14.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Horz 1=-49(LC 10) Max Uplift 1— 133(LC 12); 3=-133(LC 12), 4=-188(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-185/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=28ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 1, 133 lb uplift at joint 3 and 188 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 3,2019 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters. and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quail Cdtorla, DSB-89 and SCSI Building Component Safety Infonnaflonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. �� MiTek 6904 Parke East Blvd. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y a offsets are indicated. 6-4-$ dimensions shown in ff-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. C1-2 c2-3 2. Truss bracing must be designed by an engineer. For WEBS pJN wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I OU �p bracing should be considered. 3. Never exceed the design loading shown and never o O stack materials on inadequately braced trusses. For 4 x 2, orientation, locate C2 3 Cs� ~ 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and plates 0-'ire" from outside BOTTOM CHORDS 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 accord with 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 SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the late p 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Camber is anon -structural consideration and is the 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 T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values g y 14. Bottom chords require lateral bracing h 10 is 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 responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �b 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. 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 DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Buildin Com onent Safe Information, g P MiTek 20. Desi n assumes manufacture in accordance with g o Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses, 1 MiTek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015