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229 PINE ST - TRUSS or to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 55 p.s.f. Duration Factor 125 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 + _- 31-05-00 - Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C — Building Type Closed NOTE E� R is the responsibility of the building designer or architect to lihih _ IIJOB provide an appropriate connection for trusses to supporting n structure per reactions shown on truss engineenng.Special I considerations for mechanical equipment and/or plumbing(and J07 their connections)in truss space must be diagrammed by the builder an approved truss layout poor to fabricaton. 1 N Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 i (sections 6 0 and 7.0).Accordingly,it disclaims any •61 responsibilities for the the construction design,drawings, 107" documents including the installation and bracing of trusses r=.� manufactured by Manning Building Supplies. ea it Warning: d Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer plate manufacturer.or '08 - '- ' ' buss manufacturer Persons erecting trusses are cautioned to N seek professional advice regarding erection bracing which is __...1--I_ .._._.._.v__...-_ _...._ _ always required to prevent toppling and dominoing during •7 • erection;and permanent bracing which may be required in • specific applications.See'Bd b •C07 _ _.__.__ _..._ and recommendations(BCSI 1-03)racing woofor furtherusses information.commentary — Trusses shall be installed in a straight and plumb position. . C.07 —` • — ` Where no sheathing is applied directly to the top and/or bottom chords.they shall be braced as specified on the engineered 1 design.Trusses shall be handled with reasonable care during C07 1-00-00erection to prevent damage or personal injury. cos i __. .“---r--•-%....... ===tt;... cos T'II1 &PM•••••••••• . ,... d05 I I I 1 '4� LWIr g�� � Q `�p C05, dgQj Typical Togs ••, bps e7, el cos''. A- - - OFFICE COPY c04 • 63, ' ------ Engineer of Record: 63 I Chris Sabourin - FL PE#71461 b cr 1205 Beach Blvd —_ — Jacksonville Beach, FL 32250 8-11-08 6-00-00 8-05-08 ,s os-0o Manning Building a + k Supplies, INC. 11155 Phiiips Parkway Dr.E. JacksonvNk,FL 32256 Phone:(904)2966225 Fax(904)280-2981 I JAXTRi S©MBS-CORP.COM Customer JBL Development elopment2nd StoryLayout Rubin Residence LobBlk/Subdv 534/ / :RHAEUSER EEl-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 N.T.S. 1/24/2018 B J180406 All claims for error or defective material must be made within 5 days of receipt of goods and 1 _ 14-05-08 18-11-08 k ; . N 2XLedger.Bottom _—_ '� T a 10'1-1/8" �`AT Bim) —� Builder to verify all truss spans, 1 1 heel heights, pitches, &overhang I lengths prior to fabrication e ""NO EXCEPTIONS***** B03(7) $ b a Note:Trusses designed for walls to i 1 ���i g 24"o.c. be held back 1/2"for sheathing i �� Hanger Schedule • } Hanger ,Qty HTU26 25 F0 e) - 7= LL THA422 13 I /: I6 LVL Schedule Lan - F $ $ _ Beam Span Depth Plies ! - N N N N $ BM20' 16"LVL 3 Hatch Legend HVAC/Storage Duct Chase "' • Plumbing s-oe-08 LIII1) I 11.0508 ; 9 I I $ jII I I LUTA Icy $ DRAWING/SUBMITTALEW APPROVED 0 APPROVE WITH CHANGES NOTED b0 REVISE AND RESUBMIT 0 REJECTED1111111.111111 111 ■, a GENERAL CONSUBMITTAL FORREVMANCE TO DESIGN EONTTRACTN DOCUMEFORMITY NTS S I g • ONLY THE SUBCONTRACTOR IS RESPONSIBLE FOR , 24"o.c. I BB , CON CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE 9 FOR TOLERANCE CLEARANCE,QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES AND a A02(3)p A03(4) A02(3)f,:.: FOR C9MPU NT CE WITH CONTRA DOCUMENTS. s'. Date: ii-)i Sabo Structural Engineering, LLC .1 19-11.00 13.0000 JacksonviNe Beach,FL 32250 1st Story Layout FLORIDA PRODUCT APPROVAL CODES: MIITEK PLATES 2197 WEYERHAEUSER-EVEREDGE LVL 21359 WE Builder: Job Information JBL Development Job#: J180406 1028 Lauriston Dr St Johns, FL 32259 File#: (904)962-7227 rii4t1 Salesman:John Ferguson Designer: Demarreio Batts Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rubin Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/24/18 229 Pine St l Del.Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTS' PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 4.00 0.00 A01 06-03-08 06-03-08 2 X 4 2 X 4 01-06-00 01-05-08 03-01-00 ,,„. fr/� 6 4.00 0.00 A02 06-03-08 06-03-08 2 X 4 2 X 4 01-06-00 01-05-08 03-04-11 6 4 4.00 0.00 A03 06-03-08 06-03-08 2 X 4 2 X 4 01-06-00 02-10-14 1 4.00 0.00 A04 06-03-08 06-03-08 2 X 4 2 X 4 01-06-00 01-05-08 03-01-00 2 3.50 0.00 B01 09-10-08 09-10-08 2 X 4 2 X 4 01-06-00 03-03-13 8 3.50 0.00 B02 09-10-08 09-10-08 2 X 4 2 X 4 01-06-00 03-07-07 7 3.50 0.00 603 04-10-08 04-10-08 2 X 4 2 X 4 01-06-00 03-02-07 1 3.50 0.00 B04 04-10-08 04-10-08 2 X 4 2 X 4 01-06-00 02-10-13 1 7.00 0.00 CO1 13-05-00 13-05-00 2 X 4 2 X 4 01-06-00 01-04-00 04-09-07 1 7.00 0.00 CO2 32-11-00 32-11-00 2 X 4 2 X 4 01-06-00 01-04-00 10-05-11 2 7.00 0.00 CO3 32-11-00 32-11-00 2 X 4 2 X 4 01-06-00 01-04-00 10-09-12 1 7.00 0.00 C04 32-11-00 32-11-00 2 X 4 2 X 4 01-06-00 01-04-00 10-09-12 5 7.00 0.00 C05 32-11-00 32-11-00 2 X 4 2 X 4 01-06-00 01-04-00 10-09-12 1 7.00 0.00 C06 32-11-00 32-11-00 2 X 4 2 X 4 01-06-00 01-04-00 10-09-12 _ 4 7.00 0.00 C07 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 10-09-12 1 7.00 0.00 C08 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 09-11-09 ,ZLITh›- 1 7.00 0.00 C09 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 08-09-09 -e-11\1/1>`* 1 7.00 0.00 C10 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 07-07-09 1 7.00 0.00 C11 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 06-05-09 N 1 � 2 Ply 7.00 0.00 C12 31-05-00 31-05-00 2 X 4 2 X 4 01-06-00 01-06-00 05-03-09 1 4.95 0.00 J01 09-10-01 09-10-01 2 X 4 2 X 4 02-01-07 05-03-00 1 4.95 0.00 J02 07-08-09 07-08-09 2 X 4 2 X 4 02-01-07 00-00-06 05-00-11 l/b 2 7.00 0.00 J03 01-00-00 01-00-00 2 X 4 2 X 4 01-06-00 01-09-09 1 Builder: Job Information JBL Development Job#: J180406 1028 Lauriston Dr St Johns,FL 32259inill File#: (904)962-7227 Salesman:John Ferguson Designer: Demarreio Batts Manning Building Supplies Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com PAGE 2 Rubin Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery'Date DATE 07/24/18 229 Pine St Del.Date: / / Atlantic Beach, FL 32233 Cover Sheet ->, `>, 1 1V Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT // PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT GC3 7.00 0.00 J04 03-00-00 03-00-00 2 X 4 2 X 4 01-06-00 02-11-09 3 7.00 0.00 J05 05-00-00 05-00-00 2 X 4 2 X 4 01-06-00 04-01-09 ...Z/ 11 7.00 0.00 J06 07-00-00 07-00-00 2 X 4 2 X 4 01-06-00 05-03-09 a 1 7.00 0.00 J07 03-06-00 03-06-00 2 X 4 2 X 4 01-06-00 03-11-00 1 7.00 0.00 J08 01-06-00 01-06-00 2 X 4 2 X 4 01-06-00 02-09-00 A 1 7.00 0.00 J09 01-04-15 01-04-15 2 X 4 2 X 4 01-06-00 02-00-07 I I FLOOR `QTYI DEPTH BASE 0/A END TYP1 INT BEARING CANTILEVER STUB I PROFILE I PLY ID SPAN SPAN LEFT RIGHT SIZE' LOCATION LEFT RIGHT LEFT RIGHT =2:03 01-04-00 l 3 1 F01 17-01-08 17-01-08 ® 01-04-00 3 1 F02 28-10-04 28-10-04 01-04-00 �r 9 F03 28-10-04 28-10-04 ® 01-04-00 3 F05 20-09-08 20-09-08 =21 01-04-00 E 1 F06 16-10-00 16-10-00 ® 01-04-00 2 F07 17-01-08 17-01-08 ® 01-04-00 l 1 F08 14-03-08 14-03-08 ® 01-04-00 9 F09 14-03-08 14-03-08 3 ® 01-04-00 r ii 1 F10 14-03-08 14-03-08 ® 01-04-00 l 3 1 F11 11-03-00 11-03-00 ® 01-04-00 5 F12 11-06-08 11-06-08 fr 1 ® 01-04-00 1 F13 12-02-00 12-02-00 i 3 01-04-00 1 FG01 20-09-08 20-09-08 _th ,`i•CAM 01-04-00 1 FG02 08-02-08 08-02-08 01-04-00 E 3 lid Ili 1 FG03 02-07-00 02-07-00 1 1 Builder: Job Information JBL Development Job#: J180406 1028 Lauriston Drrg leill St Johns,FL 32259 File#: (904)962-7227 Salesman:John Ferguson Designer: Demarreio Batts Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Rubin Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/24,18 229 Pine St Del. Date: 1 Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT tRIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT l 1=11 01-04-00 1 FG04 02-11-12 02-11-12 ITEMS QTY PLY ITEM TYPE SIZE I LENGTH I NOTES FT-IN-16 1 3 SS-LMATL BM1-1 3/4"x 16"2.0E EverEdgeTM LVL- 20-00-00 25 Hanger HTU26 13 Hanger THA422 Client: Date: 5/24/2018 Page 1 of 2 # is Design Project: Address: Designer: Demarreio Batts Job Name: Project#: BM1 2.0E EverEdge TM LVL 1.750" X 16.000" 3-Ply - PASSED Level:Level 4 3 'i !I i i 1 if I 1 i 0 111 It 1 1 1 1 1 i I I 1 I 1 1 1/ l I I 1 i !t 1 1 1 1 1 1 I i l'H 1 1 • • • . • • • • • • • • • • . • • . • • l‘t / • • ... • • • • • . • ,.,• ., • . '"i'' . . • • Il 1'4" . . O . • • . . . • . • • • • • • . l . o / 1 SPF 2 SPF 1911" 1911" 1 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 3547 1453 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3547 1453 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 5.500" 41% 1453/3547 5000 L D+L 2-SPF 5.500" 41% 1453/3547 5000 L DL Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 24265 ft-lb 911 1/2" 54138 ft-lb 0.448(45%) D+L L Unbraced 24265 ft-lb 911 1/2" 24298 ft-lb 0.999 D+L L (100%) Shear 4788 lb 182 3/8" 15960 lb 0.300(30%) D+L L LL Deft inch 0.325(L/706) 911 9/16" 0.479(L/480) 0.680(68%) L L TL Deft inch 0.475(U484) 911 9/16" 0.957(L/240) 0.500(50%) D+L L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 611 5/8"o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 19-11-0 (Span)6-3-8 Near Face 17 PSF 20 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 19-11-0 (Span)14-5-4 Far Face 5 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Part.Uniform 6-11-8 to 12-11-8 Top 93 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Tie-In 6-11-8 to 12-11-8 (Span)1-6-0 Top 17 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 25 PLF Manufacturer Info Manning Building Supplies Notes chemicals 6 For flat roofs provide proper drsinage to prevent Calculated Structured Designs is responsible oNy ol the Handling&Installation pending Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of tray component tamed on the 1.LVL beams must not be cut or drilled Seattle,WA 32256 debgn maims and bedside shown It is the 2.Refer to manufacturer's product inforinetion www.weyerhaeuser.com/eyeredge/ (904)268-8225 responsibility of dm customer and/or the contester tio regarding installation remerements, mulb-ply ensure the component surtabiaty of the intended fastening details.beam strength values.and code liPPliCation.and to verity the dirnermons and loads. approvals Lumber 3.Damaged Beams must not ba used re§EVAN 4.Dimon assumes top edge la laterally reelrained 1 Dry salvias condibons unless noted otherwise 5. 'rood..,.r.,..,,,boon,point.to avoid m...menu.iec 2.LVL not to be treated with Sr.retardant or corrosive TRUSS DIVISION lateral displacement and rotetton Version 18.40 089 Powered by iStructu, Infr t. . Client: Date: 5/24/2018 Page 2 of 2 U isDesignrM Project: Designer: Demarreio Batts Address: Job Name: Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 16.000" 3-Ply - PASSED Level:Level s . III / 1 SPF 2 SPF 19'11" 19'11" A—i5 1/4" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 88.6% Load 216.6 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes providep gg,r g, preventManufacturer Info ManningBuildingSupplies chemicals 6.for feet room drainage to PP cakulated Structured Deigns is responsible ony of the Handling 8 Installation pond"'° Weyerhaeuser 11155 Philips Pkwy Dr E,FL .trout roI.degwoy of thio component basad on Cr. t.LVL bums must not be ua or dried Seattle,WA 32256 design cntena and badmgs shown. It is the 2.Refer to nnureis product information responsibility of the customer and/or mnnnqu e contractor regarding inwatbn r,Qur,m,nn. multi-ply WWW.weyerfiaeuser.com/everedge/ (904)268-8225 ensure the component suitability of the Intended fastening detail,,beam strength values.end code � + alition.and to verity the dimensions and bads. approvals Lumber 3.Damaged Beams must not b.used IJL• uILol22 m 4.Design aesuea top edge s laterally restrained I.Dry..'vice condition*.ns,unless noted otherwisew su Mall 5.Provide nn 2.LVL not to be treated with fire retardant or corrosive lateral support at bearing pointe to avoid pnnl eagle t and ronwn TRUSS DIVISION Version 18.40.089 Powered by iStructro -- I 111 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: J180406 - JBL - Rubin Residence - DBB MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: JBL Development Project Name: Rubin Residence Model: Lot/Block: 534 Subdivision: Address: 229 Pine St City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Chris Sabourin License #: 71461 Address: 1205 Beach Blvd City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 45 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Ruies. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T14653580 I F01 7/25/18 18 T14653597 A02 7/25/18 2 T14653581 F02 7/25/18 19 T14653598 A03 7/25/18 i 3 T14653582 F03 7/25/18 20 ' T14653599 A04 7/25/18 4 T14653583 F05 7/25/18 21 T14653600 B01 7/25/18 5 1T14653584 F06 7/25/18 22 T14653601 B02 7/25/18 6 1T14653585 F07 7/25/18 23 . T14653602 B03 ' 7/25/18 7 T14653586 F08 7/25/18 24 T14653603 B04 7/25/18 8 T14653587, F09 7/25/18125 T14653604 C01 7/25/18 9 T14653588 F10 ' 7/25/18 1 26 T14653605 CO2 7/25/18 10 T14653589 F11 7/25/18 127 T14653606 CO3 7/25/18 ----------- 11 T14653590 F12 7/25/18 128 T14653607 C04 7/25/18 L12 T14653591 F13 7/25/18 129 1T14653608 C05 L 7/25/18 13 T14653592 FG01 7/25/18 130 T14653609 C06 , 7/25/18 114 T14653593 FG02 7/25/18 31 T14653610 C07 17/2511& ------ ' 16 1714653594 FG03 7/25/18 L32 T14653611 C08 7/25/18 i,-11'.• .1:11 15 �T14653594 f FG04 7/25/18L33 T14653612 C09 7/25/18 1 ( ti : 17 T14653596 A01 7/25/18 134 T14653613 C10 7/2p/18 1 fff - .x)! itillit The truss drawing(s)referenced above have been prepared by `�`�`�.�. I„ Vile MiTek USA, Inc. under my direct supervision based on the parameters I .- �..v Or-'••7 ••••kr, provided by Manning Building Supplies. �.` _ •• t N �c• ', S Truss Design Engineers Name: Velez, Joaquin ,��'. ="x182 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 •I =}'{ that the engineer named is licensed in the jurisdiction(s)identified and that the TATE_ 0 F.. •ki designs comply with ANSI/TPI 1. These designs are based upon parameters •,..n••• P....�:� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •� � 0 R 1 O.•irk s` given to MiTek. Any project specific information included is for MiTek's customers ` '� s ••"'•• �'�`� file reference purpose only,and was not taken into account in the preparation of its ON AL %•, these designs. MiTek has not independently verified the applicability of the design 1,111i110'.. parameters or the designs for any particular building. Before use,the building designer J.:,,uin .••PE No.68182 • should verify applicability of design parameters and properly incorporate these designs Mn-o<USA.Mc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. — 69 Parke i Blvd:Tampa Ft.33610 Dat / July 25,2018 \._/Velez, Joaquin 1 of 2 r P RE: J180406 - JBL - Rubin Residence - DBB Site Information: Customer Info: JBL Development Project Name: Rubin Residence Model: Lot/Block: 534 Subdivision: Address: 229 Pine St City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T14653614 C11 7/25/18 1 136 1114653615 C12 1 7/25/1 EL 37 1114653616 J01 1 7/25/18 1 138 1114653617 J02 1 7/25/18_1 139 1T14653618 J03 1 7/25/18 1 40 1T14653619 J04 7/25/18 1 41 T14653620 J05 7/25/18_J 42 1114653621 J06 1 7/25/18 143 1T14653622 J07 17/25/18) 144 1T14653623 J08 1 7/25/18 1 45 1T14653624 J09 1 7/25/18 OFFICE COPY 2 of 2 r74 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653580 J180406 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:23 2018 Page 1 I D:IVZNeNwndBIK16zE I N 1_mezDKng-bEm K_ekEfROVicePECO7g6BACa2BJbJ mdfOvHjMyupYg 0 81-1 0-t{8 Scale=1:28.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ea a� o r. - o o1 `el 40 '° °1 e r - 30 9'6-1'7 Mro , - - - - e e t - - o a e y . a - ii i i,,wm,. mi i�i�i i�v...�i iw.,i.:i iii n i�i�i�i�vi...i i,.i i i i iii iii:�i6 i i�i�i�i�i li i�iti�i......,,v,i,.i i mini.. i i i i i iii iii i.v..ini,i i 4,;•i i-mm�i i4....v.i i i i 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 3x3= 17-1-8 17-1-8 Plate Offsets(X,Y)-- 11:Edge,0-0-12),[29:0-1-8,0-0-12),(30:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:76 lb FT=20%F,11%1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 17-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ARI-7473 rev.10032015 BEFORE USE. la 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 Mire k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSL//PI7 Qualfy Cm.da,DMI-89 and SCSI Balding Component 6904 Parke East BNd. Safely bWbmmdoipvdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type f 1 Qty Ply !JBL-Rubin Residence-DBB I T14653581 J180406 F02 Floor Supported Gable ;1 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:24 2018 Page 1 ID:IVZNeNwndBIKI6zEI N1_mezDKng-3QKi B_IsPI W MEo_QlkevfPiNIRXUKmOmugfgFpyupYf 0-H 8 0-?8 Scale:1/4"=1' 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 f, 5 e ? ? 6 & a 3 SR - a1 ti, 50 is FF F P R !� 1 ,, 7 . E F - 1 a A l 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x3= 3x6 FP= 3x3= 28-10-4 28-10-4 Plate Offsets(X,Y)-- [1:Edge,0-0-12],[49:0-1-8,0-0-12],[50:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 25 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 28-10-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)48,25,47,46,45,44,43,42,40,39,38,37,36,35,34, 33,32,31,30,29,28,27,26 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 � 1 N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03!2015 BEFORE USE. MK 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/7PI1 Qualify CIN°,DSB-89 and ACS/Aulding Component 6904 Parke East Blvd. Safety hdonnaflolgvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply JBL-Rubin Residence-DBB T14653582 J180406 F03 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:25 2018 Page 1 ID:IVZNeNwndBl KI6zEINl_mezDKng-Xdu5OKmUA3eDsyZdJR98BcFOJrgs35uw6KONnFyupYe 0-1-8 HI 1-3-0 I I 2-44 I I 7-6-0 Scale=1:48.6 5x5= 3x4= 1.5x4= 5x5= 3x4= 3x4=1.5x4 II 1.5x4 II 3x3= 3x6 FP= 4x4= 5x5= 5x10= 1.5x4 II 4x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ae 0 aNii":k N e S 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 4x7= 4x4= 3x3= 3x4= 3x12 Mi8SHS FP= 4x4= 5x5= 5x8= 3x3= 5x5= 1.5x4 I 14x4= 3x3 II 3x3= 3x3= FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 9-1-8 110-1-8111-5-121 22-11-12 28-10-4 9-1-8 1-0-0 1-4-4 11-6-0 I 5-10-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,L 4:0-1-8,Edge),[19:0-1-8,Edge),[27:0-1-8,Edge1,[32:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.41 26 >669 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.56 26 >489 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.08 20 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21,19-20,18-19,17-18. REACTIONS. (lb/size) 31=1136/0-5-0,16=-138/0-2-12,20=2142/0-3-8 Max Uplift 16=-397(LC 3) Max Gray 31=1139(LC 10),16=219(LC 4),20=2142(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-31=-113310,15-16=-230/360,1-2=-1175/0,2-3=-2967/0,3-4=-4147/0,4-5=-4877/0, 5-6=-4877/0,6-7=-4877/0,7-8=4316/0,8-10=-3224/0,10-11=-1567/0,11-12=0/870, 12-13=-85/1282,13-14=-85/1282,14-15=-111/498 BOT CHORD 29-30=0/2217,28-29=0/3688,27-28=0/4589,26-27=0/4877,24-26=0/4693,23-24-0/3905, 22-23=0/2518,21-22=0/595,20-21=-2341/0,19-20=-2341/0,18-19=-1282/85, 17-18=-1282/85 WEBS 5-27=-381/0,6-26=-340/23,12-20=-2377/0,1-30=0/1517,2-30=-1450/0,2-29=0/1042, 3-29=-1003/0,3-28-0/639,4-28=-615/0,4-27=-79/772,12-21=0/1962,11-21=-1778/0, 11-22=0/1371,10-22=-133910,10-23=0/997,8-23=-963/0,8-24=0/585,7-24=-543/0, 7-26=-171/679,15-17=-662/148,14-17=0/1067,14-18=-570/0,12-19=0/1627, 13-19=-508/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 397 lb uplift at joint 16. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 mem A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 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. Brachg 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 taus systems.seeANSI/IPII QuaMy C/M//0.D58-89 and DCSI Buldhp Compon.nt 6904 Parke East Blvd. Safely INormoIIa rvdlable from Truss Rate hstflule,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t ? Qty Ply I JBL-Rubin Residence-DBB T14653583 J180406 F05 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 2415:17:26 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N 1_mezDKng-?pSTcgm6xMm4T67pt9gNkgob?F28oa?3L_BxKhyupYd 0-1-8 Hi 1-3-0 I 2-5-0 Scale=1:34.9 5x5= 3x4= 1.5x4= 4x4= 3x4= 3x4= 1.5x4 II 3x3 II 3x4= 3x6 FP= 5x5= 4x7= 1 2 3 4 5 6 7 8 9 10 11 % 0 II '/ \Y X_/ N- — IN " OM : ( 8 : 16 15 14 13 428` 3x3= 4x7= 4x4= 3x10 MT2OHS FP= 3x4= 3x6= 3x3= 4x4= 4x7= 3x3 II 3x3= 9-1-8 10-1-8 11-1-8 20-9-8 9-1-8 1-0-0 1 1-0-0 I 9-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(11:0-3-0,Edge],(17:0-1-8,Edgej,(23:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.33 16-17 >737 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.46 16-17 >535 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, 8-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(tlat) REACTIONS. (lb/size) 22=1124/0-5-0,12=1130/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1118/0,11-12=-1123/0,1-2=-1158/0,2-3=-2918/0,3-4=-4070/0,4-5=-4747/0, 5-6=-4747/0,6-7=-4747/0,7-9=-4071/0,9-10=-2917/0,10-11=-1156/0 BOT CHORD 20-21=0/2184,18-20=0/3624,17-18=0/4492,16-17=0/4747,15-16=0/4492,14-15=0/3622, 13-14=0/2187 WEBS 5-17=-376/0,6-16=-363/0,1-21=0/1495,2-21=-1428/0,2-20=0/1020,3-20=-983/0, 3-18=0/621,4-18=-587/0,4-17—108/753,11-13=0/1540,10-13=-1433/0,10-14=0/1015, 9-14=-980/0,9-15=0/624,7-15=-586/0,7-16=-110/748 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mg-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/►PII QualfyCrhrla,05849 and BCM 8ufdi g Component 6904 Parke East Blvd. aaNly InfosmaIonavolable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 r Qty Ply JBL-Rubin Residence-DBB T14653584 J180406 F06 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 2415:17:27 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-T?OrpOnliguw5Gi?RsBcG1 KlbfLLX2jCaetUs8yupYc 0-1-8 H 1-3-0 2-4-0 Scale=1:28.1 4x4= 1.5x4= 3x5= 3x3= 3x3= 1.5x4 II 3x4= 3x5= 4x7= 1 2 3 4 5 6 7 8 11 o eo p e e ` e , N„ / e e r�/xlJ 16 15 14 13 12 11 10 9 3x3= 5x5= 3x4= 3x3= 3x3= 1.5x4 I I 3x4= 5x5= 3x3 I I 9-1-8I 10-1-8 I 11-5-8 16-10-0 9-1-8 1-0-0 1-4-0 5-4-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge),[8:0-3-0,Edge],[18:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.29 13-14 >676 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.40 13-14 >503 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:86 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=906/0-5-0,9=912/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17.903/0,8-9=-912/0,1-2=-914/0,2-3=-2213/0,3-4=-2959/0,4-5=-2928/0,5-6=-2928/0,6-7=-2232/0, 7-8=-905/0 BOT CHORD 15-16=0/1712,14-15=0/2707,13-14=0/3112,12-13=0/2928,11-12=0/2928,10-11=0/1687 WEBS 6-12=0/320,1-16=0/1179,2-16=-1111/0,2-15=0/696,3-15=-687/0,3-14=0/350,4-14=-259/0,4-13=-435/242, 8-10=0/1205,7-10=-1087/0,7-11=0/758,6-11=-1012/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MIT.k USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03P2015 BEFORE USE. mll 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 oily. 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 6904 Parke East BNd. fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPII Qualfy C,Nda,058-89 and SCSI Mani Component Safely bfoimalionovaitabie from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type } Qty Ply JBL-Rubin Residence-DBB T14653585 J180406 F07 Floor 2 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:27 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-T?OrpOnliguwsGi?RsBcG1 KIifLUX2cCaetUs8yupYc 0-1-8 H 1-3-0 2-4-8 Scale=1:28.6 4x4= 1.5x4= 3x5= 3x3= 3x3= 1.5x4 H 3x10= 3x5= 4x7= 1 2 3 4 5 6 7 8 e a s • c • -N ,/,-\ /-\_ 8, "\\ N./ — 9 I .-iii 671 e G 6 16 15 14 13 12 it 10 3x3= 5x5= 3x4= 3x3= 3x3= 3x5= 3x4= 5x5= 3x3 I I I 9-1-8 10-1-8 10-6-p 17-1-8 II 9-1-8 1-0-0 0-4-8 6-7-8 Plate Offsets(X,Y)-- (1:Edge,0-1-8[,(6:0-4-8,Edge),[8:0-3-0,Edge),)12:0-1-8,Edge),(18:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.33 13-14 >609 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.44 13-14 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=922/0-5-0,9=928/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-919/0,8-9=-929/0,1-2=-932/0,2-3=-2264/0,3-4=-3045/0,4-5=-3040/0,5-6=-3040/0,6-7=-2280/0, 7-8=-924/0 BOT CHORD 15-16=0/1747,14-15=0/2776,13-14=0/3211,12-13=0/3040,11-12=0/3031,10-11=0/1720 WEBS 6-12=0/319,1-16=0/1203,2-16=-1133/0,2-15=0/719,3-15=-712/0,3-14=0/374,4-14=-277/0,4-13=-425/271, 8-10=0/1230,7-10=-1107/0,7-11=0/779,6-11=-1061/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.IO03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design is based only upon parameters shown,and is for NI individual balding 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.seeANSVIPI1 Quail),C,Nda,D$8-09 and!CSI!riding Component 6904 Parke East Blvd. SaMIyliMarnallonavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653586 J180406 F08 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:28 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-xCaD1 MoNT_OnjQHB_airpFt313uQGa?MoId1 OayupYb 0 8 ri Scale=1:23.7 3x311 1 2 3 4 5 6 7 8 9 10 11 12 s • • • • • • • • • • o • • • • • • • • • o • GG • • O • • O • O • O •;:;;:;:::::X•:::::::X•: ::: ::::::::::;;:;:::•:•;:•:°:•:•:•:::::ii;•;;ii:•:•i:•;•::a;•::;•;:;;ilii:•i;•:•:•:•:•:•;•:•::.;titin;;•:•:•ii::::;i;ilii.•1•:•:•::•:;:♦ 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 3x3 14-3-8 II 14-3-8 Plate Offsets(X,Y)-- 11:Edge,0-0-121,125:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) rVa - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 14-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 4 I a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lt 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 fa stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANp//M1 QuaI,Mob,05E49 and SCSI adding Component 6904 Parke East Blvd. SCly WoMlafonavcllable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexarndria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653587 J180406 F09 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:29 2018 Page 1 I D:IVZNeNwndBIKI6zEIN 1_mezDKng-QO8bEip?EH8eKZsOYHD4MSQ31S64?yBV t xMbwOyupYa 130I I 2-3-8 Scale=1:23.7 3x4= 3x3= 1.5x4 I I 3x3= 3x5= 4x7= 1 4x7= 2 3 4 5 6 16 7 • • • • R /-\./- A q .-Nuir -\ /— - s • . . (�hX-�'1 14 13 12 11 10 9 3x3114x4= 3x3= 1.5x4 P 3x3= 3x3= 5x5= 3x311 5-4-8 6-4-8 7-8-0 14-3-8 5-4-8 I 1-0-0 I 1-3-8 6-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,f7:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.16 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.21 10-11 >792 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.03 8 Na Na BCDL 5.0 I Code FBC2017/TP12014 Matrix-SH Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=798/0-2-12,8=1081/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-795/0,7-8=-1071/0,1-2=-779/0,2-3=-1860/0,3-4=-2327/0,4-5=-2327/0,5-6=-2023/0,6-7=-911/0 BOT CHORD 13-14=0/1457,12-13=0/2327,11-12=0/2327,10-11=0/2255,9-10=0/1731 WEBS 1-14=0/1038,2-14=-943/0,2-13=0/572,3-13=-731/0,7-9-0/1213,6-9=-1140/0,6-10-0/406,5-10=-332/0, 5-11=-118/401 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:8-15=-10,1-7=-100 Concentrated Loads(Ib) Vert 16=-335 Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: July 25,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design V 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 wilts possible personal 6411y and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and taus systems,seeAM3y7Pil GummyCtlddo,DSB-8P and DCSl Bolding Compon.nt 6904 Parke East Blvd. Sab/yhfolmadamvdNable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 r 1 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653588 J180406 F10 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:30 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-uah_S2pd?bHVyjRa6?IJugyPosaukUVfGb68TTyupYZ Scale=1:23.7 3x3 II 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 • 4 • s o o P • P P D i P O I – – – – – — P 4 O 4. O O P 24 23 22 21 20 19 18 17 16 15 14 13 3x3 H 3x3 14-3-8 II 14-3-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 13 n/a rile BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:65 lb FT=20%DF,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 14-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.66182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 t, 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032016 BEFORE USE. Design valid for use oNy 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 oNy. 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,seeANS IPlI Qualy Credo,068.89 and RCS/Buldbrg Component 6904 Parke East Blvd. Safely Molmattortivdlable from Truss Plate institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653589 J180406 Eli Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:30 2018 Page 1 I D:IVZNeNwndBIKI6zEI N 1_mezDKng-uah_S2pd?bHVyj Rab?IJugyJMsPQkRTfGb68TTyupYZ 0-1-8 H130 I 190 Scale=1:18.7 1.5x4= 3x3 T 1.5x4 II 3x3= 3x6= 1 3x4= 2 3 4 3x3 5 6 o e e 0 :io /e I 1 o N o d _ /-1)e e 1K 12 11 10 9 8 7 3x4= 3x3= 1.5x4 II 3x3= 354= 3x3= 3x3 I' 1-6-0i 7-3-0 9-9-0 11-3-0 1-6-0 5-9-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 114:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defI Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=599/0-5-0,7=605/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-586/0,6-7--598/0,1-2=-548/0,2-3=-1338/0,3-4.1338/0,4-5=-1232/0,5-6=-565/0 BOT CHORD 11-12=0/1046,10-11=0/1338,9-10=0/1338,8-9=0/1063 WEBS 6-8=0/752,1-12=0/704,5-8=-693/0,2-12=-693/0,5-9=0/274,2-11=0/515,4-9=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 Marek USA,Inc.FL Cei8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. it 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' ek' 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 Cm.da,058-89 and SCSI Suldhy Compon.nt 6904 Parke East Blvd. Sandy h/p/ma/Iplravc8abie horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653590 J180406 F12 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:31 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N 1_mezDKng-M nFMfOq FmvPMatOmgiGYRtVScGkUTuboV Fri?vyupYY 0-1-8 H 1-3-0 2-0-8 Scale=1:19.1 1.5x4= 3x3= 1.5x4 d 3x3= 3x6= 1 3x4= 2 3 4 3x3— 5 6 ° ° N -N • - Xs 12 11 10e 9 8 7� '\ 3x4= 3x3= 1.5x4 II 3x3= 3x4= 3x3- 3x3 I I 1-6-0 7-6-8I 10-0-8 11-6-8 1-6-0 6-0-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [14:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lore) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.11 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:61 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=615/0-5-0,7=621/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-601/0,6-7=-614/0,1-2=-564/0,2-3=-1404/0,3-4=-1404/0,4-5=-1284/0,5-6=-583/0 BOT CHORD 11-12=0/1080,10-11=0/1404,9-10=0/1404,8-9=0/1098 WEBS 6-8=0/776,1-12=0/725,5-8=-716/0,2-12=-718/0,5-9=0/299,2-11=0/563,4-9=-300/0,3-11=-255/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3`)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 111 Design valid tor use only with MITekA 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 balding 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 properly damage. For general guidance regarding the fabrication,storage.delivery.erecaon and bracing of trusses and truss systems,seeANSI/7PII Qua/fyClimb,DSB-89 and 8CSllulditg Component 6904 Parke East Blvd. Safelylrlotmagors1vdloble from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' JBL-Rubin Residence-DBB T14653591 IJ180406 F13 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:32 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N1_mezDKng-gzpktjrtXCXDC 1 bzD Pnnz52kFg FLCOzxjvbFXLyupYX 0, ,1 o 8 Scale=1:20.1 I 2 3 4 5 6 7 8 9 10 • e e e • e 0 , 0 0 0 0 0 0 0 0 0 - o H ----- 0 2 — — — — ' 22 •o . o o c -I e o 0 0 0 o a o o e '.'i i i'i'OOi i i';O•Oi'OOi i dler;';i i i:•�•i i i i'i i i i'i i'i•Oi i OOiO•i i i i i•!•i i:.•.•. •••���:ii'iiii'i'iii'iii'i1•ii'i iii0'i ii'i i'ii'ii'i1'i'i'i'i'i'i'ii'i'iiii'ii•�•i•�•iii'i'ii0'i4Q ����.�.a�n.�n.�ne.�.�e.•.�e.•..._._._ ��.�.•_��.�.•.•nee.•eee•.•e..._ 20 19 18 17 16 15 14 13 12 11 3x3= 3x3= 12-2-0 12-2-0 Plate Offsets(X,Y)-- [1:Edge,0-0-12),[21:0-1-8,0-0-121,[22:0-1-B4O-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:55 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 12-2-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 kMIMI 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 rev.10032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and h 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. [racing 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//PII Quaff),Oltenia,DSS-89 and SCSI Bolding Component 6904 Parke East Blvd. Safetyido/maflwpvaiable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 jL Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653592 J180406 FG01 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:32 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-gzpktjrtXCXDCl bzDPnnz52bmg5iCFkxjvbFXLyupYX 0-1-8 H 1-3-0 I 25-0 Scale=1:34.9 6x6= 5x5= 3x6 FP= 1.5x4= 5x5= 3x5= 6x6= 3x6 II 3x6 II 3x6 I I THA422 6x8= 5x8= 1 2 3 4 5 6 7 8 9 10 26 11 12 13 • o ./ 25 !- /Ah' ._ — — o II 7 N . • _I I �� •• s I � 23 22 21 20 19 18 17 16 15 3x3= 4x7= 3x10 MT2OHS FP= 3x4= 4x4= 3x6= 3x3= 5x5= 5x8= 3x3 II 5x5= 10-5-0 I 6-6-0 I 9-1-8 110-18 11-9-8 I 14-3-8 I 16-9-8 I 20-9-8 I 6-6-0 2-7-8 1-0-0 d-3-B 1-4-8 2-6-0 2.6-0 4-0-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[13:0-3-0,Edge],(19:0-1-8,Edge],125:0-1-8,0-0-14 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.36 18 >685 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.50 18 >495 360 MT20HS 187/143 BCLL 0.0 Rep Stress!nor NO WB 0.61 Horz(CT) 0.09 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:123 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, 1-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 24=1205/0-5-0,14=1501/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1199/0,13-14=-1493/0,1-2=-1252/0,2-3=-3171/0,3-5=-4537/0,5-6=-5714/0, 6-7=-5714/0,7-8=-5714/0,8-9=-5301/0,9-11=-407510,11-13=-1636/0 BOT CHORD 22-23=0/2366,20-22=0/3947,19-20=0/5141,18-19=0/5714,17-18=0/5604,16-17=0/4960, 15-16=0/3163 WEBS 6-19=-672/0,7-18=-308/193,1-23=0/1618,2-23=-1549/0,2-22=0/1119,3-22=-1080/0, 3-20=0/818,5-20=-82110,5-19=0/1151,13-15=0/2163,11-15=-2087/0,11-16=0/1236, 9-16=-1201/0,9-17=0/462,8-17=412/0,8-18=-352/546 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 16-11-12 from the left end to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-24=-10,1-13=-100 Concentrated Loads(Ib) Vert:26=-453(B) Joaquin Velez PE No.68182 MiTek USA,Inc-FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek©connectors.this design Is based only upon parameters shown,and Is for an individual holding 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' ek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. storage,delivery,erection and bracing of trusses and truss systems,seeAMVIPIl QualyCrteda,D58-89 and DCSI Su/dhy Component Safely hlbnnaI ie vcaable from Truss Plate Institute.218 N.Lee Street.Sadie 312.Alexandda,VA 22314. Tampa,FL 33610 1 } Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653593'. J180406 FG02 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:33 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-19N643sVIWf4pBA9n710W Iapw4SBxoy5yZKo3nyupYW 1-3-0 1-2-8 Scale=1:15.2 THA422 4x7 I 3x6 I I 3x6 I I 3x6 1 = 2 3 4 5 6 7 • • • • q T y 1 • • • 12 11 103x3= 93x4= 8� 3x4= 1.5x4I I 3x3 I1 3x3 II 1-6-0 6-8-8 8-2-8 1-6-0 5-2-8 1-6-0 Plate Offsets(X,Y)-- )3:0-3-0,Edge),)4:0-3-0,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:52 lb FT=20% ,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=615/0-1-12,8=619/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=604/0,7-8=-619/0,1-3=-618/0,3-4=-1228/0,4-5=-1228/0,5-7=-622/0 BOT CHORD 11-12=0/1228,10-11=0/1228,9-10=0/1148 WEBS 7-9=0/809,1-12=0/803,5-9=-733/0,3-12=-829/0,5-10=-42/327 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13,8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 3-11-8 from the left end to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:8-13=-10,1-7=-100 Concentrated Loads(Ib) Vert:4=-358(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTek®connectors.This design is based only upon parameters shown,and is for an i dwduat building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design pito 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/7Pl1 QuaNyCited°,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety h tonnotbnavaltabie from Truss Plate Institute.218 N.Lee Street Suite 312.PJexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r , Qty Ply JBL-Rubin Residence-DBB T14653594 J 180406 FG03 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:34 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N 1_mezDKng-mMxU HPt83gnxR LI LLgpF3 W 7xdTryglaEBD4McEqupYV 6x6= 1-3-0 3x6 II 3x6 I 1 7 2 3 THA422 Scale=1:9.5 T I 7 = 0 y 3x3 6 5 • 3x3 I I 3x3 I' 2-7-0 { I 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.02 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT) -0.03 5-6 >838 360 BCLL 0.0 Rep Stress lncr NO WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:21 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=458/Mechanical,4=312/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-411/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 0-11-8 from the left end to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-100 Concentrated Loads(Ib) Vert:7=-513(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE Mit Design valid for use oily 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 balking designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. wadng 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 Ovally C,Mdrr.DSI-89 and SCSI Belding Component 6904 Parke East Blvd. SaMty 6rforma/Ionavallable from Truss Prate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653595 J180406 FG04 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:34 2018 Page 1 I D:IVZNeNwndBI KI6zE I N 1_mezDKng-mMxUH Pt83gnxRLl LLgpF3W 7ygToggIXEBD4Mc EqupYV 6x6= 3x6 I 3x6 I 1-3-0 1 2 3 THA422 Scale=1:9.5 0 . a 3x3 6 5 3x311 3x3 I I 2-11-12 2-11-12 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.05 5 >644 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.07 5 >464 360 BCLL 0.0 Rep Stress lncr NO WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=534/Mechanical,4=578/0-3-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-466/0,3-4=-503/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-812(B) Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7173 rev.10Y03/2015 BEFORE USE. mll 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,seeANSf/►Pl1 Quaff),CIMda,DSBd9 and BCS1 Srdeltp Component 6904 Parke East Blvd. Safetyhn/'o/mafotrivdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r t Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653596 J180406 A01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:02 2018 Page 1 I D:IVZNeNwndBI KI6zE I N 1_mezDKng-iC?OaTU3b?ITbQICT6EkmmoYVa?3ApKXgFKf U4yupZ? 160 6-3-8 7-9-0 1-6-0 6-3-8 1-5-8 Scale=1:17.5 1.5x4 I 6 4 12 1.5x4 00 II 4 11 1.5x4 I 3 n 4x7% 7 10 2 ' '1 L 9 8 7 3x4= 1.5x4 H 1.5x4 I 1.5x4 II 6-3-8 6-3-8 Plate Offsets(X,Y)-- (2:0-1-4,0-2-0),(2:0-4-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 6-3-8. (Ib)- Max Horz 2=125(LC 9) Max Uplift All uplift 100 lb or less at joint(s)9,8 except 2=-i30(LC 12),7=-181(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,7,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-7=-182/384 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 7-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,8 except(jt=lb) 2=130,7=181. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE Design wild for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an ktdlvkival bolding component,not a truss system.Before use.the bilking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is fo prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 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,seeANWIPII Qualy Works,DSB-89 and BCS/Arrfdhy Component 6904 Parke East Blvd. Safety Infonna//onavc ilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653597 J180406 A02 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:03 2018 Page 1 I D:IVZNeNwndBl KI6zE I N1_mezDKng-AOZmnpVhM ItKDatOl gmzl_Lif_HzvG5g3v3D 1 XyupZ_ -1-6-0 6-3-8 7-9-0 1-6-0 6-3-8 1-5-8 Scale=1:17.6 4 1.5x4 II 3 4.00 12 10 N N N 9 2 d: 1 5 2x5= 1.5x4 II 6-3-8 638 Plate Offsets(X,Y)-- (2:0-0-2,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.05 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 5-8 >608 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=315/Mechanical,2=310/0-5-8 Max Horz 2=140(LC 9) Max Uplift 5=-183(LC 12),2=-149(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-5=-244/279 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 7-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=183,2=149. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.16/0302015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this designs 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,seeANd1/IPII Qua6/yCiteda,OSS-89 and SCSI building Compon.nt 6904 Parke East Blvd. Safelyrdognof/onavoeable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 r s Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653598 J180406 A03 Monopitch 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:03 2018 Page 1 I D:IVZNeNwndBIK16zEIN 1_mezDKng-AOZmnpVhMltKDatOl gmzl_Lhd_HtvG5g3v3D1 XyupZ_ -t-6-0 6-3-8 I 1-6-0 I 6-3-8 Scale=1:16.2 1.5x4 II 3 • 4.00 Fi a 8 2 e. IV 1l 4 1 2x5- 1.5x4 II I 6-3-8 I 6-3-8 Plate Offsets(X,Y)-- 12:0-0-2,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.13 4-7 >579 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=217/Mechanical,2=321/0-5-8 Max Horz 2=114(LC 11) Max Uplift 4=-73(LC 12),2=-173(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 6-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(it=lb) 2=173. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 r a WARNING-Verily design parameters 'rd READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ABI-7473 rev.10,932015 BEFORE USE. Design valid for use only with Mllek®connectors.this design a based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek.k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMS1/7Plf QualyCroda,058-89 and DCSl Mang Compound 6904 Parke East Blvd. Safely ydofma/bf tvalable from mss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653599 J180406 A04 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:04 2018 Page 1 I D:IVZNeNwndBIKI6zEIN 1_mezDKng-ea78_9VJ7c?BrkSaaXHCrBtu?NhXejggHZpmYzyupYz -1-6-0 6-3-8 7-9-0 1-6-0 6-3-8 1-5-8 Scale=1:17.5 6 1.5x4 11 400 12 1.5x4 II 4 11 1.5x4 II 3 n 4x7 10 2 ' '� ■ ■ 9 8 7 3x4= 1.5x4 II 1.5x4 11 1.5x4 II 6-3-8 6-3-8 Plate Offsets(X,Y)-- [2:0-1-4,0-2-0),[2:0-4-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 * Rep Stress'nor YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 6-3-8. (Ib)- Max Horz 2=125(LC 9) Max Uplift All uplift 100 lb or less at joint(s)9,8 except 2=-130(LC 12),7=-181(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,7,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-7=-182/384 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 7-9-0 zone;cantilever left and right exposed;end vertical 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,8 except(jt=lb) 2=130,7.181. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A11-7473 rev.1003/2015 BEFORE USE Design valid for use only with Mi lek®connectors.This design is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicabIlry 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 regadrsg the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeMAVINI OuaNY Photo,05849 and ICJ/Adding Component 6904 Parke East Blvd. Safety/Ybrma/bipvd fable from Truss Plate Institute.2t8 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r i Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB 114653600 J180406 B01 Monopitch Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:05 2018 Page 1 ID:IVZNeNwndBIKI6zEIN 1_mezDKng-7nhXCVWxuw72St1 n8EoSNOQ4fn I ONA_zW DYK4PyupYy -1-6-0 9-10-8 1-6-0 9-10-8 Scale=1:20.9 6 5 3.50 12 12 r 4 r a 3 r 4x7 11 2 1 11111W- 0,1M. ti :.. ..........;..•..•...❖.•.•.❖.•.•.•..•.•.❖.❖..•...❖.❖.•.•.❖.•.•.•.•.•.•.•.•..❖.❖.•.•.❖.•.❖.•.•..❖.❖.•.•.•.•.•.•.•.•.•.•.•.❖.•.•.•. 10 9 8 7 3x4= 9-10-8 9-10-8 Plate Offsets(X,Y)-- (2:0-0-12,0-1-14),(2:0-5-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 9-10-8. (Ib)- Max Horz 2=136(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10 except 2=-138(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,7,8,9 except 10=258(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-8 to 1-5-8,Exterior(2)1-5-8 to 9-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10 except (jt=lb)2=138. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Padre East Blvd.Tampa FL 33610 Date: July 25,2018 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the balking 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPIl Qua/fy CaNda,053-89 and SCSI SUMhp Component 6904 Parke East Blvd. Safely h9WmaIIonavoaable horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I JBL-Rubin Residence-DBB T14653601 J180406 B02 Monopitch 18 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:05 2018 Page 1 I D:I VZNeNwndBI KI6zEl N1_mezDKng-7nhXCV W xuw72St1 n8EoSNOQ_1 nu_N7_zW DYK4PyupYy -1-6-0 5-3-1 9-10-8 1-6-0 5-3-1 4-7-7 Scale=1:20.9 1.5x4 II 4 3.50112 10 1.5x4 3 n ►v 9 pp - 2 5 3x6= 5x5 9-10-8 9-10-8 Plate Offsets(X,Y)-- 12:0-1-5,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.19 5-8 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.40 5-8 >295 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. REACTIONS. (lb/size) 5=353/Mechanical,2=450/0-3-8 Max Horz 2=151(LC 11) Max Uplift 5=-126(LC 12),2=-215(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-622/292 BOT CHORD 2-5=-410/593 WEBS 3-5=-582/373 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-8 to 1-5-8,Interior(1)1-5-8 to 9-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=126,2=215. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.101032015 BEFORE USE. 11. 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 overdi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire** ek' 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,seeANS(/IPII Qualify CaMdv,DS6-89 and BCSI Bulding Component 6904 Parke East Blvd. Safely h fannallonovoeable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653602 J180406 003 Monopitch 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:06 2018 Page 1 I D:I VZNeNwndBI KI6zE I N t_mezDKng-bzFvPgXZf DFv41 cziyJhwczE3BKG6dx7lsltcsyupYx -1-6-0 4-10-8 1-6-0 4-10-8 Scale=1:18.9 3 • 3.50 FIT 1. 6 3x4 2 c, 1 1011110 111 4 5 4x4= 1.5x4 II 4-10-8 4-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 * Rep Stress Inco YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=153/Mechanical,5=277/0-3-8 Max Horz 5=147(LC 9) Max Uplift 4=75(LC 9),5=-158(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-232/298 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-8 to 1-5-8,Interior(1)1-5-8 to 4-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=158. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10.N32015 BEFORE USE Design valid for use only with Mliek®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 Muss 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.seeANSjipll Qualify CINdo,1,511-09 and SCSI Bolding Component 6904 Parke East Bird. Safely ht ormalionivdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I JBL-Rubin Residence-DBB T14653603 J180406 B04 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:07 2018 Page 1 I D:I VZNeNwnd BI KI6zE I N 1_mezDKng-39pHdAYCQXNmi BB9Gf gwSpVOHbffr4SGzW 1 Q91yupYw 1-6-0 4-10-8 1-6-0 4-10-8 Scale=1:17.3 3.50 12 H 1.5x46 t 3x4% 5 3x10 I 4 5x8 M18SHS II 11 2 Illp 3 11 1 111 111 111 111 ■ 10 9 8 7 3x5 1.5x4 l i 1.5x4 I 1.5x4 I i 4-10-8 4-10-8 Plate Offsets(X,Y)-- (2:0-5-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 1 n/r 120 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 4-10-8. (Ib)- Max Horz 10=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8 except 10=-143(LC 8),9=159(LC 9) Max Gray All reactions 250 lb or less at joint(s)10,7,8,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-182/454 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-8 to 1-5-8,Exterior(2)1-5-8 to 4-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are MT20 plates unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8 except(jt=lb) 10=143,9=159. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI,EK REFERANCE PAGE Ma-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 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,seeANSL/IPII Quail),CaNrta,DSB-89 and BCS/Duldhtg Component 6904 Parke East Blvd. Safely Ntonnallonavdlabie hom Truss Plate Institute.218 N.Lee Sheet Suite 312,Nexandria-VA 22314. Tampa.FL 336t0 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653604 J180406 CO1 Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:08 2018 Page 1 I D:IVZ NeNwndBIKI6zE I N 1_mezDKng-XLMfq W Yq BrVdJLI LpN L9?12b L?2zaXpPCAn_hkyupYv -1-6-0 0-8-8 6-8-8 12-8-8 13-5-0 14-9-0 1-6-0 0-8-8 I 6-0-0 6-0-0 10-8-8 I 1-4-0 Scale:3/8'=1' 4x4= 6 700 12 1.5x4 I I .5x4 5 • 1.5x4 11 r 1.5x4 II 3x4 i 4 6 3x4 3 9 Ir ■ 10x10= efo44. 10x10= 10 2 c o c1 w I w it o Y Y r r 18 17 16 15 14 13 12 4x4= 1.5x4 I I 1.5x4 I 1.5x4 I 1 4x4= 10-0-r8 8 8 12-8-8 13-5-0 o 6 6 I12-0-0 10-8-81 Plate Offsets(X,Y)-- 112:0-1-12,0.0-01,118:0-1-12,0-0-01 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 11 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 11 rift" 80 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.00 11 n/r 120 Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 13-5-0. (lb)- Max Horz 18=127(LC 11) Max Uplift All uplift 100 lb or less at joint(s)16,17,14,13 except 18.142(LC 12),12=-142(LC 12) Max Gray All reactions 250 lb or less at joint(s)18,12,15,16,17,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-14 to 1-5-2,Exterior(2)1-5-2 to 6-8-8,Comer(3)6-8-8 to 9-8-8,Exterior(2)9-8-8 to 14-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(nomlal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,17,14,13 except(jt=lb)18=142,12=142. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE magi Design valid for use only with MiTek®connectors.This design is hosed only uix,n 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 Nll Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlPII Goofy C,Brrda,DSBd9 and SCSI Su/ding Compon nt 6904 Parke East Blvd. Safely hifonnadonlvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653605 J180406 CO2 COMMON STRUCTURAL GA 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:09 2018 Page 1 I D:IVZNeNwnd BIKI6zE I N 1_mezDKng-?Yw12sZSy8dUxV KYN4sOYEbhBOI BJxfZRq W XDAyupYu -1-6-05-8-3 11-0-13 16-5-8 21-10-3 26-2-8 27.2-1,3 32-11-0 94-3-0 1-6-0 5-8-3 5-4-11 5-4-11 5-4-11 4-4-5 1-0-5 5-8-3 1-4-0 Scale=1:70.5 4x4= 12 11 13 38 40 10 15 9 18 6x12 M18SHS= i I 8 20 21 7 00 12 3x4 3x4�i 5 6 iii , ,. , 3 39 1011e,. _ 22 3 0 Ill 3x10•-I•-----------•••••••• 33 32 :••••••_•••--='4x10 moi 25 24 37 36 35 34 3130 29 28 27 26 4x10= 10x10=- 5x5 5xS= 1 6-9-8 i 8-4-8 1 12-10-6 i 16-4-14 16 -8 19-11-6 1 24-6-8 126-2-81 32-11-0 1 6-9-8 1-7-0 4-5-14 3-6-8 0410 3-5-14 4-7-2 1-8-0 6-8-8 Plate Offsets(X,Y)-- 12:0-2-6,0-0-14],121:0-3-8,Edge],124:0-1-12,0-0-0],(24:Edge,0-8-01,127:0-8-6,0-2-01,(28:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 24-25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.08 24-25 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 26 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2 10-0-0 oc bracing:26-27,25-26,24-25. SLIDER Left 2x4 SP No.2 2-0-0 WEBS T-Brace: 2x4 SP No.2-12-28,11-29,13-27 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):16,17 REACTIONS. All bearings 7-1-0 except(jt=length)24=0-3-8,34=0-3-8,30=0-3-8,26=0-3-8, 26=0-3-8. (Ib)- Max Horz 2=313(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,29,36,37,27 except 24=-234(LC 12),35=210(LC 17),34=-300(LC 12),30=-229(LC 12),26=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,29,35,36,37,27 except 28=253(LC 1),24=517(LC 1),34=588(LC 17),30=434(LC 17),26=614(LC 18), 26=612(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-269/276,21-22=443/147,22-24=-457/282,14-16=-677/346,16-17=-557/264, 17-19=-533/248,19-21=-511/229 BOT CHORD 2-37=-295/264,36-37=-285/260,35-36=-285/260,34-35=-285/260,33-34=-285/260, 32-33=-285/260,31-32=-285/260,30-31=-285/260,29-30=-285/260,28-29=-285/260, 27-28=-285/260,24-25=-146/430 WEBS 14-26=-587/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 34-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1. Joaquin Velez PE No.68182 4)All plates are MT20 plates unless otherwise indicated. Mask USA,Inc.FL Cart 8634 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 6)Gable studs spaced at 2-0-0 oc. Date: 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. July 25,2018 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N kallifilgelPoegged gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-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 Irxdlvidual bulding component,not a truss system.Before use-the building designer must verify the applicabAlty 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 Mi TT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:ation•storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII CuaSy Caleb,DSB-89 and SCSI Buldeey Component 6904 Parke East Blvd. Safety WonnatfonavaIable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653605 J180406 CO2 COMMON STRUCTURAL GA 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:10 2018 Page 2 I D:IVZ NeNwnd BI KI6zE I N 1_mezDKng-TkUQFCa4iSl LZfvkxoOd4S7sxoeQ2Ovig UG5ldyupYt NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,29,36,37,27 except(jt=lb)24=234,35=210,34=300, 30=229,26=251. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mu-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is for an individual buNding 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 Ind Mdual 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 properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSiJIPIl QualyCdetta,DSB-89 and RCS/Building Component 6904 Parke East Blvd. Safetyhfomrattonuvalloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653606 J180406 CO3 COMMON 2 1 . , Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:11 2018 Page 1 I D:IVZNeNwndBlKl6zEl N 1_mezDKng-xw2oSYbiTItCAoUwWvsdfg4MCzPnkisu8?el3yupYs -1-6-0 5-8-3 11-0-13 16-5-8 21-10-3 27-2-13 32-11-0 134-3-9 q 3-p 1-6_0 i 5-8-3 5-4-11 I 5-4-11 5-4-11 5-4-11 5-8-3 1-4-0I Scale=1:66.1 5x5= 6 7.00FIT CI 2425 3x4 i 3x4 5 7 5x5 i 5x5 4 8 5x53:- \ 5x5 Q 9 2 A12 �,� 10ii 0 1 .. 15 26 27 14 28 29 30 31 12 13 3x4= 5x5= 3x4= 3x4= 3x10 11 3x10 II 1 6-8-10 i 13-1-12 19-9-4 i 26-2-6 1 32-11-0 6-8-10 6-5-2 6-7-8 6-5-2 6-8-10 Plate Offsets(X,Y)-- (2:0-7-3,0-0-2],[4:0-2-8,0-3-0],(8:0-2-8,0-3-0),[10:0-7-3,0-0-2],(14:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.11 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:12-13. OTHERS 2x4 SP No.2 W EBS T-Brace: 2x4 SP No.2-6-13 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 2=729/0-3-8,13=1437/0-3-8,10=430/0-3-8 Max Horz 2=298(LC 11) Max Uplift 2=-333(LC 12),13=475(LC 12),10=-227(LC 12) Max Gray 2=738(LC 21),13=1529(LC 17),10=481(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-853/345,4-5=899/420,5-6.582/363,6-7=74/352,7-8=-438/271,8-10=-373/193 BOT CHORD 2-15=-169/832,14-15=-51/544,10-12=-48/298 WEBS 6-13.1013/207,7-13=-623/354,7-12=-215/555,8-12=-342/221,6-14=-304/799, 5-14=-595/343,5-15=-186/480,4-15=-299/204 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 34-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s)except(t=lb) 2=333,13=475,10=227. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6984 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE M&7473 rev.1OD3/2015 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 vedfy 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 arid truss systems.seeANS1/1PIl Quarry Cdteda,05649 and SCSI Balding ComponMt 6904 Parke East Blvd. Safely hfennalonavaltable from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Pty JBL-Rubin Residence-DBB T14653607 J180406 C04 COMMON 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:12 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N 1_mezDKng-P7cAgucKE3?3oy372DQ59tDF7cJZ W BI?7oIBgVyupYr -1-6-0 5-8-3 11-0-13 l 16-5-8 21-10-3 27-2-13 32-11-0 -3-9 1-6-0 5-8-3 5-4-11 5-4-11 5-4-11 5-4-11 5-8-3 1-4-0 555= Scale=1:71.3 6 7.00 FIT 24 25 3x4 i 3x4 5 7 5x5 5x5 4 8 Sx5�i4A Sx5 3 9 2 r11 .. 411111111imi 11 Io 15 26 27 14 28 29a•_• ...- ...._ ... :Q.'.`.'._._.:'.'. 13•x• ••••3x4 •••••• 3x10 H 3x4= 5x5= 30 31 12 3x10 3x4 = 6-8-10 13-1-12 19-9-4 26-2-6 32-11-0 6-8-10 6-5-2 6-7-8 6-5-2 6-8-10 Plate Offsets(X,Y)-- [2:0-7-3,0-0-2],[4:0-2-8,0-3-0],[8:0-2-8,0-3-0],[10:0-7-3,0-0-2],[14:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 14-15 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.64 Horz(CT) 0.01 20 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:12-13. OTHERS 2x4 SP No.2 W EBS T-Brace: 2x4 SP No.2-6-13 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. All bearings 0-3-8 except(jt=length)12=13-3-8,10=13-3-8,10=13-3-8. (Ib)- Max Horz 2=298(LC 11) Max Uplift All uplift 100 lb or less at joint(s)12 except 2=-342(LC 12),13=419(LC 12),10=-211(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 2=751(LC 1),13=1440(LC 17),13=1303(LC 1),12=259(LC 22),10=408(LC 22),10=386(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-894/363,4-5=-938/437,5-6=-627/383,6-7=-141/313,7-8=-382/241, 8-10=-315/162 BOT CHORD 2-15=-178/851,14-15=-55/566 WEBS 6-13=-978/185,7-13=-555/331,7-12=-170/421,8-12=-347/224,6-14=-304/798, 5-14=-593/342,5-15=-182/473,4-15=-295/203 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 34-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s)12 except(jt=lb) 2=342,13=419,10=211,10=211. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 t, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03,2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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.seeAMSI/lPI t Quarry Olean,DS8-89 and SCS/Dulldltrg Componall 6904 Parke East Blvd. Safety kshannatlealvailable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653608 J180406 C05 ROOF TRUSS 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:13 2018 Page 1 ID:IVZNeNwndBI KI6zEI N1_mezDKng-uJAYtEcy?N7wQ6eJcwxKi41I FOYTFhV9MSUIMyyupYq -1-6-0 5-9-0I 11-4-4 I 16-5-8 I 21-6-12 27-2-0 32-11-0 .4-3-9 1-6-0 1-6-0 5-9-0 5-7-4 5-1-4 5-1-4 5-7-4 5-9-0 1-4-0 Scale=1:66.6 4x4= 6 3x6__ 25 3.5 5 7 16 5x5% 1.5x4 11 5x5 7.00 12 4 26 8 5x5 GNN 5x5 3 9 10 11 2 � ``�1�0 g 15 14 13 12 1.5x4 I I 5x10 MT2O1-1S= 5x10 MT2OHS= 1.5x4 II 5x12 I I 5x10 II 5.9-0I 11-4-4 I 21-6-12 I 27-2-0 I 32-11-0 5-9-0 5-7-4 10-2-8 5-7-4 5-9-0 Plate Offsets(X,Y)-- (2:0-6-15,0-0-21,14:0-2-8,0-3-01,18:0-2-8,0-3-01,(10:0-7-15,Edge),(13:0-4-0,Edge),[14:0-4-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.69 12-13 >574 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.77 12-13 >515 180 MT2OHS 187/143 BOLL 0.0 ` Rep Stress Ina YES WB 0.45 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.60 13-14 199 360 Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP 2250F 1.9E*Except* 2-2-0 oc bracing:13-14. 13-14:2x6 SP No.2 JOINTS 1 Brace at Jt(s):16 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1353/0-3-8,10=1343/0-3-8 Max Horz 2=298(LC 11) Max Uplift 2=-493(LC 12),10=-483(LC 12) Max Gray 2=1389(LC 18),10=1380(LC 19) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1882/613,4-5=-1741/598,5-6=-389/211,6-7=-389/211,7-8=-1741/599, 8-10.-1876/616 BOT CHORD 2-15=-391/1747,14-15=-392/1747,13-14=-264/1561,12-13=-407/1523,10-12=-406/1523 WEBS 4-14=-326/199,5-14=-19/489,8-13=-323/200,7-13=-20/490,5-16=-1316/473, 7-16=-1316/473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 34-3-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=493,10=483. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.1010312015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for a t 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 briding design. Brachg Indicated is to prevent buckling of individual truss web and/or chord members oNy.Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSVINI Qualy Climb,DS8 89 and SCSI8uldhrg Compos rd 6904 Parke East Blvd. Sandy hdannafionavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' I Qty Ply JBL-Rubin Residence-DBB T14653609 J180406 C06 ROOF TRUSS 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:14 2018 Page 1 I D:IVZNeNwndBIK16zEIN 1_mezDKng-MVkw5adbmgGnl GDVAdSZFI ITnPueBela6EluOyupYp -1-6-0 5-9-0 11-4-4 16-5-8 21-6-12 27-2-0 32-11-0 X34-3 I 1-6-0 5-9-0 5-7-4 5-1-4 5-1-4 5-7-4 5-9-0 1-4-0 Scale=1:66.6 4x4= 6 27 >765 7 17 1111111111141114111111411111111111s 5x5 i 1.5x4 ool n 5x5 a 7.00 12 4 8 5x5 i 5x5 3N. 9 2 .• 1 10 11 'o 16 15 14 13 12•♦ 1.5x4 I I 5x10 MT2OHS= 5x10 MT2OHS= 1.5x4 I 5x12 I I 5x12 'I 5-9-0 l 11-4-4 21-6-12 I 27-2-0 31-5-0 ?2-11-01 5-9-0 5-7-4 10-2-8 5-7-4 4-3-0 1-6-0 Plate Offsets(X,Y)-- [2:0-7-15,Edge),[4:0-2-8,0-3-0),[8:0-2-8,0-3-0),[10:0-7-15,Edge),[14:0-4-4,Edge),[15:0-4-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.64 13-14 >588 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.72 13-14 >522 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.54 14-15 222 360 Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins. 8-11:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP 2250F 1.9E`Except` 2-2-0 oc bracing:14-15. 14-15:2x6 SP No.2 JOINTS 1 Brace at Jt(s):17 WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0,Right 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1360/0-3-8,10=1483/1-9-8,12=-147/0-3-8 Max Horz 2=298(LC 11) Max Uplift 2=-494(LC 12),10=-506(LC 12),12=-488(LC 22) Max Gray 2=1412(LC 18),10=1675(LC 18),12=372(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1903/614,4-5=-1727/597,5-6=-391/211,6-7=-389/211,7-8--1804/605, 8-10=-1924/638 BOT CHORD 2-16=-389/1767,15-16=-390/1767,14-15=-264/1609,13-14=-407/1635,12-13=-406/1634, 10-12=-406/1634 WEBS 4-15=-290/177,5-15=-19/484,8-14=-278/181,7-14=-26/540,5-17=-1326/477, 7-17=-1326/477 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 34-3-14 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=494,10=506,12=488. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 6 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/072015 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 brAding design. Bracing Indicated is to prevent buckling of IrudMdual truss web and/or chord members only. Additional temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with posslale personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWIPII Quaff),C,I da,DS8d9 and ICS/Bidding Component 6904 Parke East Blvd. Safely InfonnaPonavallable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply JBL-Rubin Residence-DBB T14653610 J180406 C07 ROOF TRUSS 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:15 2018 Page 1 ID:IVZNeNwndBIKI6zEl N1_mezDKng-qi HJIveDX_OdfQoikLzonVrffpD9jd?RpmzrRgyupYo -1-6-0 6-8-10I 13-1-12 16-5-8 I 19-9-4 26-2-6 I 31-5-0 ?2-11-(� 1-6-0 6-8-10 6-5-2 3-3-12 3-3-12 6-5-2 5-2-10 1-6-0 Scale=1:64.9 4x4= 6 22 3x5 i 21 3x5 5 7 1b 1.5x4 II 5x5 3x5 7.00 . 4 8 �� 3x6 5x5 i � 3 9 2 10 `° 15 14 13 12 11 1.5x4 II 5x8= 5x10 MT2OHS= 3x4= 3x6 II 5x10 II 6-8-10 13-1-12 19-9-4 26-2-6 31-5-0 6-8-10 [ 6-5-2 I 6-7-8 6-5-2 I 5-2-10 Plate Offsets(X,Y)-- [2:0-6-15,0-0-2],[4:0-2-8,0-3-0],[13:0-4-0,0-1-12],[14:0-2-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.76 14-15 >495 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.98 14-15 >383 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress!nor YES WB 0.32 Horz(CT) 0.04 11 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.62 13-14 190 360 Weight:200 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E*Except* except end verticals. 13-14:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):16 SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (Ib/size) 2=1242/0-3-8,11=1250/0-3-8 Max Horz 2=344(LC 11) Max Uplift 2=-501(LC 12),11=-506(LC 12) Max Gray 2=1280(LC 18),11=1285(LC 19) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1720/630,4-5=-1492/603,5-6=-367/207,6-7=-385/214,7-8=-1490/591, 8-9=-1306/493,9-11=-1241/558 BOT CHORD 2-15=-457/1621,14-15=-457/1621,13-14=-299/1347,12-13=-312/1087 WEBS 4-14=-397/194,5-14=-32/400,7-13=-5/352,8-13=-177/417,8-12=-505/188, 9-12=-341/1117,5-16=-1103/475,7-16=-1103/475 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 16-5-8,Exterior(2)16-5-8 to 19-5-8,Interior(1)19-5-8 to 32-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) 2=501,11=506. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 ti _ Ai WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M9.7473 rev.1003/2015 BEFORE USE. Design valid fol use only with MITekt)connectors.This design Is based only upon parameters shown,and Is for an IndMdual buldirg 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 buldlg design. Bracing Indicated Is to prevent buckling of IndMdu al 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.seeAMW/Pfl QayCifarfe,01649 and SCSI adding Component 6904 Perks East Blvd. Safety h onnatk/pvdltle from Inas Plate institute,218 N.Lee Street.Salle 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply I JBL-Rubin Residence-DBB T14653611 J180406 C08 1 ROOF TRUSS 1 1 iI I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:16 2018 Page 1 I D:IVZNeNwnd BI KI6zE I N 1_mezDKng-I urhW Ffrl I W UHaNuH2V 1 Kj NpnDa2S5db2QjPzGyupYn -1-6-0 6-8-10 13-1-12 15-0-0I 17-11-0 19-9-4 I 26-2-6 31-5-0 32-11-01 1-6_0 6-8-10 6-5-2 1-10-4 2-11-0 1-10-4 6-5-2 5-2-10 1-6-0 Scale=1:61.0 4x4= 4x7= 6 7 3x5 i 3x5 7.00 12 23 .; 4,,,.. 24 8 17 18 4x4 II 1.5x4 II 3x5% 3x5 4 9 do 1 3x5 O 25 5x5 i 10 2 3a* a 11 1 Nlos - 16 15 14 13 12 5x12 I I 1.5x4 I I 5x8= 5x10 MT2OHS= 3x4= 3x6 II 6-8-10 13-1-12 115-0-0 17-11-0 19-9-4 I 26-2-6 I 31-5-0 6-8-10 6-5-2 1-10-4 2-11-0 1-10-4 6-5-2 5-2-10 Plate Offsets(X,Y)-- [2:0-7-15,Edge],[7:0-5-4,0-2-0],[14:0-4-0,0-1-12],[15:0-2-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.65 15-16 >579 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.86 15-16 >436 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 12 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.52 14-15 229 360 Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 7-11:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-15:2x6 SP DSS 2-2-0 oc bracing:13-14. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):17,18 SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1289/0-3-8,12=1302/0-3-8 Max Horz 2=320(LC 11) Max Uplift 2=-473(LC 12),12=-475(LC 12) Max Gray 2=1333(LC 18),12=1343(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1801/623,4-5=-1564/590,5-6=-436/269,6-7=-333/274,7-8=-427/270, 8-9=-1568/578,9-10=-1372/493,10-12=-1295/549 BOT CHORD 2-16=462/1673,15-16=-462/1673,14-15=-289/1416,13-14=-303/1102 WEBS 4-15=-368/212,5-15=-11/438,8-14=0/381,9-14=-146/446,9-13=-509/182, 10-13=-326/1174,5-17=-1096/397,17-18=-1130/409,8-18=-1136/411 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 15-0-0,Exterior(2)15-0-0 to 22-1-15,Interior(1)22-1-15 to 32-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf 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. 7)Bottom chord live load(20.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=473,12=475. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. Ng Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an Indwdual 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 Indlvtdual truss web and/or chord members only.Additional temporary and permanent bracing Milek Is always required for stability and to prevent collapse with possble personal injury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeAMSt/M11 Curly CrMAe,1:48419 and SCSI&Jdhtg Component 6904 Parke East Blvd. Safety hr ommAoruavallabte from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653612 J180406 CO9 ROOF TRUSS 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:17 2018 Page 1 I D:IVZNeNwndBIKI6zEIN 1_mezDKng-m4P3jbfT3beLujx4rm0Gsww_edv5BV3kH4SyVjyupYm -1-6-0 5-9-0 13-0-0 19-11-0 27-2-0 31-5-0 32-11-0 1-6-0 5-9-0 7-3-0 6-11-0 7-3-0 I 4-3-0 1-6-0 Scale=1:58.3 4x7= 5x5-=-- 6 6 3x5 24 25 7 3x5 tr. L e 5 7.00112 23 i 7 4x4= 26 1.5x4 II 3x5 i 3x5 o • 4 9 4 ' 1 n 3x5 `b 5x5 i 7 27 10 3 11 co 110/17g M L1 o 1 16 15 14 13 12 5x12 I 1.5x4 I I 5x8= 5x10 MT2OHS= 3x4= 3x6 I 5-9-0I 13-0-0 I 19-11-0 27-2-0 i 31-5-0 5-9-0 7-3-0 6-11-0 7-3-0 4-3-0 Plate Offsets(X,Y)-- [2:0-7-15,Edge],[6:0-5-4,0-2-0],[7:0-2-8,0-2-1],[14:0-4-0,0-1-12],[15:0-2-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.61 15-16 >612 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.83 15-16 >453 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Attic -0.49 14-15 243 360 Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250E 1.9E`Except* except end verticals. 14-15:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 W EBS 2 Rows at 1/3 pts 5-8 SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1289/0-3-8,12=1302/0-3-8 Max Horz 2=287(LC 11) Max Uplift 2=-473(LC 12),12=-475(LC 12) Max Gray 2=1337(LC 18),12=1348(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1804/649,4-5=-1566/609,5-6=-691/406,6-7=-375/231,7-8=-438/262, 8-9=1551/596,9-10=-1371/514,10-12=-1293/563 BOT CHORD 2-16=-485/1653,15-16=-485/1653,14-15=-303/1402,13-14=-318/1103 WEBS 4-15=-373/222,5-15=-12/439,8-14=0/385,9-14=-119/425,9-13=-506/187, 10-13=-350/1175,5-17=-876/257,17-18=-857/251,8-18=-1314/410,6-18=-619/183 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 13-0-0,Exterior(2)13-0-0 to 17-2-15,Interior(1)17-2-15 to 19-11-0,Exterior(2)19-11-0 to 24-1-15,Interior(1)24-1-15 to 32-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bottom chord live load(20.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 2=473,12=475. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-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,seeANSU7PII amity CINIb,05./-19 and OCSI Building Component 6904 Parke East Blvd. Safely hMmnatblpvoaabie from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply JBL-Rubin Residence-DBB T14653613 J180406 C10 Hip 1 1 . Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:18 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-EHzRwxg5gvmCWtWGPTXVP8T9G1 HPwtouVkCW 19yupYl -1-6-0 5-7-12 1 11-0-0 1 16-5-8 21-11-0 1 27-1-8 31-5-0 132-11-0I 1-6-0 5-7-12 5-4-4 5-5-8 5-5-8 5-2-8 4-3-8 1-6-0 Scale=1:56.5 4x7= 1.5x4 II 4x7= 5 21 6 22 23 7 rat $1 ICI 7.00 FIT 3x5 i 20 24 3x5 8 4 u SxS 7 25 2x5 II 9 3 2 . 10 41 $ c t u e� 15 14 26 13 27 12 1�1 5x10 II 1.5x4 II 3x4= 5x8= 3x4= 6x6= 5-7-12 11-0-0 16-5-8 21-11-0 31-5-0 1 5-7-12 l 5-4-4 1 5-5-8 1 5-5-8 1 9-6-0 1 Plate Offsets(X,Y)-- [2:0-6-15,0-0-2),[5:0-5-4,0-2-0),[7:0-5-4,0-2-0),[13:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.45 11-12 >826 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1242/0-3-8,11=1250/0-3-8 Max Horz 2=254(LC 11) Max Uplift 2=-501(LC 12),11=-506(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1617/697,4-5=-1406/686,5-6=-12791709,6-7=-1279/709,7-8=-1330/642, 9-11=-285/232 BOT CHORD 2-15=-525/1440,14-15=-525/1440,13-14=-387/1269,12-13=-331/1105,11-12=-382/1001 WEBS 4-14=-340/173,5-14=-77/335,5-13=-103/280,6-13=-330/231,7-13=-174/394, 7-12=-8/260,8-11=-1318/565 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 11-0-0,Exterior(2)11-0-0 to 15-2-15,Interior(1)15-2-15 to 21-11-0,Exterior(2)21-11-0 to 26-1-15,Interior(1)26-1-15 to 32-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=501,11=506. Joaquin Velez PE No.69182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 6 / 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.1003/2015 BEFORE USE. l Design valid for use only with Mitek®O 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 wilh possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAAW//P/l OuafyCrllda,13S849 and CSI auidiry Compon/nf 6904 Parke East Blvd. Safely MamaSw jvdiable from Truss Prate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653614 J180406 C11 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:19 2018 Page 1 ID:IVZNeNwndBIK16zEIN1_mezDKng-iTXp8HhjbDu3815TzB2kyL?KtQfbfQfIkOx3abyupYk -1-6-0i 4-7-12 9-0-0 i 16-5-8 23-11-0 31-5-0 32-11-01 1-6-0 4-7-12 4-4-4 7-5-8 7-5-8 7-6-0 1-6-0 Scale=1:56.5 4x7= 1.5x4 11 4x7= 18 19 6 20 21 7 :88 12 1.5x4 22 4 5x8= c 23 R 5x5 i 8 `c .°"1°°/1.NN..° NX /7". - 3 2 o 13 24 12 25 11 10 5x12 II 3x4= 5x8= 3x5= 3x6 II 9-0-0 16-5-8 23-11-0 31-5-0 9-0-0 l 7-5-8 7-5-8 I 7-6-0 l Plate Offsets(X,Y)-- [2:0-7-15,Edge1,15:0-5-4,0-2-01,[7:0-5-4,0-2-0),[8:0-3-8,Edge1,112:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.23 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 2=1242/0-3-8,10=1250/0-3-8 Max Horz 2=221(LC 11) Max Uplift 2=-501(LC 12),10=-506(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1608/733,4-5=-1491/699,5-6=1567/810,6-7=-1567/810,7-8=-1408/621, 8-10=-1180/628 BOT CHORD 2-13=-553/1405,12-13=-446/1350,11-12=-378/1122,10-11=-78/268 WEBS 5-13=-16/304,5-12=-194/470,6-12=-463/316,7-12=-267/639,8-11=-311/1047 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 23-11-0,Exterior(2)23-11-0 to 28-1-15,Interior(1)28-1-15 to 32-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 2=501,10=506. Joaquin Velez PE No.68182 MTek USA,Inc.FL Cart 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 4 I N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10N3/2015 BEFORE USE Design valid for use only with MITeke 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 Miry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and arras systems.seeANSUIPII Quady Wean,DS849 and ICSI Budding Component 6904 Parke East Blvd. Soley hJonnadea vdlable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss Truss Type , Qty Ply JBL-Rubin Residence-DBB T14653615 IJ180406 C12 Hip Girder 1 �f 1 L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:21 2018 Page 1 I D:I VZNeNwndBI KI6zE I N 1 mezDKng-fsfaZzi_7q8nNLFr4c4C 1 mSgdE I07HKKBiQAeUyupYi -1-6-0 7-0-0 13-4-4 19-6-12 25-11-0 31-5-0 132-11-01 1-6-0 7-0-0 i 6-4-4 6-2-8 6-4-4 5-6-0 1-6-0 Scale=1:58.3 NAILED NAILED NAILED NAILED 4x7= _ NAILED NAILED 1.5x4 NAILED 3x8 NAILED NAILED 4x4= 4 19 20 5 21 22 23 6 24 25 26 7 7.00 12 rill UU 11 UL,s UU 511 1111 CI UL 1111 ;1 4 5x5�i 3x5 o ,i) 3XN •-. B h r 9 oro 2 0 • 1 9 nn nn i7 nn nn nn 01n Tr nII e 14 27 28 13 29 30 31 12 32 33 11 10 1.5x4 II NAILED NAILED 5x8_NAILED NAILED 1.5x4 II NAILED NAILED 4x10 3x6 II 5x10 I NAILED NAILED NAILED 7-0-0 13-4-4 19-6-12 25-11-0 31-5-0 7-0-0 I 6-4-4 6-2-8 6-4-4 I 5-6-0 Plate Offsets(X,Y)-- (2:0-7-7,0-0-2),(4:0-5-4,0-2-0),(13:0-4-0,0-3-01 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 0.88 Vert(LL) 0.23 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.30 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:356 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, 1-4:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E`Except' BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. 10-13:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-11 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x8 SP DSS 2-0-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 2=2375/0-3-8,10=2432/0-3-8 Max Horz 2=188(LC 24) Max Uplift 2=-1388(LC 8),10=-1488(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-3533/2094,4-5=-4278/2624,5-6=-4278/2624,6-7=-2468/1618,7-8=-2904/1799, 8-10=-2387/1500 BOT CHORD 2-14=-1665/2943,13-14=-1668/2953,12-13=-2355/4066,11-12=-2355/4066 WEBS 4-14=-84/522,4-13=-1006/1745,5-13=-833/638,6-13=-133/279,6-12=-1/586, 6-11=-2041/1141,7-11=-497/946,8-11=-1502/2491 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.0psf 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. Joaquin Velez PE No.68182 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MiTek USA,Inc.FL Cart 6634 2=1388,10=1488. 6904 Parke East Blvd.Tampa FL 33610 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Date: 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 lb down and 301 lb up at .Ju) 25,2018 7-0-0,and 190 lb down and 274 lb up at 25-11-0 on top chord,and 328 lb down and 252 lb up at 7-0-0,and 291 lb down and 271 y igdr� upg t»nal permanent and stabilitt bracing for truss s stem(notEpart of this component desi n is always regsuired. design parameters and READ NOT ON TN AND 1NCLU D M K R FERANCE PAGE 6-7473 rev-1 15 BEF RE U E. 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 balding 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 6904 Parke East Blvd.fabrication-storage,delivery,erection and bracing of trusses and truss systems.seeANSJIPII QuaNyCdtedo,058.89 and SCSI Auldlttp Component Salify hYotmol/oarvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply JBL-Rubin Residence-DBB T14653615 J180406 C12 Hip Girder 1 A L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:22 2018 Page 2 ID:IVZNeNwndBIKI6zEI N1_mezDKng-72DymJjcu8Ge?Vg2eJbRZ_drNeeEskaTOMAjBwyupYh LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,7-8=-54,8-9=-54,10-15=-20 Concentrated Loads(Ib) Vert:4=-177(B)7=-143(B)14=-297(B)13=-48(B)5=-118(B)12=-48(B)6=-118(B)11=-208(B)19=-118(B)20=-118(B)21=-118(B)22=-118(B)23=-118(B) 25=-118(B)26=-118(B)27=-48(B)28=-48(B)29=-48(B)30=-48(B)31=-48(B)32=-48(B)33=-48(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MI Iek3 connectors.This design is based only upon parameters shown,and Is for an Individual bulding 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 Frei(' 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.seeAf1PIi Qualy CIBedo,DS849 and BCS1 Building Component 6904 Parke East Blvd. Safety►gymratto.mvcNable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply 1 JBL-Rubin Residence-DBB T14653616 J180406 I J01 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:35 2018 Page 1 I D:IVZN eNwndBl KI6zE I N 1_mezDKng-EYVtVItmg7vo3UJYvYKUbjg6Gt9q PhlOPtpv8gyupYU 2-1-7 4-11-0 9-10-1 2-1-7 4-11-0 4-11-0 5 Scale:3/8"=1' 1 ro NAILED ?Ml Io NAILED 4.95112 14 NAILED 3x4 ' NAILED 4 13 NAILED - TIP . 0 NAILED Iiiiiiin. ln 5x5 5 3 �� iii 11 i 1111 II 1 15 16 8 17 7 NAILED 15x4 II NAILED 6 4x10 II 3x4 NAILED NAILED NAILED NAILED 4-11-0I 9-10-1 4-11-0 4-11-0 Plate Offsets(X,Y)-- (2:0-2-8,0-0-1) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.10 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x8 SP DSS 2-0-0 REACTIONS. (lb/size) 5=142/Mechanical,2=469/0-4-9,6=277/Mechanical Max Horz 2=221(LC 8) Max Uplift 5=-108(LC 8),2=-374(LC 8),6=-204(LC 8) Max Gray 5=142(LC 1),2=530(LC 28),6=320(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-545/290 BOT CHORD 2-8=-361/464,7-8=-361/464 WEBS 4-7=-539/419,4-8=-88/262 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 5,374 lb uplift at joint 2 and 204 lb uplift at joint 6. 6)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,6-9=-20 Concentrated Loads(Ib) Vert:3=65(F=32,B=32)14=-73(F=-36,B=-36)17=-39(F=-20,B=-20) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1011-7473 rev.10103/2015 BEFORE USE. ill 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* ek' Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quaff),Cdteda,DMI-09 and SCSI Suldhg Component 6904 Parke East Blvd. Safely b fomrallonivalable horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I JBL-Rubin Residence-DBB T14653617 J180406 J02 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:36 2018 Page 1 I D:I VZN eNwndBI KI6zEI N 1 mezDKng-ik3Fi5uObR 1 fgeukSFrj8xC K?H W u8CeXeXZTg6yupYT -2-1-7 3-10-5 7-8-9 2-1-7 3-10-5 3-10-5 3 Scale=1:30.0 NAILED 'A Io 4.95112 NAILED 8 II NAILED NAILED 7 3x4 `o 0 ' N 2 4 II ;11 - . io 6 NAILED NAILED 4 1.5x4 II NAILED NAILED 3x4= 7-8-9 I 7-8-3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.36 5-6 >250 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.35 5-6 >261 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=425/0-4-3,3=200/Mechanical,4=91/Mechanical Max Horz 6=239(LC 8) Max Uplift 6=-372(LC 8),3=-158(LC 8),4=-141(LC 8) Max Gray 6=467(LC 30),3=212(LC 28),4=181(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-342/217 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 372 lb uplift at joint 6,158 lb uplift at joint 3 and 141 lb uplift at joint 4. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=26(B)8=-36(F)10=-24(F=-20,B=-5) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MtI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design h 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 inpxy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSiIPI i amity CaMdv,DSI-49 and ICSI Baldly Campanarf 6904 Parke East Blvd. Safely Infotmafbtravdlable horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653618 J180406 J03 CORNER JACK 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:37 2018 Page 1 I D:IVZNe NwndBl KI6zE I N 1_mezDKng-BxddwRvOM I9 W IoTwOzNyg8lYdhz?tf W htBI OCZyupYS -1-6-0 1-0-0 1-6-0 1-0-0 Scale=1:10.9 7.00 3 2x4 I I , 12 2 l o a 1111=111 5 1.5x4 I 4 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=219/0-3-8,3=-49/Mechanical,4=-14/Mechanical Max Horz 5=107(LC 12) Max Uplift 5=-141(LC 12),3=-49(LC 1),4=14(LC 1) Max Gray 5=219(LC 1),3=40(LC 12),4=13(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 5,49 lb uplift at joint 3 and 14 lb uplift at joint 4. Joaquin Velez PE No.68162 MIT.k USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mliek®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 overali building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mae** 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 QuaSTyWelt°,0511-89 and SCSI Suedhg Component 6904 Parke East Blvd. Safety htormatbmvolable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB TI4653619 J180406 J04 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:38 2018 Page 1 I D:IVZNeNwndBI KI6zE I N 1_mezDKng-f7A?7nwe62 H Nwy26agu BDM Ij M513c51g6r2Zl?yupYR -1-6-0 3-0-0 1-6-0 3-0-0 Scale=1:16.8 3 7.00 171-8- 6 2x5 N 2 N 4 1.5x4 I I 2-6-0 3-0-0 2-6-0 0-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=225/0-3-8,3=53/Mechanical,4=22/Mechanical Max Horz 5=154(LC 12) Max Uplift 5=110(LC 12),3=52(LC 12),4=-4(LC 12) Max Gray 5=225(LC 1),3=64(LC 17),4=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 110 lb uplift at joint 5,52 lb uplift at joint 3 and 4 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.1Ns 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 MiNek is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,detNery,erection and bracing of trusses and truss systems,seeANSI/IPIl Qua1/y Cdtelh,058-89 and SCSI Buldbrg Component 6904 Parke East Blvd. Safety Infamallonovcilable from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • Job 'Truss 'Truss Type Qty Ply JBL-Rubin Residence-DBB T14653620 J180406 J05 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:38 2018 Page 1 I D:IVZNeNwndBI KI6zEI N 1_mezD Kng-f7A?7nwe62H Nwy26aguBDM I hb5FBc51g6r2Zl?yupYR 1-6-0 5-0-0 1-6-0 5-0-0 Scale:1/2"=1' 3Pia 7.00[12 I o 7 th 2x4 I' 6 2 4. 5 4 3x4 2-6-0 5-0-0 2-6-0 2-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 4-5 >965 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=287/0-3-8,3=110/Mechanical,4=50/Mechanical Max Horz 5=202(LC 12) Max Uplift 5=-115(LC 12),3=-99(LC 12),4=-5(LC 12) Max Gray 5=287(LC 1),3=124(LC 17),4=89(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 5,99 lb uplift at joint 3 and 5 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITeke 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/IP11 Neatly Weida,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety b fom,a/bmvciable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply JBL-Rubin Residence-DBB T14653621 J180406 J06 Jack-Open 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:39 2018 Page 1 ID:IVZNeNwndBIKI6zEIN1_mezDKng-7JkNL7WGtMPEX6dJ8NPQIZgntUW 1 LY?zKVn7HRyupYQ -1-6-0 7-0-0 1-6-0 7-0-0 Scale=1:30.3 3 f� 7.00 12 7 q 4 6 3x4 II 2 ri 5 4 5x5 II 2-6-0 7-0-0 2-6-0 4-6-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.13 4-5 >638 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.23 4-5 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2O17ITPI2014 Matrix-MR Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=356/0-3-8,3=163/Mechanical,4=77/Mechanical Max Horz 5=249(LC 12) Max Uplift 5=-124(LC 12),3=-142(LC 12),4=-7(LC 12) Max Gray 5=356(LC 1),3=180(LC 17),4=126(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-297/235 NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 124 lb uplift at joint 5,142 lb uplift at joint 3 and 7 Ib uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEKREFERANCE PAGE MN-7473 rev.10132015 BEFORE USE Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an IrndMdual holding 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.Addiilonal 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,seeANsl/IPIl Quality Crf,058-89 and SCSI Sufdin°Component 6904 Parke East Bled. Safety Sri nab rvaliable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 a t } Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653622 J180406 J07 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:40 2018 Page 1 I D:IVZNeNwndBI KI6zE IN 1_mezDKng-bV ImYSxuegX49GCVh5wf InN 1 Quvd4?F7Z9XgptyupYP -1-6-0 3-6-0 1-6-0 3-6-0 Scale=1:22.7 3 7.00 12 7 3x4 I I o 2 6 111 Ji /1 5 4 3x4= 1-6-0 3-6-0 1-6-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=239/0-3-8,3=68/Mechanical,4=30/Mechanical Max Horz 5=194(LC 12) Max Uplift 5=-63(LC 12),3=-86(LC 12),4=-31(LC 12) Max Gray 5=239(LC 1),3=86(LC 17),4=61(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-14 to 1-5-2,Interior(1)1-5-2 to 3-5-4 zone;cantilever left and right exposed;end vertical lett 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 5,86 lb uplift at joint 3 and 31 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10012015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is dot 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,seeMlS1/IPII Qualify CIM/b,DSB-89 and BCS/Budding Component 6904 Parke East Blvd. Satety hlonnofonavailabte from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya,FL 33610 1 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653623 J180406 J08 Corner Jack 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:40 2018 Page 1 I D:I VZNeNwnd BI KI6zE I N 1_mezD Kng-bVImYSxuegX49GCVh5wf InN3suxG4?F7Z9XgptyupYP -1-6-0 1-6-0 1-6-0 1-6-0 Scale=1:16.9 3 7.00 riT 3x4 11 2 •, 0 0 or d, N N N 3/ 5 3x4 1 4 0-9-0 1-6-0 0-9-0 0-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=202/0-3-8,3=-12/Mechanical,4=2/Mechanical Max Horz 5=147(LC 12) Max Uplift 5=-55(LC 8),3=-37(LC 9),4=-61(LC 12) Max Gray 5=202(LC 1),3=26(LC 10),4=43(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 55 lb uplift at joint 5,37 lb uplift at joint 3 and 61 lb uplift at joint 4. Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: July 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indMdual 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.seeANSUIPI1 Quality Cleft 059-09 and RCS/Ruldlng Component 6904 Parke East Blvd. Safely Infotmattomvaliable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply JBL-Rubin Residence-DBB T14653624 1J180406 J09 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 15:17:41 2018 Page 1 I D:IVZNe NwndBI KI6zEIN t_mezDKng-3is8loyXPzfxn PnhFoRur_wGNI KOpSVGopGDLKyupYO -1-6-0 1-4-15 1-6-0 } 1-4-15 Scale:1"=1' 6x6 3 7.0012 10, 2 111011 1 iol■ 4 3x10 "' 1.5x4 I Plate Offsets(X,Y)-- [2:0-2-8,0-0-2],[3:0-1-12,0-2-4) 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 0.18 Vert(LL) 0.00 1 rlfr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 1 fIr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP DSS 1-5-13 REACTIONS. (lb/size) 4=-6/1-4-15,2=185/1-4-15 Max Horz 2=76(LC 9) Max Uplift 4=36(LC 9),2=-148(LC 12) Max Gray 4=36(LC 13),2=185(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4 and 148 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Joaquin Velez PE 110.68182 MiTek USA,Inc.FL Cart 8634 6904 Parke East Blvd.Tampa FL 33810 Date: July 25,2018 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10103/2015 BEFORE USE. MT Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is tor 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 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSU7Pfl Qually alfalfa,DSB-89 and BCSI Building Componanl Safely Brfoltnafonavaiable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4" Center plate on joint unless x.y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury M= Dimensions are in ft-in-sixteenths. I Apply plates to both sides of truss I 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. / , 2. Truss bracing must be designed by an engineer.For 0-/Id 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I ili = iglit 0 bracing should be considered. c O= 3. Never exceed the design loading shown and never 1,-.410„, U te� a stack materials on inadequately braced trusses. a 0 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'M 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 bcations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. uUnless e withxfe rretardannotet,t,preservative ve eatn is not ed,,llcable or green r lumber. ICC-ES Reports: # The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to X to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead bad deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions * Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that ,11r 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 specified. truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. reaction section indicates joint ME= ME= number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. x 18.Use of green or treated lumber may pose unacceptable :_ environmental,health or performance risks.Consult with project engineer before use. industry Standards: ANSI/TPI l: 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: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ilia 1(0 ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015