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Plans (88) • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TC: 2x4 KDDF #16BTR TRUSS SPAN 3'- 11.7" LOAD DURATION INCREASE = 1.15 IBC 2015 MAX MEMBER FORCES 9WR/DDF/Cg=1,00 BC: 2x9 KDDF #1&BTR 1-2=( 0) 50 2-4=(0) 0 SPACED 24.0" O.C. TC LATERAL SUPPORT <= 12"OC. UON. 2-3=(-69) 30 BC LATERAL SUPPORT <= 12"OC. LION- LOADING LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ,IN, (SPECIES) TOTAL LOAD= 42.0 PSF 0'- 0.0" -71/ 322V -14/ 77H 5,50" 0.52 KDDF ( 625) 1'- 9.2" -3/ 60V 0/ OH 5.50" 0.10 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 3'- 11.7" -44/ 94V 0/ OH 1.50" 0.15 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL L [PROVIDE FULL BEARING,Jts:2,4,31 REPAIR:EXTEND TRUSS 12 REQUIREMENTS OF IBC 2015 AND INC 2015 NOT BEING MET. AS SHOWN. 6.0o p BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP OND. 2: Design checked for net(-5 ps f) uplift at 24 "cc spacing. TLAND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/290, llowed60 MAX LL DEFL= 0.002" @ -1'- 0.0" Allowed = 0.100" APPLY 2 X 4 KDDF#1&BTR SCAB TO ONE FACE OF TRUSS MAX TL DEFL = -0.003. @ -1'- 0.0" Allowed= 0.133" Allowed = MAX BC PANEL LL DEFL = 0.002" @ 1.- o. CENTERED ON DAMAGE/SPLICE.ATTACH WITH(0.131"X 3")NAILS PER THE r' I0.050TIONS FOLLOWING NAIL SCHEDULE:2 x 3'S-1 ROW,2 x 4'S-2 ROWS,2 x 6'Sx BC PANEL TL DEFL = 0.001" @ 1'- 0.1" Allowed= 0.067. j3 -/ SEASONED LUMBER IN DRY SERVICE CONDITIONS AND LARGER-3 ROWS:SPACED @ 3"O.C. USE 2"MEMBER END DISTANCE. MAX HORIZ, LL DEFL = -0.000" @ 3'- 10,9" MAX HORIZ. TL DEFL = -0.000" @ 3'- 10,9" /' Design conforms to main windforce-resisting system and components and cladding criteria. Wind: 140 mph, h=20.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, o Truss designed for wind loads Nin the plane of the truss only. o Ad A M-3x4 0-2-0 l 1 -i 1-00 2-00 1-11-11 �ca tyG`tttt �4za � cS%p 1p 17 ' :9204PE r- JOB NAME : 151 NRT REPAIR - SJ2 WARNINGS: Scale: 0.8371 J.r 1.Builder and castes contractor should be advised of an General Notes GENERAL NOTES, unless otherwise noted: / Truss: SJ2 anaYvm Thkingcodesign bbased nent.Anyupon the paremeleroshown and leroranndrvawal 'f7� , UFtEGON lu ngs before construction commences. building component.Applicability of design parameters and proper 2 Io4 compression web bracing must be Intellect where shown+, D rporation of component Is the responsibpdy of the building esigner, �} A 3.Additional temporary bracing w Insure shblfty during construct on 2 Design assumes the top and bottom dorms b be laterally braced at 7 t ' �7 ^i." DATE: 8/15/2017 is the responsibility of the erccler.Additional permanent bracing of Z ora and at 1a sc.respectively unless braced throughout their length by 1 the overall structure is the responsibility of the building designer. continuous sheathing such as plywood sheatNip(TC)and/or drywall(BC). 4 .'./Zi �CO.' SEQ. : K3 rJ 6 D 2 D 9 4.No load should be applied to any component use:ager all broiland 3.Tv Impact bridging or lateral bracing required where shown++ fasteners are complete and at no time should anyloads re 4.DeNgn Installation of es trusses a tee responsibility usede ofr a respective contractor. TRANS ID' LINK design wads be applied to an greater man 5.DeNgn assumes traeaee.re ox manoneo roaroe environment, y component. and are for%by condition'.of use, 017 5.CeepuTrua has es control over and assumes no responsibility for the 6.Design assumes NI bearing at al supports shown.Shim or wedge if EXPIRES: fabrication.handling,shipment and Instagation of components, necessary. C P�nES" 1.2af3�Jfi 6.Thle design is furnished subject w Sr.limitations set font,by 7.Design assumes adequate drainage k provided, s a V 1 L/a7 I L TPbWFCA In 8101,copies of which veil be furnished upon request. 9.lines saloll be with pint ceMboth errinac,of truss,and pieced so mets center August 15,2 17 MiTek USA,Inc,/CompuTrus Software 7,6.8(1L)-E 9.Digits indicate elm et plate in inches. 10.For basis connector plate design sakes see ESR-1311,ESR-113138(MTek) • This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" IC: 2x4 KDDF#1&BTR IBC 2015 MAX MEMBER FORCES 4WR/DDF/Cg=1.00 BC: 2x4 ROOF #1OBTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 50 2-4=(0) 0 SPACED 29.0" O.C. 2-3=(-65) 49 TC LATERAL SUPPORT <= 12"OC. UON. LOADING BC LATERAL SUPPORT <= 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF BEARING MAX VERT MAX HORZBRG REQUIRED BRG AREA DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF 0'- 0.0" -50/ 346V -14/ 77H 5.50" 0.55 KDDF ( 625) 3'- 10.9" -97/ 113V 0/ OH 1.50" 0.18 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 6'- 0.0" 0/ 57V 0/ OH 5.50" 0.09 KDDF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. 1PRQVIDE FULL BEARING;Jts:2,3,41 1C OND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. 1 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/290, llowed80 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL= -0.003" @ -1'- 0.0" Allowed = 0.133" /APPLY 2 X 4 KDDF#18 BTR SCAB TO ONE FACE OF TRUSS MAX LL DEFL = 0.000" @ o'- 0.0" Allowed= 0.078" CENTERED ON DAMAGE/SPLICE.ATTACH WITH(0.131"X 3")NAILS PER THE MAX TC PANEL LL DEFL = 0.012" @ 2'- 2.2. Allowed = 0.296" FOLLOWING NAIL SCHEDULE:2 x 3'S-1 ROW,2 x 4'S-2 ROWS,2 x 6'S MAX BC PANEL TL DEFL = -0.025" @ 3.- 1.9" Allowed = 0.333" AND LARGER-3 ROWS:SPACED 3"O.C. USE 2"MEMBER END DISTANCE. MAX BC PANEL TL DEFL = -0.002" @ 4'- 1.4" Allowed = 0.333" SEASONED LUMBER IN DRY SERVICE CONDITIONS 3-11-11 MAX HORIZ. LL DEFL = -0.000" @ 3'- 10.9" '( _ MAX HORIZ. TL DEFL = -0.000" @ 3'- 10.9" 6.00 12 3 -/ Design conforms to main windforce-resisting system and components and cladding criteria. '' Wind: 140 mph, h=20.2ft, TCDL=4.2,BCOL=6.0, ASCE 7-10, (All Heights), = d5 Cat.2, Exp.B, MWFRS(Dir), load duration factorl 0 2- Truss designed for wind loads in the plane of the truss only. 0 N 01 o 1 2►=// //! M-3x4 4 J• l 1-00 6-00 y 9,t0 PROre cllc,� 1�GLNFF� 4p 1p 89200PE r JOB NAME : 151 NRT REPAIR - AJ21#4JJ�I✓ Scale: 0.6418 �;'V ,• `M` • WARNINGS: GENERAL NOTES, unless chemise noted: • er Truss: AJ2 1.Bulmer and erection contractor should be advised or al General Notes 1.This design A based only upon the parameters shown and s for an Indvbual '',+ OREGON and Warnings before construction commences building component.Applicability of design parameters and proper '° 4, • pe /� 2 S4 compression web bracing must be installed where shown. incorporation or component is heresponsiblty of the building designer. /0 r 14 2-0.4%- h 1�^ • 3.Additional temporary bracing to insure stbiNy during construction 2 Design assumes he fop and bottom dards m be laterally braced et r V Is the responslbilty of he erector.Additional permanent bracing or 2'o.e.and at 10 o c.reapedwely unless braced throughout their length by f j� 13 I��Q. • DATE: 8/15/2017 the overall structure S the responsibility continuous sheathing such as plywood sheathing(TC)andbrdrywal(BC). 4+j74 V tY of the building designer. 3.2x Impact bridging or lateral bracing required where shown*+ SEQ.: K'3 5 6 0 210 4.No load should be applied to any component until alter WI bracing and 4.mdawtmn of truss Is the responsibility of he respective contractor. fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used In a noncorrosive environment, TRANS ID: LINK de sign Wada be spptled to any component. end are tar"dry condition'of use. 8.CompuTnuo has no control ouorsnd.ssurnes no reeponsibgly forth. 6.De9nnassumes Nlbearegaid suppodashown.Shimorwedge B EXPIRES: 12/31/2017 mi fabrication,handling,shipment and Installation of components. ry' 6.TIN design A tuumished subject to the limitations set forth by 8.Plates 7.Design assgho orated ed on drainage la provided..botAugust 15,201 7 TPPWICA In BCSI,copies of which w11 be furnished upon request. lines coincide with joint center faces or truss,and placed so their center MiTek USA,Inc./CompuTrus Software 7.6.8(1 L}E s. 9.Digits indicate size or plate In Inches. 10.For bask connector plate design values see ESR-1311,ESR-1988(MiTek) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property M4 offsets are indicated. 1 (Drawings not to scale) Damage or Personal Injury IME Dimensions are in ft-in-sixteenths. Igboi, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. ;16 2. wideTruss trussspacing, be designed by an engineer.For p g,individual lateral braces themselves I 4 11611.11te i U may require bracing,or alternative Tor I Ebracing should be considered. 1-� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. f a p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O7-a ce"7 c� H designer,erection supervisor,property owner and plates 0 1/1E1'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and Indicated by shown and/or SYP represents values as published pein lcifiel d respects,equal to or better than that by text in the symbolbraciosection n odorf the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 sparing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. ■1.11■ reaction section indicates joint _ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. SIM NM 18.Use ofrear or treated lumber may able environmental,health or performance risks.Consultose onwith Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I\/ TI® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIfTPI 1 Quality Criteria. Installing&Bracing of Metal Plate 1, Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013