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I_I_R S 7d-c)l S--oo t 2-3 wi M iTe kt MITek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 17529- JT SMITH- PLAN 2545- 3CAR ELEV B The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: K1353074 thru K1353074 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI l section 6.3 These truss designs rely on lumber values established by others. D P R OFFss �5 GIME � �c9 �p2-9 89782PE 9 OREGON Q^ �Gq/3 Ab 2 QQ' L �XPJAES. /3x/2016 - August 14,2015 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 11, ar This design prepared from computer input by PACIFIC LUMBER: Larry M a LUMBER SPECIFICATIONS TRUSS SPAN 341- 0.0" SBC 2012 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TO: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 63 2-10=(-2915) 3564 3-10=( -602) 507 BC: 2x4 KDDF 41&BTR SPACED 24.0" O.C. 2- 3=(-2547) 1532 10-11=(-2515) 2992 10- 4=( -314) 721 WEBS: 2x4 KDDF STAND 3- 4=(-1882) 894 11-12=(-2283) 2380 4-11=(-1048) ElD LOADING 4- 5=(-1180) 748 12-13=(-2283) 2380 11- 5=( -348) E08 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1212) 796 13- 8=(-2503) 2445 11- 6=(-1112) 1405 BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-1932) 2092 6-13=(-1948) 1005 TOTAL LOAD = 42.0 PSF 7- 8=(-2640) 2727 13- 7=( -668) 479 OVERHANGS: 12.0" 12.0" 8- 9=( 0) 63 LL - 25 PSF Ground Snow (Pg) M-1.5x.4 or equal at non-structural vertical members (uon)n BOTTOM CHORD CHECKED FOR A ^_0 PSF LIMITED STORAGE BEARING MAX VERT MAX HORZ ERG REQUIRED BRG AREA Unbalanced live loads have been LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) considered for this design. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 0'- 0.0" -829/ 1677V -5100/ 5100H 5.50" 2.E8 KDDF ( 625) g 21- 9.5" 0/ 152V 0/ OH 146.50" 0.24 KDDF ( 625) 25- 3.6" -524/ 1924V 0/ OH 146.50" 3.08 KDDF ( 625) 34- 0.0" -1458/ 1616V -5100/ 5100H 146.50" 2.58 KDDF ( 625) GOND. 2: Design checked for net(-5 2sf) uplift at 24 s aci g. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 FLAX LL DEFL = -0.002" @ -1'- 0.0" Allowed 0.100" MAX TL CREEP DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX LL DEFL = -0.058" @ 11- 4.7" Allowed = 1.OE7" MAX TL DEFL = -0.081" @ 8'- 8.4" Allowed = 1.422" MAX LL DEFL = -0.002" @ 35- 0.0" Allowed = 0.100" MAX TL CREEP DEFL = -0.003" @ 35- 0.0" Allowed = 0.133" 17-00 17-00 MAX HORIZ. LL DEFL = 0.087" @ 33- 9.6" 5-11-04 5-06-06 5-06-06 5-06-06 5-06-06 6-11-09 MAX HORIZ. TL DEFL = 0.094" @ 33- 9.6" COND. 3: 150.00 PLF SEISMIC LOAD 12 1" IIM-4x4 Design conforms to main windforce-resisting 8.00 � Q 8.00 system and components and cladding criteria. 4.0" M-3M5 ,(,(M-3x5 Wind: 14) mph, h=24.9ft, TCDL=4.2,BCDL=E.0, ASCE 7-10, M-3X5 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), M-1.5x4 load duration factor=1.6, Truss designed for wind loads M-5x6(5) M-1.5x9 M-3x5 Xg in the plane of the truss only. M-Sat(S) 0.25" 0 25" M-2.5x4 or equal at non-structural diagonal inlets. Truss designed for 4x2 outlooker.s. 2x4 let-ins of the same size and grade as structural top chord. Insure tight fit at each end of let-in. M-1.5x4 Outlookers must be cut with car_ and are M-3x5 permissible at inlet board areas only. M-1.5x3 M-1.5x3 3 + + M-3x5 M-1.5x4 M- x5 8 0 1 10 11 12 13 � M-4x6 M-3x4 0.25" M-4x6 M-5x12(S) M-3x5 F,Q`�p PROFFS d � 5� �NG,INE�c,9 8-08-07 8-03-09 5-04-07 2-11-02 8-08-07 1-00 34-00 1-00 �� ,89782PE JOB NAME : PLAN 2545- 3 CAR - H1 Scale: 0.1729 WARNINGS: GENERAL NOTES, unless otherwise noted 1.Builder and amdion contractor should be advised ofail General Notes 1.This design is based only upon the parameters shown and is for an Individual -yOREGON o Truss: HI and Warnings before construction commences. building component.Applicability of design parameters and proper / A 2.2v4 compression web bradig hued be Installed where shown+. Ine=gn abort of amponent h IM responsibility a me building edatdesigner. y 3.Additional temporary bracing to insure stability during construction 2.Design assumes Me top end bottom chorda to be laterally bracede 11 �l gth by is the responsibility oftheerector.Addidonal permanent bracing of c'ntin and atIT rsuch as elyunlacebracedthroughoutr dry il(B). V DATE: 8/13/2015 the overall structure is the responsibility f the building de continuous sheathing gingor such as plywood shedhestin ares shoandwn tlrywell(BC). p b o g signer. 3.M Impact bridging or lateral braciig required where Mown.+ SEQ.: K 13 5 3 0 7 4 4.No load should be applied to any component until after ell bracing and s Installation of Im tiara hus"s..sof int.�os<cubic..nractonm.nt, fasteners are-plats and at no time should any loads greater than sign asumea TRANS I D: LINK design loads be applied to any component. 8.and ;i re for"dry caadi enn f ut ell supports tlg• S.CompuTrua has no control over and assumes no resposibiltty for the ew assumes 9 a da shown.Shim or wedge If y. EXPIRES: 12/31/2016 fabrication.handling, assumes hed subject to the installation s setfo forth by. 8.Date. s sited on beth ie trovlded. August 1 4,2015 6.This tlasgn is Nmishatl subject to lM limitations set lath by 8.Plates ehaa M located on hold hcsa of trues,and placed s their canter TPUWrCA in BCSI,copies of which wig be furnished upon request. linea coindda wsh joint center lines. 9.Digits Initiate site of plate In Inches. MITek VSA,Ino./Cor11pUTNS Soft Were 7.6.7-SP4(1L)-E 10.For Malc connector plata design vaWaa see ESR-1311,ESR-1988(MITek) Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property S " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths 1 /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 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. C1-2 c2-3 2. Truss bracing must be designed by an engineer.For Q-1/16' wide truss spacing,individual lateral braces themselves Q WEBS c3,4 4 may require bracing,or alternative Tor I T ck� m 1 p bracing should be considered. = o O 3. Never exceed the design loading shown and never �a u U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building H O P 9 9 For 4 x 2 orientation,locate s designer,erection supervisor,property owner and plates 0-'nd' 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. connectorlates. THE LEFT. p 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to Slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that Indicated by symbol shown and/Or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section Of the 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 spacing indicated on design. If Indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �_py 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 TFUSS Construction. and pictures)before use.Reviewing pictures alone snot sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013 r` F" Hd I 1 H3 (7) 18' 1/2" N " s M N � W W EA EJ2 H2(12) E13 5:12 w EX EJ5 E9 150 DRAG L EA loqDJ4 E12 5 8:12 DJ3 EA B2 (3) DJ2 0 8:12" DJ1 4 5: tt rie Q W LL rr Q 22'-3' r p 12'-0" 1U'-3112' 11'-11 1/2" I 11'-7`" C__�9ht CompuTrus Inc.2006 BUILDER: ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS LACEMENTJT SMITH 08/13/15 TRUSS CA COULATIONS AND ENGINEERED STRUCTURAL PROJECT 1752 TITLE: REVISION-1: DRAWINGSINIF RIENGI EER OF FURTHER PaeffliLumber 17529-JT SMITH-PLAN 2545-3CAR ELEV B DESIGNERMATI NEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS PLAN. DRAWN BY:JP REVISION-2: TO TRUSS CONNECTIONS.BUILDING 2545 / 3CAR-B 3CSIG Y:CKED BDEREVIIEW ANDIAPPROVE OF ARD TO & TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 1/8'= 1' 3 All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.