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Plans (60) M S 7 2 /s'- O&L Li /4 7 53 SIJ LG��l / 1A3 TRIANGLE SHAPE A INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE ,qo--;;' 40-00-00 (4:7,\ 24-00-00 1 16-00-00 \ \, 13-06-00 26-06-00 /'� .TQ' \. "a i i 1 I _ jj J }f S I 14/12 \ 4/12 Vault /— C°2 N O V 1 9 2 015 ...,:,o,-11-4,.� 3 n Garage Left a—��,�_113-o6-oa / \ 8/12 — �..., a �i n a„k D 71:19::::1;:w n5 ,� ^ Use LUS24 Hangers UNO DN �ol7 ,__� �9 o \T —4 N. co N r <, I --- — — - r— — -- � H in —1 coo Z m 3/12 Vault _� _-- ��— �l cos ��a �.. 0 o m -x to .1--- --t '--- V) c b 7 o I .�_- I - 9 (NIo U — IF 6/12 6/12 —I o z O x— —o a o o 0 M1y_ I_�__—_--_ '- ---__ _-_--- i—N a) r^ C cn O 5) el— _ 1r))ma TIM 802 I- '=-A,1 3 1 - ___--„-1-------TOT i EMIC 001 f - - - N 6/12 I _.--_I _ E' cc p TC LL=25 6/12 I 9 Ca > TCDL=7 1:ui - w a BC LL=0 tail 2 o1a-00-o0 14-00-00 12-00-00 M Q.DL=10 , Total Load=42 40-00-00 °- Wind Speed= 140 mph ` _ 20-00-00 8-00-00 Exposure=B 1 i i -a Roof pitch=4/12 6/12 8/12 Overhang= 18” DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS e1 MiTek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1507260 Pacific Evergreen Homes The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K1499568 thru K 1499572 My license renewal date for the state of Oregon is December 31,2016. Lumber design values arc in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. '<<FNN0 PR O��S<S Fh� /D2� 89782PE r 7 OREGON 1/0 oy Q 1'A UL October 30.2015 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/TP1 1. MEM AWIZIMMtr M Fre 1('') MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1507260 Pacific Evergreen Homes The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K1499568 thru K 1499572 My license renewal date for the state of Washington is December 20, 2015. Lumber design values are in accordance with ANSIITPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 4-`'PAUL fi ,p 51976 O v °,4, 4'G ST1;Rti • October 30,2015 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 I. • Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 31 /" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property h a offsets are indicated. ( (Drawings not to scale) Damage or Personal Injury � IMI Dimensions are in ft-in-sixteenths. . • 114046. • Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system.e.g. • and fully embed teeth. diagonal or x-bracing,is always required. See SCSI. • TOP CHORDS • 1 2. Truss bracing must be designed by an engineer.For �"/16rr )14 wide truss spacing,individual lateral braces themselves may require bracing.or alternative Tor I _ I 0 bracing should be considered.• 1111MAW O 3. Never exceed the design loading shown and never • �� U • stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr s ce cs 6 designer,erection supervisor,property owner and plates 0 'Id' from outside BOTTOM CHORDS another interested parties. • edge of truss. 8 7 6 5 • 5. Cut members to bear lightly against each other. • 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint end embed fully.Knots and wane at joint •• required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. • connectorplates. 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 PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate I 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular i ESR-131 1,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to • • to slots.Second dimension is 1 ER-3907,ESR-2362,ESR-1397,ESR-3282 1 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 in all respects,equal ro or better than that • si�� Indicated by symbol shown and/or 1 Trusses are designed for wind loads in the plane of the spec tied. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheothea or purlins provided at • output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, • g or less.if no ceiling is installed,unless otherwise noted. BEARING established by others. 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 MiTek®All Rights Reserved approval of an engineer. ��� reaction section indicates joint Mr=li number where bearings occur. ' 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. il '110.=.4q. 18.Use of green or treated lumber may pose unacceptable I.M."-.11environmental,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 iDSB-89: Design Standard for Bracing. s nal sufficient. BCSI: Building Component Safety Information, fair Mi 20 Design assumes manufacture in accordance with • Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek.Engineering Reference Sheet:MII-7473 rev. 10/03/201 5