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Plans (112) 4 /45 roLD I? - 00.2-67,_ MiTekC MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: POLYGON PATIO COVERS 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: 1(2778518 thru 1(2778519 My license renewal date for the state of Oregon is December 31,2017. c4C"ZA)4.64jore. ,�OREGON t. ��a <O '"/}" 14_,:/°*‘ Q4 MRRIL1- Q' January 23,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. • • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 6.0" IHC 2015 MAX MEMBER FORCES 9WR/DD F/Cq=1.00 TC: 2x4 KDDF f11&BTR LOAD DURATION INCREASE BC: 2x4 KDDF k168TR 1.15 1-2=( 0) 36 2-5=(-47) 62 3-5=(-233) 167 WEBS: 2x4 KDDF STAND SPACED 24.0" O.C. 2-3=(-97) 82 LOADING 3-4=( -7) 3 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 POE BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 00" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) -80/ 453V -32/ 96H 5.50" 0.72 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) ** For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/290, TL=L/180 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0,100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.195" @ 3'- 9.5" Allowed = 0.438" 7-02-04 0-03-12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" A 12 f SEASONED LUMBER IN DRY SERVICE CONDITIONS 4.00 2 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5.c3 4 Design conforms to main windforce-resisting 3 system and components and cladding criteria. III Wind: 140 mph, h=20,4ft, TCDL=4,2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp,B, MWFRS(Dir), load duration factor=1.6, End vertical(s) are exposed to wind, Truss designed for wind loads N in the plane of the truss only. N �l O M-3;;4 M-1.5x3 J. y l 7-02-04 0-03-12 J. y 1-00 7-06 y ��.Ep PROpE, w�\� -NG1NEER >� 2 �' :9200PE �' JOB NAME : POLYGON PATIO COVERS - P2 Scale: 0.5695 < _... WARNINGS. GENERAL NOTES, unless otherwise noted' �p Truss: P2 1.Builder and erection contractor should be advised of all General Notes 1.Th6design isbased onlyupon the parameters shown and isfor anindividual 7/ OREGON K �W and Warnings before construction commences. building component.Applicability of design parameters and proper 4 y 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 2. ` �4 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at /.O 1 4 DATE: 1/23/2017 is the responsibility of the erector.Additional permanent bracing of 2'o c.and at iG o.c.respedivey unless braced throughout their length by �], the overall structure is the responsibility of the building designer. continuous sheathing such as acing required sheathingre shown d/ortlrywa ll(BC). [� L\ tJ 4.No load should be applied to an 3.2x Impact bridging or lateral bracing requiretl where shown++ FI 1✓ SEQ.: K2778518any 4.Installation of truss is the responsibility of the 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 I D: LINK design loads be applied to any component. and are for ary conanloli'of use. 5.CompuTms has no control over and assumes no responsibilTy for the 6.n esassumes lull bearing at all supporta shown.shim or wedge if EXPIRES: 12/31/2017 fabrication,handling,shipment and installation of components. ry' 6.This design is furnished subject to the limitations set forth by 7.Design assumes adequate drainage is provided. TPIM7CA in 6051,co f upone.Plates shall be located on both Faces of truss,and placed so their center January 23,2017 pies o which will be furnished request. lines coincide with pint center lines. MiTek USA,Inc./CompuTrus Software 7.6.8(11_)-E9.Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 6.0" IBC 2015 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x9 KDDF #1E13TR LOAD DURATION INCREASE= 1.15 1-2=( 0) 36 2-5=(-47) 62 3-5=1-233) 167 BC: 2x9 KEEP 816BTR SPACED 24.0" 0.0. 2-3=(-97) 82 WEBS: 2x9 KDDF STAND 3-4=( -7) 3 LOADING TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT 0= 12"00. UON. DL ON BOTTOM CHORD = 10.0 POE' BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" 0'- 0.0" -80/ 453V -32/ 960 5.50" 0.72 BRIE ( 625) LL = 25 POP Ground Snow (Pg) 7'- 6.0" -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) M-1.5x4 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (uon)n REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. !COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. zz For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-1)/180 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.195" 0 3'- 9.5" Allowed = 0.438" 7_02_04 -A03-12 MAX TC PANEL TL DEFL = -0.250" 0 3'- 9.7" Allowed = 0.656" ,( SEASONED LUMBER IN DRY SERVICE CONDITIONS 12 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" 4.00 . MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5:;3 4 Design conforms to ma) windf orce-resisting M-315 3 system and componentsand cladding criteria. Wind: 140 mph, h=20.4ft, TCOL=4.2,BCOL=6.0, ASCE 7-10, 10 1 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, End vertical(s) are exposed to wind, M-1.5x9 Truss designed for wind loads N in the plane of the truss only. 11 co o Truss designed for 4x2 outlookers. 2x4 let-ins ill °Hid' ce of the same slze and grade as structural top M-315 chord. Insuretight fit at each end of let-in. Outlookers must be cut with care and are permissible at inlet board areas only. 71 I: Mel ''-gllaIII=11M11=IIMIIMIIMIIMIII 111 rn 0 1 0 M-314 M-1.5x3 l l l 7-02-04 0-03-12 l 1 y 1-00 7-06 - 4 o PR pFFss ,F\� �AGINEF'9' y0* Q :9200PE 9% 1:1 0111,•000:i i p...I el I I I I I 1.1.. JOB NAME : POLYGON PATIO COVERS - P1 ' Scale: 0.5695 • to - VP 1WBuil OB: O. hRAL NOTES, unless on the parameters rameter "p� , OREGON ��� Truss: P 1 Builder and erectioncontractoronoala bead feed or all General Notes This design is based only upon the pa amepar shown and is bran individual and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown incorporation of component is the responsibility of the building designer. IO )/ 1. 4 4 2 0 �4 Additional temporary bracing to insure stability during construction 2.Design assumes the[op and bottom chortle to be laterally braced at 3. a the responsibility of the erector.Additional permanent bracing of 2'o.c.antl at 10'o.c.respectively unless braced throughout their length by ,,�„ .R R I Oti DATE: 1/23/2017 the overall structure is the responsibility of the buildin tlesi continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). g gner. 3.2x Impact bridging or lateral bracing required where shown x< SEQ. : K2 7 7 8 519 4 No load should be applied to any component until after all bracing and 4 Installation of truss is the responsibility of the respective contractor fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used Ina non-corrosive environment, TRANS ID: LINK design loads be applied to any component. and are for"dry condition"of use. 5 CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if EXPIRES: 12/31/2017 necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. January 23,2017 6.This design is Nrnished subject to the limitations set forth by B.Plates shall be located on both faces of truss,and placed so their center TPI/WTCA in BCSI,copies of which will be furnished upon request. lines coincide wgh joint center Imes. 9.Nits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.8(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) Symbols Numbering System A General Safety PLATE LOCATION AND ORIENTATION Notes Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths /a y I Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Ilik. 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. 0-/16" C1-2 C23 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 11)%_ may require bracing,or alternative Tor I °IiihiL1110;°421 bracing should be considered. ■ 3. Never exceed the design loading shown and never O a0 stack materials on inadequately braced trusses. For 4 x 2 orientation,locatemommarnmmummmsammimmrtm. O 4. Provide copies of this truss design to the building BOTTOM CHORDS designer,erection supervisor,property owner and all other interested parties. plates 0- 'h/'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each �� required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locatons a eregulated oint and emed byKnots ANSI/Tand I wane at joint Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 resp10.Camber is a non-structural consideration and is the to slots.Second dimension is camber ity trussldeflection.fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: SYP represents values as published in all respects,equal to or better than that / Indicated by symbol shown and/or specified. by text in the bracing section of 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 spacing 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. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior liki MOO reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. inIn 1...--:-.44k. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal IVIII 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 sufficient. BCSI: Building Component Safety Information, • Guide to Good Practice for Handling, miarek„1„ 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 r 6X6 6X6 o w • N o O K V Ni N 0 0< rt 4, S9.Q STHD14 2x LDGER Mu/ft " MST37 MST37 MAIN FLOOR SHEAR PLAN & Plan 5_ _.(R) TOP FLOOR FRAMING PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio ♦ PATIO WIDTH VARIES PER LOT r 4 p e q W w 0 lo Patio v) w 19'-5%4" & 40'-0" 11'-9%" 1 8'-10%4" 6•_4" 1. —O SL 4-0 4-6 SH y„ = 6-0 8-0 SGD — — � 18 DOOR SLIISE L__� r�lo 1 ____ Plan 5. (R) MAIN FLOOR PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio PATIO WIDTH VARIES PER LOT 1' ;I6x6 PT FO�T _6 S PT POST r r——-I THICKENED SLAB 0 L— EDGE a. w Lal o 40'-0" la • 1 4'-0" x; 14'-53/4" ' cow > • -i'-3" z I_O'-7W„I o 31¢" CONC. SLAB • , /—STHD1, '�� p4 STH014 I/I I I )'> • • • L./--j/ \I:7c: • • r • Plan 5, OR) U FOUNDATION PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. ..X.. v LC.. 1\ ,--, 1/41) kr. k., I / \I I AI H A II It -II TE 7 r- A ,........, CO ........ CO CO 1 17%. F..... 0_ / / CL a I , I I I a _ I 1-- 18'-O" --1 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 04/1 0/17 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND - ENGINEERED STRUCTURAL dimliC ';k PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 3 PLAN PATIO ADD INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD Ulli la: '' umber PLAN: DRAWN BY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS BUILDING I CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS k COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 3/16" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 077—. = ..., ,---1 Cr (-J .....0 F:1" 01"0 V-0 -•"' .) Voir/gal LI— itn FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter T I c 't f 1) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Dianna DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FEB 2 6 2018 FROM: Tom Dicianno CITY OF TIGARD COMPANY: Polygon Northwest BUILDING DIVL : ,: PHONE: 503-577-4160 B ®j RE: 16904 SW Friendly Ln. MST2017-00266 (Site Address) (Permit Number) East River Terrace Lot 45 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: opies: Desoption: 0 Additional set(s) of plans. Revisions: pleicaeft-- 0 Cross section(s) and details. 0 Wall bracing and/or lateral analysis. 3 Floor/roof framing. 0 Basement and retaining walls. 0 Beam calculations. 0 Engineer's calculations. 0 Other(explain): REMARKS: Covered rear atio. Please pay fees owed with Trust Account. aoD FOR USE ONLY. Routed to Pe • 't Technician: Date: Initials: Fees Due: 1'I Yes ❑No Fee Description: Amount Due: $ -a9 reiai Special Instructions: Reprint Permit(per PE): n Yes 4o ❑ Done Applicant Notified? y Date: 62--/-27// Initials �( 1 I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012