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Plans (113) S o/r Cruet-ice R ��ir �, d ..� ,, - _ , _ MI 6 rlit;N MiTek -Alli,,niNC: DrvNi(r.,, MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 Re: POLYGON PATIO COVERS 951-245-9525 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: K2778518 thru K2778519 My license renewal date for the state of Oregon is December 31,2017. 7GIN < \, 0PROpe�ti1F9 '7 4t* OREGON 4 LIQ Y 14 2°.‘,.v...4"mow FRRILL . -/AW,—deiglift Baxter,David January 23,2017 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" IBC 2015 MAX MEMBER FORCES 414R/DD F/Cq=1.00 TC: 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 BG: 2x4 REEF p16BTR SPACED 24.0" O.C. 1-2=( 0) 36 2-5=(-97) 62 3-5=(-233) 167 WEBS: 2x9 KDDF STAND 2-3=(-97) 82 LOADING 3-9=( -7) 3 TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX SORE BRG REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 92.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) -80/ 453V -32/ 9611 5.50" 0.72 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 7'- 6.0" -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. ICONS). 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L6180 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 f f SEASONED LUMBER IN DRY SERVICE CONDITIONS 12 4.00 2 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5x3 9 Design conforms to main windforce-resisting S system and components and cladding criteria. 'X Wind: 140 mph, h=20.9ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), iollIllrgIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII load duration factor=1.6,e End vertical(s) a exposed to wind, Truss designed for wind loads u� in the plane of the truss only. m N N 1 ae �7I 5 M-3x4 M-1.5x3 l ,I, l 7-02-04 0-03-12 l l 1-00 7-06 c��',° PR°Fe. "P . :920NGIN0PE 9 �'FR �O 2 JOB NAME : POLYGON PATIO COVERS - P2 Scale: 0.5695 1 1• 11111 et 11111 WARNINGS: GENERAL NOTES, unless otherwise noted: Truss: P 2 1.Budder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 7� ,OREGON � k and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x1 compression web bracing must be installed where shown w. incorporation of component is the responsibilby of the building designer. '1°' 1 Y 2.(/16‘>.-V- 2. Additional temporary bracing to insure stability during construction 2.D'-'sign assumes the top and bottom chords to be laterally braced at /O 7 ,4 DATE' 123 201] is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at10oo.respectively unless braced throughout their length by Me overall structure is the responsibility of the building designer. continuous2xIps sheathing such l b plywoodsheathing(TC)required colrshownand/or tlrywall(BC). ����'�� 4.No load should be applied to an 3.In Impat bridging or th lateral bracing required when •t SEQ. : K2 7 7 8 cj 18y component until ager all bracing and 4.Installation of hues 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 non-corrosive environment, TRANS I D: LINK design loads be applied to any componentand are for"dry condition"of use 6.Design assumes full bearing at all supports shown.Shim or wedge if EXPIRES: 12/31/2017 5.Comma,.has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components. necessary. d. 6.This design is furnished subject to the limitations set forth by 8.Platesnshalll be located on both faces of rusassumes adequate drainage iss,,end placed so their center January 23,2017 TPI/WTCA in 13C11,copies of which will be furnished upon request. lines coincide with pint center lines. MiTek USA,Inc./CompuTrus Software 7.6.8(1 L)-E 9.Digits indicate sae of plate in inches. no.For basic connector plate designa lues see ESR-1311,ESR-1988(MITek) I ' 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: 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 36 2-5=(-47) 62 3-5=(-233) 167 BC: 2x4 KDDF #1&BTR SPACED 24.0" S.C. 2-3=(-97) 82 WEBS: 2x4 KDDF STAND 3-4=( -7) 3 LOADING TC LATERAL SUPPORT <= 12"00. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 POE BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORS 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/ 96H 5.50" 0.72 KDDE ( 625) LL = 25 POE Ground Snow (Pg) 7'- 6.0" -36/ 307V 0/ OH 5.50" 0.49 ODOR ( 625) M-1.504 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (won). REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. !COND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. .. For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/290, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 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" l 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-1.5x3 4 Design conforms to m ) indforce-resisting M-315 3 -/ system and components and cladding criteria. Wind: 140 mph, h=20.4ft, TCD =4.2,BCDL=6.0, ASCE 7-10, Ii Li (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, End vertical(s) are exposed to wind, Truss designed forwind loads M-1.5x9 in the plane of the truss only. 1‘... o Truss designed for 4x2 outlookers. 2x4 let-ins N of the same size and grade a structural top M-3x5 chord. Insure tight fit at each end of let-in. igh....migil outlookers must be cut with care and are permissible at inlet board areas only. I on 0 2 .. 5 0 M-3x9 M-1.5x,3 7-02-04 0-03-12 1 1 l 1-00 7-06 .c.c. PROFFss �<0 �NEF9GIN /0 Iv� - :9200PE 9c' JOB NAME : POLYGON PATIO COVERS - P1 • 'A t.. Scale: 0.56951. WARNINGS: GENERAL NOTES, unless otherwise noted: �G 4,OREGON 04.. Truss: 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and Is for an individual A- Truss: P 1 and Warnings before construction commences. building component.Applicability of design parameters and proper N 2.204 compression web bracing must be installed where shown.. incorporation of component is the responsibility of the building designer. ,O 14 20� Q± 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at is the responsibility of the erector.Additional permanent bracing of 2'continuous and sheathing o c.respectively woods braced throughout their length). ��R R I LL' DATE: 1/2 3/2 017 the overall structure is the res bill f the buildin desi 2x Impa us gingr such as acing rplywood airedsheathing(TC)ereshown drywall(BC). responsibility o g goer. 3.2x Impact bridging or lateral bracing required where shown.. SEQ. : K2 7 7 8 5 1 9 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 in a non-conosNe environment, TRANS ID• LINK design loads be applied to any component and are or"dry condition"of use 5.CompuTrus has no control over and assumes no responsibility for the 6.Des ign assumes NII bearing at Cr:supports shown.Shim or wedge if EXPIRES: 12/31/2017 fabrication,handling, ry ` edismeecto e:,eeatios components. 87.Designassumesadequate on face is truss, January 23,2017 6.This design is furnished subject to the limitations set forth by S.Plates shall be located on both faces of Wss,and placed so their center TPIANICA in BCSI,copies of which will be Nmished upon request. lines coincide with joint center lines. 9.Digits indicate s¢e of plate in inches. MiTek USA,Inc./CompuTNS Software 76.8(1L)-E 10.For basic connector plate design values see ESR-1311.ESR-19B6(MRek) Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 13/4' Center plate on joint unless x,y P Y offsets are indicated. ( (Drawings not to scale) Damage or Personal Injury ijj Dimensions are in ft-in-sixteenths. 114k 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. O'�1fi, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 2:00 may require bracing,or alternative Tor I illErlEit p bracing should be considered. O O au_ 3. Nackr exceed the designnaeuateloadlyg shown and never d U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 C6-7 css l— designer,erection supervisor,property owner and plates 0- ',d'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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 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. bytext in the bracingsection of the by AWC inthe 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, 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 MiTek®All Rights Reserved approval of an engineer. vT reaction section indicates joint ® number where bearings occur. 111111111111111. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. 19. eps ,andRevipictureswall )beforeof usethi.Reviewingdesign(front,picturesbackalone is not sufficient.ortions DSB-89: Design Standard for Bracing. hi•Te■■�(� dt, BCSI: Building Component Safety Information, ■ 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.01/29/2013 r 6X6 6X6 _ E li A r.E cn N CITY OF A 9 R K y( AG DFVI Aon.. 31.111,. � 9.i ss.1+ n�'.' 'x 4'F 4, 594 STHD14 2x LEDGER Q ® F4 R MST37 MS-37-t) MST37 MST37 _�a 1f Y o Plan 5. _(R) MAIN FLOOR SHEAR PLAN & TOP FLOOR FRAMING PLAN Ipr=1 D ENGLISH REVIVAL-Optional Roof at Patio PATIO WIDTH VARIES PER LOT I-, P ® q wa w 0 0 0, i Patio N Ec 19'-534" it • a 40'-0" 11'-93%" 8'-103%" T I e -0 SL 4-0 4-6 SH / 6-0 8-0 SOD � I DOOR SLI&E IL--r I cYr 0 1 -- Plan 5, (R) MAIN, FLOOR PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio PATIO WIDTH VARIES PER LOT 3/" 83/ 6x6 PTP 7 r t 6> P,,POST �7: F -1--THICKENED SLAB61 i L__ EDGE a w 40'-0" 0 io • 14'-534" 7 ♦ w w rr ♦ -1'-3" z I-0.-71/2"I 3.1c CONC. SLAB T.O.S. D STHD7<� 0 STHD14 • 1/1I i I • ♦ 'I,--] • 1,--! r -- 1I yI Plan 5, (.R) 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. , E' V.I 6 5 f1 v iJl '`( iA1 _D o� i t 1 1 !Ill 1 CO aaCNI a— ti...I.I.I1�IIlllllllllllllllllillllllllmi I 18'-0" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 04/10/17 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DIGNERIE FOR ALL OF FURTHER � 5 PLAN PATIO ADD INFORMATION.BUILDING DES RESPONSIBLE FOR EER NRECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR uLNON-TRuss TO TRUSS CONNECTIONS.BUILDING I DESIGNER/ENGINEER FOFRECORD LLTO CHECKED BY: REVIEW AND APPROVE OF ALLTRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. A 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. 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 m Transmittal Letter Ifil T 1 ,,tt tis 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Dianna DATE C' I r DEPT: BUILDING DIVISION N` FEB 26 2018 FROM: Tom Dicianno CITY OF TIGAkI) COMPANY: Polygon Northwest BUILDING DI 'ISJIN PHONE: 503-577-4160 B .1/ RE: 16943 SW Larkspring Ln. MST2018-00022 (Site Address) (Permit Number) East River Terrace Lot 63 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: on 0 Additional set(s) of plans. Revisions: plat-Owl- 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 patio. Please pay fees owed with Trust Account. FOR OFFICE USE ONLY Routed ' it DInitials: l.% Fees Due: rA Yes El No Fee Description: Amount Due: Special Reprint Permit(pei PE): ❑ Yes Pq ►'o • P one Applicant Notified: 7 2I'T Date: c,2 ,„2_7 Initials: 411, - I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 I