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Plans (421) f\n5C 0f1_ 002-6S MIN MII --- \ 1 Li 5w rrc,(Al L til MiTeks' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: POLYGON PATIO COVERS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 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. � EPR oFFs rc•o� G NE /0C� 44, 89200PE 9r' 4.„OREGON b, fr 'O�9y 14 2-°v.4 FRRI0- 41011)„,(..1,) ,:e3g2it 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. s This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 6.0" IBC 2015 MAX MEMBER FORCES 9WR/DD F/Cq=1.00 TC: 2x4 KDDF f11&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDDF #1&BTR 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 3-9=( -7) 3 TC LATERAL SUPPORT 5= 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PST' BC LATERAL SUPPORT 0= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORT HAG REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. IES) 0'- 0.0" -80/ 453V -32/ 96H 5.50" 0.72 KDDFP( 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 lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/160 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" l l 7-02-04 0-03-12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" 12 f 1 SEASONED LUMBER IN DRY SERVICE CONDITIONS 4.00 l 2 MAX HORIZ. LL DEFL = 0.001" 0 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5x3 4 Design conforms to main indforce-resisting 3 system and componentsand cladding criteria. Wind: 140 mph, h=20.4ft, TCDL=9.2,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 in the plane of the truss only. in 0 29 m 0 1 jielllilidl * 3 5 M-3x9 M-1.5x3 k )' )' 7-02-04 0-03-12 1 y 1-00 7-06 y ��90 PR 0Fess �\c, �NGINEE9 /o 2 `r :9200PE 9r JOB NAME : POLYGON PATIO COVERS - P2 Scale: 0.5695 11. 11111 WARNINGS: GENERAL NOTES, unless otherwise noted. fe It Truss: P 2 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 �� OREGON �lv 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. rO Iq 1' ,2. ` �J 3.Additional temporary bracing to insure stabildy during constructionla)2.Design assumes the top and bottom chords s be laterally braced at / 14 T is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'oa,respectively unless braced throughout their length by ' DATE: 1/23/2017 the overall structure is the responsibility of the building designer, continuous sheathing such as aplywoodcing re airedsheathing(TC)and/or dryvrell(BC). 1// ' RR �� SEQ. : K2778518 0 No bait should be applied to any component until after all braci 3.2 Impact bridging or lateral bracing required where shown rg and A Installation of truss is the responsibility f the respective contractor. fasteners are complete and at no time should any loatls greater than 5.Design assumes trusses are to be used in a 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 respansibildy for the 6.Deign assumes full bearing at all supports shown.Shim or wedge if EXPIRES: 12/31/2017 fabrication,handling,shipment and installation of components. n sa ry 5.This design is furnished subject to the limitations set forth by 7,Desenhallbelcaedoneothfagelspruss, January 23,2 17 8.Plates shall be located on both faces of truss,and placed so their center TPIANICA in BCSI,copies of which will be furnished upon request. lines coincide with pint center lines. 9.Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.8(1 L)-E to.For bask connector plate design values see ESR-1311,ESR-1988(MiTek) e 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/DD F/Cq=1.00 TO: 2x4 ROOF #1&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 KDDF #16 BTR 1-2=( 0) 36 2-5=(-47) 62 3-5=(-233) 167 WEBS: 2x9 KDDF STAND SPACED 24.0" O.C. 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"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -80/ 453V -32/ 96H 5.50" 0.72 HOOF ( 625) LL = 25 PSF Ground Snow (Pg) 7'- 6.0" -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) M-1.524 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (son). REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. !COND. 2: Design checked for net(-5 psf) uplift at 24oc spacing. ** 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/290, TL=L/160 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" MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" 7-02-04 0-03-12 ` SEASONED LUMBER IN DRY SERVICE CONDITIONS 12 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" 4.00 D MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5x3 4 -,� Design conforms to mainwi ndforce-resisting M-3x5 3 system and components and cladding criteria. Wind: 140 mph, h=20.4ft, TCDL=9.2,BCDL=6.0, ASCE 7-10, 01100 { (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 forwind loads in the plane of the truss only. Zo Truss designed for 4x2 outlookers. 2x4 let-ins ou of the same slze and grade a structural top M-3:455 chord. Insuretight fit at each end of let-in. Outlookers must be cut with care and are permissible at inlet board areas only. o o 2�� M-3 r,9 M-1.5x3 1 ), l 7-02-04 0-03-12 1 l 1-00 7-06 y ��\\EO PROFFss ��<0 0AGINE$;9 /0 2 9200PE 9C' JOB NAME : POLYGON PATIO COVERS - P1 �� Scale: 0.5695 ' i � WARNINGS: GENERAL NOTES, unless otherwise noted: • Q Truss: P1 Builtler and ere ion cont actor shoultl be advised of all General Notes h s design is based on y upon the parameters shown and is for an individual �� OREGON Vk �lv and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing mus[be installed where shown+ incorporation of component is the responsibility of Me building designer. < '1}' 14 2. .Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at 3 u is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at lB a.c.respectively unless braced throughout their length by - DATE: 1/23/2017 the overall structure is the responsibility of the building designer. continuous sheathing or such as acing required uiredereshown and/or tlrywall(BC). �`R R I L- 0.No bad should be applied to an 3.2x Impact bridging or lateral bracing requiretl where shown+a SEQ. : K2778519 pDie any A Installation of truss is the responsibility of the respective contractor. fasteners are complete and al 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 bads be applied to any component. and are for"dry condition"of use. 5.Compulnus has no control over and assumes no responsibility for the 6.nese assumes full bearing an alt supports shown.Shim or wedge i1 EXPIRES: 12/31/2017 fabrication,handling,shipment and installation of components. necessary. This design is furnished subject to the limitations set forth by T.Plates shalumelatled neothi face ioprusis, January 23 2017 e.Plates shall be located on both faces of truss,and placed so their center TPI/WICA in BCSI,copies of which will be furnished upon request. lines coincide with joint center lines. 9.Digits indicate sbe of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.8(1 LI-E 10.For bask connector plate design values see ESR-1311,ESR-1966(MiTek) Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 13/ . Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury I i Dimensions are in ft-in-sixteenths. •4•46, 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. 0-116" 2. Truss bracing must be designed by an enesgineer.For wide truss spacing,individual lateral bracthemselves 0 A1 4 may require bracing,or alternative Tor I _ 0 CC bracing should be considered. -� () 4 AMIEIME 1 =O 3. Never exceed the design loading shown and never a0 () stack materials on inadequately braced trusses. H 0 p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 C6-7 C5-6 designer,erection supervisor,property owner and plates 0 ' �'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 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: Indicated by symbol shown and/Or specified. ed in ects,equal to or better than that SYP represents values as published by text in the osection 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. `ots,' 15.Connections not shown are the responsibility of others. Indicates location where bearings 16. not cut oraenr truss member orplate without prior (supports)occur. Icons vary but 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. Mel Mil MII,R, 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 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 sufficm. ient. BCSI: Building Component Safety Information, Teik 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 in N • O D O N- N li Lo O I- O< o cc 137" (2)TRIM 21%" ♦ 0 P4 6 STUDS '4 0 NciP 51.2 E.A. END QHDU, HDL4 HDU4 L -- T .---1 - 4 117' 4X�H/' 3 -4X1 1-)R3 __, 11 I I r TYP. Ar ADJACENT z-','-`\U ir- 0 I % ! WINLOWS .1)2Xe. KING I MAIN LEVEL SHEARWALLS Plan 3,. UPPER LEVEL FLOOR FRAMING 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio PATIO W1DTH VARIES PER LOT P q ® I � I 0 w Patio 1 o I 0 _I ♦ -18'-0 - I i♦ Ek- > ♦ 6'-1" 9'-5%4" x I-±7'-61/4" 4.-5Y2" I 4•- T I - ' 1 - 'T I I I ' 7-0 5-0X0X SL ._13-,:1-(4___.0, 5-05-0 F w 0 U-\ a 12 n� Plan 3, MAIN LEVEL PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio 37'-0" 6x6 PT 3/ PATIO WIDTH VARIES PER LOT 83�" 19'-0" POST . , 6x6 PT POST 4°� r--J e THICKENED f L--1 �t SLAB EDGE w 0 lo to 7 32" CONC. SLAB 5'-0" ID N W cc > H W p T.O.S. 0-7Y" 1-47 Q I- ' 1$ HDU4 P3 \ I • _.I r 11 �HIDU4\I7 I -- ----- r--- 7 13 '-ul 2%a"I MI L-4_-3 Plan 3. FOUNDATION PLAN 1/4"=1'-0" ENGLISH REVIVAL-Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 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. LEGEND V' — _... SEWER U�'.Il i IC _ _ J`;IC — _ a. - - ..3e PUE,TYP. ;,— STORM DRAIN 1 1 Il WATER ._..__.3a.e I �... ' ._ W MANHOLE msoss.,s.eea, a. I \I f-- - ■ CATCH BASIN S5 D' T - 19.50'— �/ (3)GOLDENRAIN STREET LIGHT NO. O" �p — — — I (.' .TREE/ I C — _ — =,ik_..-.-1 -I— — — — _27.00' ..I' KOELREUTER .moo STRAW WATTLE PERIMETER I I 3I „.:;.-..;.,.„..=.r.1,_ -7 3 IA EROSION CONTROLRIMET PANICULATA ' 1— �r FLOW DIRECTION ARROW 1 IF 1 I L _ 3 , . ��-y j STREET SECTION,SEE J `, f ' O CONSTRUCTION DOCUMENTS ,r 44 I , ,,' 5.00' \ 13.02' 1 �___�„,..�....._ .S 1,9105E p a ,i BUILDING:3D' f W_... SETBACK SUMMARY I Ix FF=343.91 i✓ 1 FRONT SETBACK: 12' /4 w SIDE SETBACK: 3' I @ �` Q STREET SIDE SETBACK: e' UR@ _ FRONT GARAGE SETBACK: 20' o I GARAGE — ` 5: FRONT PORCH SETBACK: g iff ,' .. REAR SETBACK: 15 PO T- ( L.REAR COVERED PATIO SETBACK:10' 6.00 — 3 '----L_-_`, - 13: 3 k ..w. PUE,TYP. {{ m I — –16.50'– Ff ; 1 VISION LOT COVERAGE: R — — 20.00 _ y CLEARANCE RIVER — —� 6j�@y t TRIANGLE -1 I - :/ LOT AREA: 4,910 SF TERRACE 4 1111 �/ 3a.7 4 kl ' 1 ' n,4� j BUILDING FOOTPRINT. 1,569 SF EAST Y., ..C3n e "/! COVERED PORCH: 39 SF •m A ` WATER METER L (1)YELLOW WOOD/ COVERED REAR PATIO 144 SF v -..s,. STORM LATERA --CLADRASTIS KENTUCKIA „, \ CANTILEVER LIVING SPACE: 14 SF 0 S, - 44 SANITARY LATERAL I ''> 1 DECK AREA: 0 SF PLOT PLAN e: O 4 '4 �' ;S ::::: 1,766S3614� :$1111. � " � � � 1.374 SF E POLYGON NORTHWEST(503)221-1920 a ...,,.: 2S1W6oa.. CON.m - ON LOT 44(R-7,STANDARD) SCALE p-_.____ - RIVER TERRACE EAST INCH rzOFEET U 16944 SW FRIENDLY LANE