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Plans (66) I 7 765- s 12c--/Ar Ms7 X76 - oai -7 q LEGEND: —ss SANITARY SEWER Pacific Commun i ty —SD STORM DRAIN Design —w WATER LINE g ® • MANHOLE 12564SW MainStreet Tigard,OR 97223 TAX LOT: 1900 IIICATCH BASIN [1]503-941-9484 TAX MAP: 251 W06 + STREET LIGHT DA1E` 12/14/2015 254.6 REVISIONS —251.7 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - - - - - -50_0' C EROSION CONTROL /l STREET SECTION, SEE J © CONSTRUCTION DOCUMENTS 32.16' I -- i— - F _____ ____ I SETBACK SUMMARY 1 I FRONT SETBACK: 12' ' _ I SIDE SETBACK: 5' I I STREET SIDE SETBACK: 10' 1 i I 1I REAR SETBACK: 15' 1 I I II N I PORCH SETBACK: 8' i 'r 11 i ' GARAGE SETBACK: 20' 1 I I , 1 I 95 i °n 94 / o^. ; 93 0 1 I 4,872 SF I I I - [ I : BUILDING: 5D 1 II I k- v, 5.00' i FF= 259.53 II 1 5.00' , p-4 11 LOT COVERAGE: Csi O I I I I N GARAGE i I 0, — r---Ir--- J IF i LOT AREA: 4,872 SF N Oil--_ i _ 11 ; I POLYGON AT G I = ---- --%PORCH I 1 I I ' (--I 4 BUILDING FOOTPRINT: 1,826 SF �I �---z r1� WEST RIVER w I _, 6.00' - COVERED PORCH: 54 SF TERRACE N , 20.00' 17.00' 1 PUE 0) — I -1- =15.42'- - I— _— - - - - - - - 3 258 1 ! I . NTILEVER LIVING SPACE: 12 SF 3' ROOT PATH �j—�& --- SIDEWALK . - - %-an % 50.0' `.!I i� . COVERED PATIO: 0 SF _ PLANT (2) STREET l� �� iti�� _�i ia��ii; C,1 TREE: 2"CAL. im►��i ��m �� l;�[r—� 255.8 I�M � ��[ DECK AREA: 0 SF KATSURA TREE/ � ��!1�M��it°I/�� IMAM' LOT 94 r� — J�\�:;ice CERCIDIPHYLLUM JAPONICA -,ir '��\ woir TOTAL COVERAGE: 1,892 SF0. PLOT PLAN LVII --� 1� 38.8 % I WATER METER SANITARY LATERAL 0 D I SD SD STORM LATERAL CA) SW 175TH AVENUE '28.00' IMPERVIOUS AREA: 2,658 SF *6 �_ 1 SD I ti`- 107. A � \ ry� • Ci e INEWAI7/ �/—/ 1 ik I_ _., I;- rn POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD 2S1W6Approved by PI nning PROJECT NO.: 395-029 TYPE- CONSTRUr- LOT 94 (R-7, LARGE) date SCALE REVIEWED BY: Initials: LS '° ° 0 POLYGON AT WEST RIVER TERRACE I Z 13765 SW 175TH AVE 1 INCH=20 FEET r "== �= PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- **pr. II :Wolk/ rneered wood These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. Q f eri9' ptnd1JC15 forhxiov's buikier- .w>.+ ,I � rwn oye The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber 4 .sy„„ 'I' I moa ea. a Company,which retains copyri¢itsto,and ownersMpofthe plans.Use Wthese plans byany other C RIGiDI.�RM L1lL Ri IDRIM:. 'I�, ' „-„n,,, ______ „lig eaun,�Ia_w�rcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ��■■■■C■■ --__ w.G91 TO OSTAs vo. copying of these pians,infringes rights under the Copyright Act Infringes face liabilities that include , iv >20seaNA6 foara<a7YROMICTs anaeerne6 r+>rEeTasapuets aeon TO rosr-sous �� > `� penalties of up to 520,000 Per work infringed,and 100,000 per work infringed willfully. RFPI-Joist a_a...... Ili /�\/ • MAY 0 2 2016 I mOstagINGIORMPRoMets /t /I / CONTRACTOR NOTESr pC5I6NNOTeSr � �+*y 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS T �• ' CITY Of AtlL� 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ` �sDIVISION' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD nrrrBLOLKN6 ruatLs I'9TN ElEARNb MALL ABOVE POST LOAD TRANSFER PETAL MAIN FLOOR (�[��j 3)ALL BEAMS PER DESIGNERS(UNLESS NOTED OTHERWISE)PLAN DEFLECTION CRITERIA Krs. N.T.S. SCALE:1/4'-1'-0' B�1 ij 17 4)USE CAUTION WHEN CUTTING OF L/480 FOR PLUMBING FLOOR LOADIMS: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD Th9'5ISAPL CEMENT PLAN ONLY 3Opsf IVELOA$ 30psf LIVE LOAD This itect is to btr used in con. eriwith 1 2psf DEAD LOAD I I START START Architectural/Structural plans.Verify all I I FRAMING FRAMING I I shear wall blocking placement and connectors. ROOrLOAPINdv I Purchaser responsible for approving this 25psf LIVE LOAD 'PATIO HERE HERE PATIO' ayout prior to any construction 1 1psf DEAD LOAD € ....-- _..... _.... 1. J'S - -- gg�� F3 J13.....R1 R 1 _..- --------- --- ---------- -J4'- - t .. .. i� -15 H -- R®i -- - __ J.5 _._ ...---- -JA r ngii fp 67 - -I _:: = 6.t- a -. .'-e -- _ 1 [[ 3 ed -- --�J 5-- _- ...- ----.-.—.. ---- .J- "3t--1 V V U O - O O Fd li iii A .. :. ..._._.—. ......._ -.11 -� T''1 h ..- -,.} PI i1 J2 _ r 4j Eat - - J2-µ -- ._._-.._.. t n _ . J2! - tea I i { P Q3-- P 1I ft--.12-- --,1 yy��- -— �vl J2 / ___..- __ ,j2. :::_ ... H-42 1 J2 - - - J2- ' !"- il . I 1 J 2 - J r --- - I f7=....,..==.....41.---- JB2 I PORCH r R.1 PORCH i 1 IMPQgT4 77 I I L I -I REFERENCE FOR ALL FRAMING PL 14-12 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON SD Mrk a Material Width Depth &rade ON Gut Lth Tot Lth - LE6END: 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 b 1 6 �\ 83 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 24 1SHE'WHERE PLATE NAILING E I Pace umber ( H }--HANGER GALLOUT 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 ISHEARVJAL!ABOVE EXCEEDS ONE �® R1 OSB Rim 1 9 1/2 10 1 6 160 ROW,PROVIDE ACC'_BLOCKING OR i -SUPPORTING POST J1 RFP1-20 1 3/4 9 1/2 13 12 1 55 'WIDER RIM MATERIAL AS REOD. 1 & TRUSS_ COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 13 20 260 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 u c^- CONCEPT J4 RFPI-20 1 3/4 9 1/2 3 14 42 1DNFOR.5T:�0.o.t,h:.Odd C LB -LVL BLOCKING C;NSORS TO DESIGN CONi_P'Nfii 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)855-9663 .+B -JOIST BLOCKING B 1 BLKG RFPI-20 7 3/4 9 1/2 25 3 75 REVISIONS AS SHOWN PLAN DE.SGRIPTiON/NUMBER: 5D ig CONFORMS TO ca.,,wex21.1. D NON-CONFORMING-RF.ZSE Al ABLiPIT J -JOIST GALLOUT JB2 BLKG 1.75 LVL 1 3/4 4 1/2 1.5E 6 3 15 xcwurrrcFvCUSTOMER POLYGON C.7.01.5 n - 9: DOOM:u EEO n-r;e TOR ac 9:a7i SMIME PLAN DATED: 2/25/14 B -BERM(FLUSH w/JOIST) Accessories 0...co fmon*-"r"so.rdo o'"n a'°T't Os1:n ts.P m MT SIS gas i E 555E 5 n fOP71J.1t"R!'**TO 7*:IFKa:,i:L'?'FOR t_WTSMAILE NM 11E HDR -HEADER(BEAM BELOW JOIST) H 1 THO 1 7950-or-ITT9.5 4 ;,, - ;es:sa cexrw<-u0 F3c.ranan ri r w:cx MIS al,Elry BBO-BEAM BY OTHERS ->�+.,- ,ER rax xw orm, C.--4.M.!..4 rt1sr x:rE_as:ec, DE51f'NFR KAML HENOg25pN DATE: 9/25/14 �-�.�5*55,"` ,, 9nzt„ y: lova R.E.ca. -.:srot r 12,251, p MItDRiNDT ARCHITECTS CT ENGINEERING INCA PL 1 4-9 2 (MAIN) SHEET': 1 of 1 POLYGON 5D . P114-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE Products 1 PIotID Length Product Plies Net Qty RI RM1 48-00-00 1"x 14"APA Rim Board 1 1 E DeiRM1 40-00-00 1"x 14"APA Rim Board 1 1 '( RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board = 2 t RM1 8-00-00 1"x 14"APA Rim Board 1 1 6 k RM1 4-00-00 1"x 14"APA Rim Board 1 2 — $s' 'CL! h N f RM1 2-00-00 1"x 14"APA Rim Board 1 2 g 0 � n �o BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL 1. - LL ._ LL 3Si — L 1 ILL BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL.. opop ` 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam 1.8E 24F-V4 DF/DF) BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 I BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 t o I I 1 t t, o I BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 4 x* 4► 1= a M _ s ¢ BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 -M 1121 . LLV ' Ja. BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �I O 0 I O -'a' i BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 � f BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • ��„ . al _s '� •� sF BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i ''� �� - �"' i"' 0 '0 BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 pi 3 O� F0 021C0 .- ® i I ; BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 Q, — — — 1 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �` o � � BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BK _-IBMs' r :' - BM11 4-00-00 BBO2 1 1 Ti1iii , t ,a ,. = RM1 RIM BOARD 15 DL t ...1 _ R:,_ ACCESSORIES QTY T II € TH017140-2 26 r. • $ '� o R 0 ITT14 3 -i- ;.-• i 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' o a o o 011 LL LL IN r 23 o ;i. m y © HGUS412 m liE 1 f I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I9. REFER TO STRUCTURAL PIAN FOR ADDITIONAL i 11,11 $ POST TRANSFER BLOCKING _ — — . R'; ��.-x, AND SHEAR BLOCKING REQUIREMENTS. L: �_ _ —00 —�_" — ��. 0 �■ ^k �� € --@� C: £c s— —g I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. �RM1� s s IBMS' e & IFLOOR DESIGNED TO MEET OR EXCEED 1J480 DEFLECTION CRITERIA! +a WHERE PLATE NAILING AT it r -' _ - SHEARWALL ABOVE EXCEEDS ONE _11; _ M iROW PROVIDE ADM_BLOCKING OR I I I. . : ?WIDER RIM MATERIAL AS REQ'D. ' D CONFORMS TOISIG11 NCPT JOIST WITH RIM 0 CONFIRMS TO ISM CON�f wrn:: REVIS1ONSAS SHORN (24x36 SHEET) SCALE: 1/4" = 1' 0" I3 an„rc..arsol.16 w,m.r D CONFORn'ENG-RE:SE AND RBISMIT Nv0 "" xon.m"covcmr WM 13E SM:'M 1%3F a3M 1^ Il".rGE ORA 22211FFE Rornaa47,7,4e-Nv"-.4....,. „17'07.421.CFEI of 5 0YT NE T:0:A.IC X�A+ NT. Pa� unbar NoNAMF.C2 if RE�t6 BJ'r rOo,......2 9'F/E S 24210C A O I oAtr.11:u<F k0 0!RYE ER1 4:0 :m�vew"xw Ni'R 'F.f_.c NAM. 'k I to;Rr;-YGIFY s1i E6CME:G1.. 0, .....r.:W N. 0222. Of Todd R.Ea Ran ane:AWN.1e xu & TRUSS. COMPANY k11RRANDI ARCHITECTS CT ENGINEERING INC POLYGON 5D PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS I START FRAMING HERE > Products PIotID Length Product Plies Net Qty 12M1 M RM1 48-00-00 1"x 14"APA Rim Board 1 1 � RM1 40-00-00 1"x 14"APA Rim Board 1 1 3• - t RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 k i i RM1 4-00-00 1"x 14"APA Rim Board 1 2 O.1 U. P RMI 2-00-00 1"x 14"APA Rim Board 1 2 Oa U. c U. "' o U. n BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 L' i LL' = LL ti' BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o' o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t _ _ ,t;' BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM I: 1 Xi - a BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 B oAi _� BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ,...11.1 s. °: _ BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o s '► t BB BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m €�� BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 El = 0 g C5 t p �(a t, BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 - I1. BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 O t BM3 5-00-00 3 1/2 X 14 BIG BEAM 1 1 11€ IBM51 I r 4 BM11 4-00-00 BBO2 C ' iL 4. • 'T ii:1- _ -_-_ R�II = =—_ = FLOOR LOADIN( II SKI RM1=RIM BOANRD 40 LL 15 DL • I i I I I _ ( t ACCESSORIES QTY r s t I QA TH017140-2 26 g �� « c.� �.I Q TET14 3 € , c.l :1' LL' -, ii LL 1 _ 8 r 8 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' r M r, AI o a a- c © HGUS412 1 i;:J m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I FER TO STRUCTURAL PLAN FOR • BLOCKING 1� H _ 11 --6 0 {74 -�i/7). I C ATA RE AND SHEAR POST TRANSFER REQUIREMENTS.0NAL tl . �` ■I' _-- ---11-- - WI -— 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. R.� _ =a== �-�� =�=.11 !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI ;rM � --EKT"- ---_� WHERE PLATE NAILING AT © SHEARWALL ABOVE EXCEEDS ONE � __- W ROW,PROVIDE ADM_BLOCKING OR I i — i ,:�. WIDER RIM MATERIAL AS REDD. O EDIFY/HMS TO DESIGN 500NCEFT JOIST WITH RIM ® MFORMS TO DESIGN CCIN—KITH RWISID9S AS SHOWN (24x36 SHEET) SCALE: 1/4" = 1' O" g CONwPARSTO,�r,cor�,T O Ia0H-;AMORMING-RF24E AND RESJ MTT EPS SRE?MAPP10 WS BER RIME:ROA IDVAL Ei..FONWCE I 0 MO.Cout=m.=mt-"n�[a Nrt CTM T 'C GGt Sfi4.10:0 RC 0.S R7.E E '<4 P ifi: ember I,..,„,..m.„,,,„,.„,,,,..... .,„...,e+�mon FMS GT.P FRO°.Ti?_ETCtIB:-IT RR COFTB14JLE KO,PE rrsuaromnn saerl.+rn<vrw� EES vR ll PCI Ai L/. P0515511 A.. $T F N.1T TICCI ms,,,vmnamc,:er,=:mstt.vei„.= VG o&so PLACER EOORKTO4 Ma<4.74 ALL i:1EIEZMS .a.- a hiw c.. nm. , Toad B.1etm a.-, swterwr 19.2014 [.O M P A N'" MIIRRAH01 ARCHITECTS CT ENGINEERING INC ac TRUSS.