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Plans (14) /Lt 5T,.vrG • OG05-3 ( 373W / 72 e "PT-- LEGEND: —ss SANITARY SEWER Pacific Com —SD STORM DRAIN DesiDesi unit Dtin —W WATER LINE . -� �- 12564 SW Main Street © • MANHOLE Tigard,OR 97223 o 4 �- ■ CATCH BASIN ITI 503-941-9484 — — - DATE: STREET LIGHT REVISIONS �. Ati 20 .00 19.00' 1394 TRACT I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 257.8 s� 60 3.00' EROSION CONTROL -1 4.00' 259.2 PUE Rtv _.`�� 40.3' — _ — — Z� ,. i� r . -1 f TT= 7 7--T 11-----_____ FEB I I 20'5 i1 IIGARAGE i I I I iI 1 I i SETBACK SUMMARY ;t 0= i' Ii FRONT SETBACK: Iel SIDE SETBACK: 3' 1+ ; I I ; ; ; , STREET SIDE SETBACK: 8' b� I I I II I I I I I ;I REAR SETBACK: 3' I i i i —Ji �s L 7 I PORCH SETBACK: 8' 1 52 7.26' —TI i I 00 I ( ; o l� I 51 I aII 1 I ,:// I i cam, l; ; 3,221 SF i I oro i 50 a ; BUILDING: 2610AR ; I ; I' ��,, I ; 11 I FF= 260.07 I I I ', I I <I I - I 4 ; I I I ; , II ND li Fs 04 . I I Hr i!PORCHI N - I I1--- -, it—if-1-r.. --=-2..,-1 I I�I LOT COVERAGE: N I I s ,_ J ' 1 1 ---_ o C,1 o) fi o 1 , li i OLOT AREA: 3,221 SF ;� ��� �__}� 1 - — I ( _ 6.00 I -- POLYGON AT o A \\ i 22'00 20.00' I ( I —PUE I BUILDING FOOTPRINT: 1,304 SF —1 �.." I WEST RIVER W SIDEWALK i — — , _ COVERED PORCH: 49 SF N =� 40.3' e - 111L— o 1 TERRACE `• 256.2 ° 25$.6 - CANTILEVER LIVING SPACE: 0 SF 13. ,1;iI ., ... .1.6. i � DECK AREA: 0 SF 16. M .W M�_ M VII M NV / TOTAL COVERAGE: 1,353 SF STORM LATERAL NAM/ Ny WATER METER / SD cn T— SD LOT 51 Q SANITARY LATERAL • PLANT (1) STREET 8. 42.0 % PLOT PLAN IP, A TREE: 2"CAL. ;� 28.00' a , SW 172ND AVENUE GOLDENRAIN TREE / IMPERVIOUS AREA: 1,689 SF N SS 1 Ss r, \ KOELREUTERIA SS _`o _ PANICULATA Acr J -Ilil 0 -me vl ill .111.,,,LIMile E CITY OF TIGARD Approve._ ,,, Planning POLYGON NORTHWEST (503) 221 -1920 Date: ---.,1‘4- -( cv3 0 2 C I1 /� 1 W^ PROJECT NO.: 395-029 O V V Initials: eAse--- TYPE: CONSTRUCTION LOT 51 (R-12, STANDARD) SCAB REVIEWED BY: PRE 10 0 POLYGON AT WEST RIVER TERRACE F2 13734 SW 172ND AVE 1 INCH=20 FEET Q Z PACIFIC WMBERCUPYRI6NT2013 ROSEBURG FRAMING SYSTEM— „.........,.,..........,:,..,-,,,,.: e,. ,.., . .ww ,I' ' Theseplans and the designs are copyrightedquality engnlHe/8Y1 �products fM10d1;1V shtnla8(' i ged,in under Federal Lao by Pacific Lumber Company 2013. ” w so�m a�orx i,u .: "-"'•"•" rowsvRo:,eeove - - The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber + * - (/'� 1'16 1F/1 "..„"., 1 ro eE.2R'ZII,.on Company,which retains copyright=_to,and ownership of the plans.Use of these plans by any other q.1 "= .s t 'v n R1 D -LVL Rl G V 13.�IYI" ,I/ "-wwti _III Sew gree.OST..OV product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or „?,;x.; �o R��o rpg,paul:Ts a FOREST'peGbrCts r ' ee,w,rs,.we..,;.7.1.".,,I,..„.. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \j `` / ae�oS.ro Sosr..eove penalties of up to$20,000 per work infringed,ands 100,000 per work infringed willfully. CONTRACTOR NOTES: PE516N NOT 5u .mv,.".x « 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „,,,�,,,,, „,,,; �, - 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR " �- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS WRX BEARM6!PALL ABOVE POST LOAD TRANSFER DETAIL N.rs. N.T.S. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAFING= 5)PROVIDE PROPER SUPPORT AT ALL 12psf DVAEAD LOAD 1 psf DOAD SHEARWALLS 5LEIVIN6AReA5r 3Opsf LIVE LOAD 12psf DEAD LOAD ROOFLOAPIN6: 25p5f LIVE LOAD I 1 11p5f DEAD LOAD t I i -1 WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW. EXCEEDS ONE ROW. PATI••• PROVIDE ADD'L BLOCKING PROVIDE ADD'L J BLOCKINGOR WIDER RIM MATERIAL CR WIDER RIM MATERIALPATIO ASREDD. r, WHERE PLATE NAILIN^v-AT R1SHEARWALL ABOVE1 R1 - 1 EXCEEDS ONE ROW_1R1 -1S R1' .... ... PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL '� - Jb - AS RED'D. n (UVJ ... _. PL13-252(MAIN) POLYGON 2610 ®® Jb I : MrIc• Material Width Depth Grade Qty Gut Lth Tot Lth Jb i I •,2 J1 r2 ,j - - '' 51 OSB Rim 1 9 1/2 'f 15 1 1 2 :-lf "<L 7 r � .:: 41 RFPI-20 1 3/4 9 1/2 1 10 10 2 U J ._:. ::::::::: Jb __ __ 43 RFPI-20 1 3/4 9 1/2 1 8 8 R 1 R 1 0 0 R 1 1 J4 RFPI-20 1 3/4 9 1/2 3 18 54 ;I _. 464 __ -- rN -.... _. 46 __ -- 45 RFPI-20 1 3/4 9 1/2 1 28 28 3- J6 RFPI-20 1 3/4 9 1/2 15 26 390 - - --1 J6 = --- ® 46 -- ..__.. ...... 1. B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 __ ... .... .16 ';, O O B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 cV Ii Jb _ JB 1 BLKG RF1.I-2O 1 3/4 9 1/2 20 3 SO WHERE PLATE NAILING AT i - J -lb ,; _. j 0- u_ E. __ _ _... ,J6 1 SHEARWALL ABOVE ,j \ : �' AGGC650FIe>! EXCEEDS ONE ROW t... ......... ..__.. ____ :fat .......... __ ................ ry a ___..__ 1.4'.-.0" _...... J6. ._.__. _._.. H 1 TH01 7950-or-ITT9.5 4 ]2'O" t PROVIDE ADM_BLOCKING � 1 2'-0" 14'-0" OR WIDER RIM MATERIAL `'.. AS REDO. tr a' .... __- II —111 Rte J tt.1 .. ..._ /1-14 ....... _ J4 1 aI I I .... . _.l3e 1 —J t.1 PORCH' I 1 PORCH 1-1 _ J4 1 I i R1 II 151 lMPORTc4NT/ J4 R 1 / R1 J4 ..... REFERENCE INSTALLATION ri 1" d.. START START — RR i —, GUIDE FOR ALL FRAMING DETAILS AND 1-.1015T INFORMATION 4V FRAMING FRAMING • 1 t WHERE PLATE NAILING AT NVHERE PLATE NAILING AT \ = HERE HERE = \\ ESHEARWALL A XCEEDS ONEB OW, SHEARWALL ABOVE \ 111 ill LEFJEND"" EXCEEDS ONE ROW, '` PROVIDE AMYL BLOCKING �� PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS RED'D. Pacifi4umber ( H }--HANGER GALLOUT OR WIDER R€M MATERIAL`JAS RED'D ® -SUPPORTING POST & TRUS COMPANY ED -POST LOAD ABOVE R -RIMBOARD 0 CONFORMS TO DESIGNCONCEPT LB -LVL BLOCKING CONFORMS TO DESIGN LAN FT'tr H 5150 JEAN ROAD LAKE OSWEGO,OREGON'1 1035 (505)858-9863 P.FRSIONS AS SHOWN PLAN DESGRIPTION/NUMBER: 261 O A .B -JOIST BLOCKING ©L,Ln:o:unc DE°'O"CONCEPT 0 NO:'I-CONFORMING-RERISE AND RESLI.MIT GUSTOMER: POLYGON J -JOIST GALLOUT O a w�i`!No,o�s`('"`Sr'"�'" i:2 Swr aT.S7,2,...'52.D.TEr'Er Srra,224TOTizok2f. PLAN DATED: 9/23/1 8 0"Ox<ONea -REVISE n r 1 x..: e L c t t x Mn B BEAM- (FLUSH it)/JOIST) Z"•"74)"¢ ra1rt.n.:exv;.awnw: L.t J...,i.x t P N.t ( 'F."NtL(A X is t-k N1x'i v-. r',- llL v r ' Ertl.DESIGNER: KAM/BEL{YOOD DATE: 1 1/23/13 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT =_T.,".:"„"., 2,2A as.h;:a.. re.r<e SS,2E11.:,f_ lEI-,+,;. SCALE: 1/4"- 1'-0" e.............t+esr,x":...............O„_.,vr 11L By: Todd A.Egos .15 DE,senteaee;s.zeu BBO-BEAM BY OTHERS MIiFkIND? ARCHITECTS CT ENGINEERING INC PL 1 3-252 (MAIN) SHEET: 1 of 1 �t CONFORMS TO DESIGN CONCEPT POLYGON k 14" OPEN WEB JOIST @ 19.2" O.C. 2610 A CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN Q CONFORMS TO DESIGN CONCEPT PL13-251 UP H NON-CONFORMI ' VISE AND RESUBMIT ® CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN 'EVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ON AND DOES NOT RELIEVE THE ® NON-CONFORMING—REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPO `IBILITY FOR CONFORMANCE WITH THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty DESIGN DRAWINGS AND SPECIF .'TIONS ALL OF WHICH HAVE PRIORITY WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE — OVER THIS SHOP DRAWING. C 4 TRACTOR SHALL VERIFY ALL DIMENSIONS. FABRICATOR:VENDOR OF RESPONSIBILITv FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 AND By: Todd R. Eaton Date: September 19, 2014 PRIORI-I"' DRAW 0V ERTHFSSHOPNGS,SPECICATNDP WING PLICABLE CODES,ALL OF WHICH HA'=`E RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT E NG I N E E R I G INC By Alexia FukuiDate 9/22/14 RM 1 13-00-00 1" x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS RMI 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14"APA Rim Board 1 1 71::,_ BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM1o� BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 (3.-----,..., ,1-07-03 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 `� BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t 1,9,YB'8 f-V -ice B...v= m BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F0 gmmem" F03 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f BM5 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - 1MIMI 1 ..,,..,, �,.. BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 FO 19-05-00 F061 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I; I-0 a BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 FOf p I o BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 -- W ¢ z co BM10 26-00-00 7 X 14 BIG BEAM 1 1 � �L BK1-BLOCKING BM3 e 2 Q = BM4c; � � RM1=RIM BOARD F02 PI w rtW ACCESSORIES QTY 1 0 — : _ C H Q TH017140-2 43 F04 F02 (13 f— Q Ci) © HUCQ1.81/11 6 e Q F04F02 (9 , EY Q 1x14 OSB RIM FOR SHEAR BLOCKING 28' ,.. 00 F04 F02 : - W t. I CL SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN F02 ZQ _BM3lor WW , W HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I— W O< FU2 Q X 0 J FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA 0re �¢ �[�]� F02 — W Z u1 FLOOR LOADING ``+� m W W Y �.. ... . ,.:R. 40 LL F02 � = m0 -U, 15DL $F03 F02..., 'SQmfr it 19-03-12 II F03 fl2 _ _ _ . i•ii:i JOIST WITH RIM F12 IS F91 it 0 Io- a1 X11 z 1.411 F 1 1 roLL PacifiALumber BM9 " . - ,IRM .. _ & TRUSS COMPANY