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Plans (126) ? / c? SL„ 6e-l-i;,t /t1.`7-32-e f6. e6 I I I I I A s / //(1 0 LEGEND: • —ss SANITARY SEWER Pacific .:,--...j I �— I I 4 I // —SD— STORM DRAIN Design Community — — — — (w WATER LINE I 12564 SW Main Street 7 — 0— — — — / O • MANHOLE Tigard,OR 97223 I q�` qb I ■ CATCH BASIN m so3 942-948a ~ et, N cI STREET LIGHT DATE: 12/31/201520.00' 19.00' TRACT Y REVISIONS 3.00' 295. --\6297.3 / STRAW WATTLE PERIMETER NO. DATE DESCRIPTION _....L PUE — 3'58 — I EROSION CONTROL ..i _ __�_._. -----\ I STREET SECTION, SEE _ , ,� © CONSTRUCTION DOCUMENTS I III I1�`--- - 11 \ AVI I i 1 I/ GARAGE l i r \ 1 — I 1 ( ; SETBACK SUMMARY 1 1 i i I ' FRONT SETBACK: 12' 3.00' 1 / SIDE SETBACK: 3' I ;f IL J I + IJ I I STREET SIDE SETBACK: 8' 1-HR FIRE 3' I , 1 REAR SETBACK: RATED EAVES 3.00' i / PORCH SETBACK: 8' 42 / 1 43 `� �, i =v I 1-HR FIRE A. 2,560 SF i / - 7 I E I • ; BUILDING: 7D I RATED EAVES ; FF= 298.25 I P cc:, I. II 1 C/ : / li 4 i i ' `a OI L _ 11 J to A� II L7----- __�� II PORCH' lL2_ 0 o I LOT COVERAGE: a I — I I I I 6.00'1 I LOT AREA: 2,560 SF I 1 20.22' _ PUE RIVER -- - IU ' 14.54'— I— -399.2 �' . c'S 297.0 299 2 BUILDING FOOTPRINT: 1,314 SF — �, — iL — ►�1ria, ^_ SIDEWALK TERRACE ! ° " °' \. . —� .. COVERED PORCH: 13 SF N t _ +� NORTHWEST H 1 ° "'I N CANTILEVER LIVING SPACE: 0 SF a I \i I ; ; PLANT (2) STREETI -4 v ' \ TREE: 2" CAL. -- COVERED PATIO: 0 SF YELLOWWOOD/ STORM LATERAL �55 'D` CLADRASTIS - DECK AREA: 0 SF O 0. SANITARY LATERAL KENTUCKIALOT 32.00' ISD—o I 5 1111 co TOTAL COVERAGE: 1,327 SF PLOTP4LAN �D sccJ 0 51.8 % w I49— SW AUBERGINE TERRACE_ WATER METER . N z\ / \ N �j� IMPERVIOUS AREA: 1,662 SF ° 0 1 \ r \ N — T - �\ — >,�y.,. ._ _ CIOFTIGARD a Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: ' �� J� I/ !f 2S 1 W6 PROJECT NO.: 395-037 N. v TYPE CONSTRUCTION LOT 43 (R-12, SMALL) Initials: 1 S? SCALE REVIEWED BY. PRE ,o 0 RIVER TERRACE NORTHWEST Z 13153 SW AUBERGINE TERRACE ,INCH=20 FEET k • " "'"''—,-"`= RACE UMBER C11Y8Ni ZI)�3 !ROFRAMING SYSTEM- - _ _ -44 ��! _"'"="....... ,Thesep ns pari,eeargnsere£p4p1 +lr4NyderF d 1.3wb Peanou+V,rcenn ig2013. `)'"r i t$ 1`�3 a l+�dsf (aI ►av"s -a • 1* ',� //� """""''""ao.. Cowen.Wftdtrdeir h.Om II.IIV SELL. eds-40911418 the yimK.use ofthes pans,sabot*mitten pernesslon being lir( ..- : �r -_�j y� -- _- / ...... �I�G ro. - - product sappier ether trial ba �1T Y s R�G� -- -_. LLeu rth DRi . :. ;! opyrights RN owners* trucpprehbhaalp.auU.ollzed,deer N Copyright Act.alfrInges face PabiRies that Mawr41?!4�fEs �1 f -` encs b ,.°"e Pear copyseof these e20pla.00 Der u f eInfringes rights ender si ends 000 per work a�waE FEB�� 201 �a 0%e. lif CITY i ; ' ;r_ aoe�.erpmr a�wocls ,._ w�� B UI'LD I N 1 r EIRitcqnly OONTRACTOR NOM* pESI6NNOT125s. t)VERIFY ALL FRAMING CONDITIONS t-=FLOOR SYSTEM PIAS LL 2)AF orsuss PER DESIGNER'S PLAN DESI6ED TO MEET OR NNLE.SS NOTED OTHERWISE) EXCEED THE LIVE WAD DEFLECTION GRITER1.1. ata7&omK•P.>tGlt Ieill @ApKHN1 ASOV! POST LOAD TRANSFER DETAS. 3)ALL BEAMS PER DESIGNERS PLAN V450 KTS KTS (UNLESS NOTED OTHEI ) 4)USE CAUTION WHEN GUTTING FLOOR fOADAf6. FOR PLUMBERS 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL. 12psf DEAD LOAD 514EARMAL3.5 VLIEEPINOARE.4.4 90psfIJVELOAD • --= 1 12psf DEAD LOAD 1 - ROOF lOhLaW6, 25psf uneE LOAD 1 T psf DEAD LOAD • It t, , RL 45— �--4s— P 13-04(MAIN) R -.- __41 POLYGON 10 MrK• riI:Cer1A RIMS Depth Grade Rey Cat Lth Tot Ltd R1 ase 116. 1 1n 1 16 112 J 1 P P i-20 9/4 9 1/2 4 16 64 PATIO .- �"-• � I 9/4 1 /2 2 23 26 0 II PATIO 4 t/2 5 22 110 _-- 6 -'- 5 Js F011-20 v4 o J2 2O v4 1 1/2 1 a a Q 9 Ja furl-20 3/4 4 1/2 2 2 4 is j rF2o • 3/4 1 1/2 1 18 Ja WM-20 S/4 1 4 t/2 4 4 Ib -1 .. - �- •�ti IS I W¢�t r j- - "ii-I .'7 92 RI .amLYL 9/4 •1 1/2 13L 1 8 as t ' __;,- __.__ ._- - _..--.--._•z �_____. _�7--. - ..( _� �1 .31 ELKSRPM-20 3/4 7 1/2 14 3 Sl R� >e.so.o L. +--�__— -- t_n` y• t II.„:1---t°4 J J52 DUOS i.lsLVL v4 1 1n tsn 2 s 6 m.ar.w. 14... .—. _.___.-_. - If _ P. gil u y.erwa�..mr.ew.m.a...s 11 vs O V 3 .7 HI I7NO171S0-ol•-;iTSS a ...ware '...eTr=n.r:rte O J2 .............•-• I A --_.._. - — it n OM ONO Me MGM .__.. SILULIIT A1C I1ICTS - O 0 = ASSIMIL. Wane Maar II _ au 2,0 mmo w ass!AM 10 KIM aa@s1CL 910280•21601 OF IINIMILIT!15 was=es,se GIN •-•.• iv ___.._.___ - .--•- - -•-- __._._-__-----..._ WRY at 11503•1313aL OO 61111801OVA x r sat 1a vSAL ROI aLellE101• ,_._ , - 4t sL- ms> ...1� CTENGINEERING INC _._-_— _._....__..__.,._.... _; _.._.._.__.__..._...___----_.-._ Js J2 if -I e2 .1 f't - _2R7 111 E ii -' - Jt-_.. •_.- dl IFIPORTANT7 MI -t I 1 et.._._-_._.. -I R•EPERENGEINSTALLATIdN -'fit I I R GUIDE FOR ALL FRAMING START�� } ( I • s _ DETAILS AND 1-JOIST INFORMATION FRAMING I PORCH I I PORCH I e:1 FRAMING LEGEND: HERE I I i i HERE PacitIllF : mber 1L !• .. ®---•sLPPORTn4GPO5T_...-_--.---_._._._.__._... - . ;� MPAMY ED L -POSTLOAD ABOVE &. T R U S ° �f.• R -RLMBOARD _ . • 5430 JEAN ROAD LAKE 0511E6,0.OREGON 91035 (509)858-4b65 16=JOIS T BLOGKIN& - PLAN )4E tRIPTION/NUMBER 7D •• .! - -JO aT GAL Lour - -- . • ' . ... - GUSTOMPJZ, POLYGON .- B - -SEAM(FLUSH 117/...1015T) -" �- PLAN DATED: '12/26/R 2 HOF -HEADER(BEAMBrio/YJOIST/ MAIN FLOOR JOIST LAYOUT ErIPDE516Nt92 KAAgBgIyYOpp DATE. t/7/os 850-BEAM BY OTHERS SCALE:1/4'•t'-a' FL 1 5-04 (MAIN) sHEPT, t of 2 • • 14"OPEN WEB JOIST 6 19.2"O.C. POLYGON 7 D(NEW) _ PLIS 285 UPPER RUWMG tIFAE errK2oes Products L4V e-osoo PlaffD Length Product Plies Net Qty RM1 . 46-00-00 !"x 14"APA Rim board 1 1 _---_ --- _-� - -�_--■_ RM1 28-00-00 1"x 14"APA Rim Board 1 1 - -: = RM1 14-00-00 1"x 14"APA Rim Board 1 1 � t i RM1 12-00-00 1"x 14"APA Rim Board i i RM1 10-00-00 1"x 14"APA Rim Board I 1 RMI 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Ren Board 1 1 LL o =' LL o •n 'c' LL RM1 5-00-00 1"x 14"APA Rim Board 1 2 RMI 3-00-00 1"x 14"APA Rim Board 1 3 BMI 22-00-00 5 1/2"x 191/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 - s Illm BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 fiy ' ' `° BK1 12-00-00 1.5 IdLam LVL 1-3/4 x 14 1 1 1�� ewe �9 44 .--:'111_0 �� � BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-314 x 14 1 3 Fm BKt 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ...-_ FO1 ( I A BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 F.04. -.Jai I I I ALL BEAMS AND CONNECTORS PER ENGINEER Fid Fi;6 ACCESSORIES QTY FD6 I K Q TFI414 33 � 717I4 3 FOE II ® F11x14 OSB RIM FOR SHEAR BLOCKING 30' F1•�• 11 ® HU412 13 �. :' -RS - - - I I. i 14.0:01:1/.106 'FLOOR I OAATNG .• _ •� __ - wt an 40 LL IS DL FOP i C REFER TO STRUCTURAL PLAN FOR ADDnTONAL �8 `.. + POST TRANSFER BLOCKING AND SHEAR BLOOCING REQUIREMENTS. + SHEAR BLOCKING PLACEMENT PBI 5IRUCTURALPLAY .FOB ii ix oaea"e.oaeJ"mew �� I I � 4 p m�+e+.mumrwni I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I I K ❑��wnrm`-.nw macaw* FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA L .- - 'OS .'-w-y , i. J.A.W o4 amiss _� _ fy'� RC trUULitAIIT AtCIIrItIL FD!) p v i' '_F05. 4 FQE �F05 — 4 ® r TDBe Imac�r L- I� .I/ .NN,i ' CON0106T0 DEVK3t ca*r SOP 11B/1510115/6 Mei u. o .y 1119fiG-RA55Et,AD mum . VW 8v MCC NO MIN Afltp6 Kat q MT L _ 1 FOORTMVIINCI PI Ce:ERaYlJ7f1"gpIBT791 akdatELEIraff an a DO NOT: laen OMNI SIC af011ftitaft AL V MC ME many "a XI MA Mali. WNW**Oa lEirt AL MICSMOL Loosen,remove,cut or notch V• 111.3...400 s..liztelzaank any part of the open web joist CT EtiGINEERING INC - •- MST WMTH RIM SCALE: 114"=1'-0"on 24"x35`SHEET $ TRU•5$ co Kil r,c W l SHEET 2 OF 2