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Plans (57) A4 S72-0(7-- 0062 I ' ' �= � - �- `= _ _ 135—,�v 6w l te,147 D: A 1 i , - CoillImmity A- '� 1 _ �— SANITARY SEWER 'acij is - STORM DRAIN Deicrii by -- ._ __ - _ — - w — WATER LINE A N 4/4 N I W T — SW BEACH PLUM TERRACE ��1 1^ MANHOLE 12Tigard,OR 97223564 SW Main ei V , ; ' ' -i— --. A [T]503947-9484 f \// i PLANT (1) STREET TREE: 32.001 - CATCH BASIN DATE: 12/20/2016 .- 2" CAL. HEDGE MAPLE/ --- SU --- ---_—_---- rJ �_ �f j STREET LIGHT i I ACER CAMPESTRE o 54.00' REVISIONS Q PERIMETER NO. DATE DESCRIPTION WATER METE�tcpccDcDc) STRAW WATTLE EROSION CONTROL I b I (y;, - s — ss ti _ , , , - ss �___,_ ss ,, v s �� 7 ss STREET SECTION, SEE I SIDEWALK I J j 1 / 1 CONSTRUCTION DOCUMENTS / �� �— �' 262 2 i ,c \ ti 260.9 v -. f r ,-- p _— =_`.— 30 0'_ — 1, o o SETBACK SUMMARY // / FRONT SETBACK: 12' iii ///7 -- - - -� 1� — _ � SIDE SETBACK: 3' � �_ 25.7511 _� f STREET SIDE SETBACK: 8' __ i I `-� , °~ ° 23.50' 0 6.00' — — --,__71 REAR SETBACK: 3' I '�� �, I I I ; PUE I 1 ° PORCH SETBACK: 8' ri j .„7,11,1 I PORCH_ 1 r � i 1 N 1`� --- 1 I Ii t D d' 1�,I I 1 N D_ 1 N �/ ' g I I 14 I I LOT COVERAGE: II 16 ` BUILDING: 4D o z I t t 1 I ! li FF= 263.0 ( I� 1 1 I o :I L, 4.00' —+. �— 15 — 1 11 4.00' I I LOT AREA: 2,400 SF 2,4o0SF RIVER N 1 1- t W ��I i �— 1 t 1 I 11 1 i BUILDING FOOTPRINT: 1,117 SF TERRACE x I 1 i 1 t� ` \,l 1 t I I I I I J I I I II COVERED PORCH: 36 SF NORTHWEST GARAGE 1 3.00'\ t t -41# ' ii I I Ij y PUE r I �I CANTILEVER LIVING SPACE: 0 SF o0. !'I�— o��` +► ��— �7 04 — Ii L—_ _J I —tI COVERED PATIO: 0 SF MAPARIF30.0' , DECK AREA: 0 SF 'V �__t� - so _ LOT 15 1pO v /X261;3 S0 3.00 SD I~� ��20 00' - TOTAL COVERAGE: 1,153 SF N D �ORM LATERAL 260'5 PLOT PLAN SW CALABASH TERRACE G4, 26.00' 48.0 % is ��I �I A; Ad to — SS -SS :S — V ��{ o `;, IMPERVIOUS AREA: 1,330 SF -a° I o D iV1•� "" , s o p SANITARY LATERAL D \ o e PP.. —f(P _. SIDEWALK. —r.= 117. _— lor 077-111_V v 0 N 0) RIVER TERRACE NORTHWEST (503) 221 -19200 D 0. 2 S 1 W� PROJECT NO.: 395-037 TYPE: CONSTRUCTION M SCALE REVIEWED BY: PRE LOT 15 (R-12, SMALL) 1 0 0. RIVER TERRACE NORTHWEST 0 Z 13520 SW CALABASH TERRACE 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM`' "w;n i quality engineered wood products for today's builder' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. ° "a"'� The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGID LAM LVL RI GIDRI M- M ary � /Ii,..„).4043 I' ��� K° Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ou�e o c -mF",� vows PROM -.�A�Ia.y IIIC .STALL Nr ,,,.,�,,.�,�., , �N R DE AIL,a CH product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aosesuao FOREST PRODUCTS aoseaewe FOREST PRODUCTS /, Llt-. 'A',N°'tee°Ha,K copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include 4�i `` scones POST ABOVE penalties of up to$20,000 per work infringed,and$100.000 per work Infringed willfully. RFPI-Jolsr EE IU! aE�foaEnPRODUCTS ,t.,,,,,,,, 'f41 CONTRACTOR NOTES: 0E5/6N NOTES: O°^'..°« 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM GAS .u,ma�w.."4i1oi° 2)ALL.FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -.�aM**n""".row.a ^^�'°^°v�M'^•r°°N (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA VP!.BLOCKING PANELS/NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) TArS. 515. 4)1)53 CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOACVN6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA 1DDOD DEAD L SHEARWALLS 1 2psf D 51-EEP/N6 AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAP/N6: 25pWf LIVE LOAD I I I I 1 Tpsf DEAD LOAD R1 rti PL 1 3-03(MAIN) J I --di-- POLYGON 4D Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth R.1 JT = Jl G1R1 R1 033 Rim 1 9 1/2 T 16 112 - - ---- J-7 -= -- Ui -' - i, J2 I J1 RFPI-20 1 3/4 9 1/2 11 22 242 51 5,1 ` J2 RFPI-20 1 3/4 9 1/2 2 1 6 32 J-2 1 - -------g-i--1 JT ---_ J9 Ft 4---- I1 _ J2- _-- J3 RFPI-20 1 3/4 9 1/2 3 24 T2 J4 RFPI-20 1 3/4 9 1/2 2 2 4 -..:--_ �.::. .:i.J 1 - I I = r 1 =11 I{_- =R 1 J5 RFPI-2O 1 3/4 9 1/2 1 20 20 J6 RFPI-20 1 3/4 9 1/2 3 5 1 2 36 .11 JT RFPI-20 1 3/4 9 1/2 4 20 1`{� J8 RFPI-20 1 3/4 9 1/2 5 6 30 JB 1 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 J4- -_- - J1 B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 V - _---- .....=-..... .,1- J 32 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 2 12 h _ O B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 Ji J1 014 . ,I J�1 J1 -_--- n;== 1 J 1 i Accessories ti PATIO -"" B 1 -111; PATIO �_ H1 ITHO 1-1950-or-ITT9.5 13 e ---------- -_ #_- 5 1 R 1' - J1 ''- O I eaO N _ __ _J 1 Ut_:= II r 7r tT J 1 J 1 _ N IT_ 11 J4 J4 K _t= K - J91 4i - i 13- I J 1 J 1 P tr 0 CONFORMS TO DESIGN CONCEPT --"I -------- B-1 — _ I. ---- JS _8�---------� ❑CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED R 1 J19 I1 J3 0- p.1 0 NON-CONFORMING-REVISE&RESUBMIT J'I I `B 1 THIS SHOP DRAWING HAS SEEN REVIEWED FGR GENERAL CONFORMANCE 0 J3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORTVENOOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN �' ..-._.. _�_}..". _.,_' ____� _–.. , DRAWINGS,SPECFICATITNS AND APPLICABLE CODES.ALL OF WHICH HAVE START - J1 — J1 a - START PRIORITY OVER THIS SHOP DRAWING FRAMING - -`-I �' R1 FRAMING By DavidRBurnett Date 10/6/14 u, B 1���=rr "rT � r,r�k MILBRANDT ARCHITECTS HERE N 1 I f / HERE 9 a a JO a i i ® Je ® Fa la _a Ja a B5 .13.'1 -I 5• IMPORTANT./ ei p R4 - ------ R1 it — 1 Rt - p REFERENCE INSTALLATION II n I t/t t l N GUIDE FOR ALL FRAMING PORCH PORCH DETAILS AND I-JOIST INFORMATION LEGEND: L J Pacifi umber �� WHERE PLATE NAILING AT SHEARWALL ( H }—-HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADM_�® BLOCKING OR WIDER RIM MATERIAL AS -SUPPORTING POST REQ'D.ELSE LAP SHEATHING PER DETAILS & TRUSS COMPANY G -POST LOAD ABOVE CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® 5930 JEAN ROAD LAKE OSWEGO.OREGON 9-1035 (503)858-9663 LB =LVL BLOCKING CONFORMS TO DESIGN CONCEPT WITH --- REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 4D J5 -JOISTBLOCKING 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST GALLOUT THIS SHOP ORAYIING HOS BEEN REVIEW,FOR GENERA!CONFDPERANDE PLAN DATED: 12/25/12 PETE THE DESIGN CONCEPT DELI AND DOES NOT RELIEVE TRE B -BEAM(FLUSH w/JOIST) FAARICAIORIVENDOR OF RESPONSIBILITY FOR CONFORB4NCE WITH THE HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGN ISaEWE AT NG.CICONTRACTO ALL OF WHICH PALL PRIORITY EWP DESIGNER: KAM/BELWOOD DATE: 1/7/1 3 DEER N DR SHOP RATING.SP. FICATIONS SHALLST VERIFY ALL DIMENSIONS. By: R. 13B0-BEAM BY OTHERS SCALE: 1/4"- 1'-0" MOPen2014CT ENGINEERING GINEERING INC^r September tv.zPL 1 3—O 3 (MAIN) SHEET: 1 of 1 ❑X CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE START FRAMING HERE 11. POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 4A PRIORITY OVER THIS SHOP DRAWING. railqii __♦ — <--s — a—_o I - '— c — a— . +•e BM41 PL14-331 UPPER By David R Burnett Date 10/24/14 9/25/2014 MILBRANDT ARCHITECTS Products >o I 1 PIotID Length Product Plies Net Qty "' _`"' o UH.,z Z N RM1 51-00-00 1"x 14"APA Rim Board 1 1 - a o d I ,€ CN L': RM1 30-00-00 1"x 14"APA Rim Board 1 1 m o z w } 1= s } RM1 22-00-00 1"x 14"APA Rim Board 1 1 = c=n o;Z=¢ o iu_ L- '- L ..._ Li- IA. 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