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Plans (5) r 5 T2ol 7- oo i2 3 ;2..7 AJ I Qr, i rut-- �Q LEGEND: 1 �, I ss SANITARY SEWER Pacific I Le__ o r I I IJ I I -� _-- /__- I o SD STORM DRAIN ,• I r r 7 1111 Design b- r ' ' 3 ° I1w WATER LINE 'r _ .��_ 12564 SW Main Street IEL I Lo of 1 .moi - ri i■ _� Ji �. �� ;; ® • MANHOLE Tigard,OR 97223 r1 f ■ CATCH BASIN [7]503-941-9484 28 .2 DALE: 04/04/2017 1.0' 47.0' l 28'00 �- 0-• STREET LIGHT �_ _ _ _ _ REVISIONS x ' Y 'cx -'C-) STRAW WATTLE PERIMETER 282.1 —' - - NO. DATE DESCRIPTION �{ 'j` ��� B - EROSION CONTROL 11.87 I ! I � \---- r-t--- _ -19.89' /: I'. 0 STREET SECTION, SEE r- r--- k l I gI _ wire- ''�r CONSTRUCTION DOCUMENTS N ij I 1 { I i 1 1 NII -- --- x 1 \k-, I ` I '� TIGARD ro o� II CITY OF -_o 1 { - 6.00 PLANT (3) STREET TREE: oo SETBACK SUMMARY zi ^ x N , PUEifi2" CAL. KATSURA TREE/ Approved by Pla ning I I 4.00'��' I 38 L-- 10.00' SETBACK: _ I I CERCIDIPHYLLUM FRONT y-late ' +x I 4,263 SF I ,, JAPONICA SIDE SETBACK: I I BUILDING: 3413A 1I 1� I �,_ I STREET SIDE SETBACK: hgltlals. a) ! I I k I FF = 2877. .4 , `- ` REAR SETBACK: 15 ________L--- —C E I Ix I I I I L i 4 PORCH SETBACK: 8' GARAGE SETBACK: 20' I l/'1 - 1 I — Q as� I 1 Id GARAGE I _ w cs,Oh Iip 1 II I `; Q FPORCH : I i' 09 1 1 ( It LOT COVERAGE. o l a 4'2` W w It. 1r w --_-=.--=.11 I 1 /1"f / / ' \ Ii' -'r '`' LOT AREA: 4,263 SF It 1 26.66' .( !/ = 1‘I _6.00' — I 22.20!19.89 1,: I . RIVER 3 r SIDEWALK PU— — �I;;j j• ! , ~. / 1 BUILDING FOOTPRINT: 1,469 SF j -- _ .ILS►���, .�•'��i1!► 287.1 TERRACE l 117 — _-- 3 .8' COVERED PORCH: 88 SF NORTHWEST M -_— _ ' 111011111 / \ ��_ � VISION � . o 284,5 � 4 :_ ` CANTILEVER LIVING SPACE. 0 SF �, o �,1_--- CLEARANCE PR - -,, - ,� AM� TRIANGLE / COVERED PATIO: 111 SF �r01 —���-- WATER METER ' ,,,/ a \ ' PLANT (1) STREET T REE: 2 CAL. O DECK AREA: 0 SF SANITARY LATERAL - SKYCOLE HONEYLOCUST/ LOT 38 0? SS STORM LATERAL T R A ANTH NERMIS TOTAL COVERAGE: 1 668 SF 0111 GLEDI S1A T I C OSI PLOT PLAN u SD ------- `-�' SD — Sr1 39.1 % 32.00' -- SD s1' 06 w o SD —v' SW AUBERGINE TERRACE ,, �� 2 328 i M-11.y, �„ IMPERVIOUS AREA: SF oG_____„,p,_ ♦ -- _Liimampoiomm_, --��� 45 v, ...1 us ragnatt--1 r - --'-- - -1fido 0 I Ilk 6 ti V1 M-I-L1,0L------OlIllIllillIllIlllh--------jaw TwArrii \, iiiimmi4 I , ,_ ,, SW 1111 1111111111 INO _______,______ N -,,... a .. P_ c RIVER TERRACE NORTHWEST (503) 221 -19200 PROJECT NO.: 395-037 2S 1 W6 SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE LOT 38 (R-12, MEDIUM) 10 20 RIVER TERRACE NORTHWEST 13227 SW AUBERGINE TERRACE 1 INCH=20 FEET Z 6X6 6X6-\ � r _x —_ _ _ 6x12 HDR __1_ 1N- Lu U (I7 O r N LU O Ito - Q 1 O i, /8IC \ -3 /11,2/STHD14 + P3 S9.0 P3 4X10 HDR STH 1 / 2x LEDGER _(2)2ULLI-ice_ .I►; _ _-- Q ST-ID � (2)KING SDS jl 1 �j I fir( -- --- I I I W/ TRIM STUD 11 11 I �1I I I EACH SIDE IMI . b-_-- - _- 1 I ' 1, III I L______ 1 MAIN LEVEL SHEAR WALLS Plan 3413r UPPER LEVEL FLOOR FRAMING 1/4" = l'-0" AMERICAN MODERN - Optional Roof at Patio / 16 PATIO WIDTH VARIES PER LOT D2 r Er • n_ Lu 0 Patio 3/4-'-0" 7'-10" 7'-11)/2' ID T • 4,-9'' _�r o0 ' LU 1* t 1. w -r--) > 6-0510FF 2_7,6 5-0 SH 6-0 5-0 S L l " r 0 I I ,• I• • • \ - ___) I I 12 0 I I D2 Co I Plan 341 3 MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34,-0" / / PATIO WIDTH VARIES PER LOT 83/4" 83/� 4" 6x6 PT POT in_ .6x6 P` POST co - r� I-- 16 THICKENED �__ - D2 SLAB EDGE 1ri L.1 w 0 ID 31/2" CONC. SLAB co /10\ c \S6./ P3, Say 1.1 cz 1.2/ LLI) -1 STHD14 a LJ P3 cR3) ; STHD14 • .7..ii_ j-STHD14 , /1 . L I _%1 , a - I I. -� 3 �--T--f 3&4 Z f - 1I — I 11 /4 1 w� D1 I I I -2%" I I I I - Plan 3413 , FOUNDATION PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = V-0"0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. ROSEBURG FRAMING SYSTEM- ====::::: PACIFIC LUMBER COPYRIGHT 2014 qualify engineered wood products for today-'s builder'- """""=°"tMiacuA :=:." 'I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. ,,, souoetossu E The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI D R I M o...«, " .1p_§ POSTSFROM F,E Com an which retains co rI its[o,and ownership of the plans.Use of these plans b an other ro E1EAR:ING 6ELOF1. P y� Py 9 P P p y y �� / riHsra saws"e�ocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or .7=7,- , PER,-,ro td. *adv RLISFBURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS ---� - I 7.7. ,,;It ;Zt.".S copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ��� ••••,%." 1 `` /` eE on ro PosT.E+owe .enalties of u•to$20,000•er work infringed,and$100.000 per work infringed willfully. /�� I40P-40FP1 Jam- V -ROSEBURG FOREST PRODUCTS 1- ...0 IIIA IIICONTRACTOR NOTES: Des/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 "ter«ucnuK,e 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 BLOWKIN&PANELS PITH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.5. N.T.B. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: psf V 5)PROVIDE PROPER SUPPORT AT ALL O 12psf DEAD D SHEARWALLS 1 D D LLOAD E. SLEEPING AREAS: THIS/5 A PLACEMENT PLAN ONLY. 3 opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: PATIO _—--I 1_—___, PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I payout prior to any construction. 1 1psf DEAD LOAD I I I I ------1.---R 1---_- I I R 1 R 1 _.51- —L_ • - 1 O'-3" f 1 O'-6" - -•- 1 3'-3" - , - 'I• 34'-0" •I " — --..;i'—_ J2 I� — i =4 3 r� PL 1 5-400(MAIN) o -_ 12--0 . POLYGON 3413 ABD(NEW) Mrk• Material Width Depth Grade atm Gut Lth Tot Lth = .I�I 1 J3'--J 1 Jr; iJB1 BL KG RFPI-20 1 3/4 9 1/2 r 20 3 60 R1 -- I �� J - 11—,2— J`i� .1 R1 05i3 Rim 1 9 1/2 9 15 144 - 4I �1 J 1 RFPI-20 1 3/4 9 1/2 12 14 165 J2 RF5-20 1 3/4 9 1/2 16 34 544 ii I I AI k J3 RFPI-20 1 3/4 9 1/2 5 6 30 -- - •----- 12-�---N =� -- - — ---_- t' _�. J4 RFPI-20 1 3/4 9 1/2 2 2 4 """+++--- ��� J5 RFPI-20 1 3/4 9 1/2 1 32 32 J2 J2 B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 4 42 � ... I' i' — I' 02 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 J2 O O - J3 Accessories - - . �T� 1. H1 H011950-or-ITT9.5 5 "..--- - o o ----434---- 11 -ks _- ® CONFORMS TO DESIGN CONCEPT r---- — ,-y J12---.::::,----B4- ci Nil ❑ CONFORMS TO DESIGN CONCEPT WITH all u_ J ,rt REVISIONS AS SHOWN CV rV ❑ NON-CONFORMING-REVISE AND RESUBMIT -- J1 __ __ — 1 �' THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE all J 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 44 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PROOFITY AIMOVER THIS SHOP DRAWING. 1?' J} -1 By: Arnold R.Soloecn Date:Deceeber 3,2015 J1 - --- -- - - CT ENGINEERING INC J1 I^J CONFORMS TO DESIGN CONK PT J1 - —' - ID REV ONS NOTEDSIGN CONCEPT WITH �.# —__- ❑NON-CONFORMING-REVSEA RESUBMIT J 9 J1 I J1 .... 1 " ev ae.ia F"tui Dee Niwos —, _---- MILBRANDT ARCHITECTS ::::::152.-.......—- - --a2- -, I JB 1 J:,1 1 1 I J3 , I J3 I I ..13 — JG II IMPOR TANTI REFERENCE INSTALLATION START START A GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION I PORCH i HERE HERE 1 PORCH LEGEND: H =HANGER GALLOUT ac u m er ® -SUPPORTING POST & TRUSS 1\ COMPANY -POST LOAD ABOVE R =RIMBOARD 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)553-9663 LB -LVL BLOCKING PLAN DESCRIPTION/NUMBER: 34 1 3 ABD(NEW) JB =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 1 1/25/15 5 =BEAM(FLUSH U)/JOIST) DESIGNER: KAMIL.HENDER50N DATE: 1 1/21/1 5 HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550=BEAM BY OTHERS SCALE: 1/4"- 1'-0" - (MAIN) SHEET: 1 Of 2 POLYGON 3413 A(NEW) 14"OPEN WEB JOIST @ 19.2"O.C. PL15-398 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING Products 4 q PIotID Length Product Plies Net Qty 4 (.4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 1' RM1 34-00-00 1"x 14"APA Rim Board 1 1 �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT r-�` A '' i RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN -c i RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN '' RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE iN BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY , OVER THIS SHOP DRAWING. I o 0 0 0 0 0 0 0 0 0 N. N. 0 ,� N In ,n ,n ,� BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 L` LL LL LL Li LL LL 'L` `l LL "` 2 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R. Solomon Date: December 3, 2015 " u_ LL !LL LL LL LL LL LL CT ENGINEERING INC I *"I BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMSm DESIGN CONCEPT BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 N hrpIGNCONCEPTMTH BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0NON-CONFORMING—REVISE&RESUBMIT BM2 21-00-00 7 X 18 BIG BEAM 1 1 ,F -, ��.�°; By BM3 21-00-00 BB01 1 1 °; Alexia � 8117/15 -3"-0o ® BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS 1��_�_4'M1I. o_._�__�� 11-05-'3 L _ __ IE�I : o m C W ), W o -0 rc'— m ril w (-21 r )3 c 6 i D - G) i = c — X 0 _' 49'-0" m Z Po z > < Z' 6'-0' 12101 41'-0" m 42-0" 213 Z oi N I.h m Cl01 43'-0" o �, o0 w -r— \ '� ;0 7 a ,- � o co 3� rn ' T8)CT -I �� co �- - E1 f N .1 N - .c < N ci) w m 0. ou IR v, z z z � y up m 7-'-' W �' w ry W rn m O1 -' _ (n = ~1 -- --. -- — -- -- 4 - 4 C ma CD : ' Z.' 4 . _. \ ___. 0 D 9'-01/2" b' bi m o .r Q. #.i... ci) w o m 0 .. _ 7 O z-zcoozDZCDm I -46 le Q- mmmmzzmc� cpm M �; � &jcncnmO— mrD4 C5 (2) 1v'�1V r'Cli 7 -zzoi-m�Omomz �f3 S e Ort Ouo41 zmzDmo—iTx)ri'z, —-. —i- mOZ000(2OO D3 (4) .. C O,mO-mztcnrz<O� r— 5/1: c). OOOOF�Crc=�mm ~ zmT'wzOrmOzmO (3) CD8..,wm, amoc,mzm73Zz)m m 21 -rp0CJ �DO�� 02 - .i il o ,�.o � 7: �� O cu ., zi IL -. 1 - , D2 2 3 a �� t -- — - _ '- ca CZ y 217 mmi bilif 0 C D1 _ cn tin Mill 111-6 1/2• - in 401-2" 12'-0112" -1 ,.._ = 0 �. M TONFORMS TO DESIGN CONCEPT 3 E] CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH n B 3 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN d c L�I REVISIONS NOTED Cri N nNON-CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT > CD F THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATORJVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE m DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC