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Plans (42) • evt,5-T ion- 000'6 0 1 1 so-3 ro,re4" 1A-c., 16.)L) LEGEND: R } s--- - SANITARY SEWER — I o inmunty --- _ _-_- STORM DRAIN ____I .. Design CITY 0t TIGAR® L__________ WATER LINE �� 12564 SW Main Street - _ __ _ ( ) MANHOLE Tigard,OR 97223 Approved by planning ______ __ --- /_- SW SCHOLLS FERRY ROAD a CATCH BASIN [T]503-941-9484 DATE: 1/25/2016 Date: iiii-Vie-4- STREET LIGHT 321.5 322.9 REVISIONS Initials: 2-g - _ ' _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 71 7 — — . -�] - � � '-_; — - �-_._ � __� � � EROSION CONTROL ___._..____ __.._.___._ —A322------- -- __ / _- — 411 STREET SECTION, SEE 1 ______________320 -_-_- -----__ _______ -__ _________.____._ _ __._____ _..__- _:: CONSTRUCTION DOCUMENTS !_ _—=318- - - - - —IXIii 8.00316--_-I —27.61 -------I PUE - , Io .. ... 01 I �j I 1 0 v, Ale; o� SETBACK SUMMARY 'o J L_ i 1 FRONT SETBACK: 12' 1,. I r _ -1. ; ----1 SIDE SETBACK: 5' 1-HR FIRE ; If k Li STREET SIDE SETBACK: 10' RATED EAVES 1 i 3.00' :`:\ REAR SETBACK: 15' \ 150 _ I I I ► I ! a PORCH SETBACK: 8' ' 1 \3,595 SF 1 l x E 3.00' 1 I zI ,, 1 GARAGE SETBACK 20 - ' 149 i BUILDING: 3410BR . .; .. ... . .. .. .rFa, .._.. _ .r.. ua . I co '7: •FF � 3153 ��_ ! '� � s� ' `': • / 1-'HR FIRE;. I,.. _,,,,,,,.4-_ - 4' = < - f SII \ I �, � RATED EAVES— \ \ '' WHOM b ,. 1 GARAGE h . , 1 . LOT COVERAGE: Lo ' 1 r r—JhT - s- - ti \ 1 ' I _ ' ___,, LOT AREA: 3,595 SF o I � \ � II . �-- -- -� I I L� ... .__ of , 1 RIVER w La-� _._93 1 PORCH I �\ 6.00' = I (I I - BUILDING FOOTPRINT. 1,443 SF �' 120.01' PUE - TERRACE c —\\ 1 15.99'. L\, _ f� r ; <� U \ 312.5 I OF COVERED PORCH: 140 SF NORTHWEST I(]' \\ 9.87 - \-40.0' I i '�..I , \ CANTILEVER LIVING SPACE: 0 SF • I co a f l SIDEWALK ,� -7 I I _ :c 7 is '; i L' N��� � �.g® o , I� } � _ ® \.411_ � COVERED PATIO. 111 SF a, _ — o ,.xco DECK AREA: 0 SF WATER METER ER �_', �1 LOT 150 "' / SANITARY LATERAL ' . , TOTAL COVERAGE: 1,694 SF PLOT PLAN / / I \ Lo 28.00' <. �---STORM LATERAL ,. N,, 47.1 — C]5 —.—vim....._._._. 35 -- � �J Tc N \ PLANT (1) STREET ~` IMPERVIOUS AREA: 2,175 SF c ...... ., , . ,- l �,��, __-- SW FOREST HOLLOW STREET -, ,. \ TREE: 2" CAL. '",, o �, `a KATSURA TREE/ --- `, --_ ` '_ - , _` �St ,47- , O.: CERCIDIPHYLLUM _ I,, JAPONICA I - ;_ — rzz 1 r1 I '� i \ — 4 I `� 0) c P_ RIVER TERRACE NORTHWEST (503) 221 -1920 PROJECT NO.: 39 -03 CI 2S1 W6 a TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE 9 LOT 150 (R-7, MEDIUM) 10 0 0. RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 17303 SW FOREST HOLLOW STREET RECEII\/EE APR 3 2017 7/_ 6X6 6X6 CITY OF TIGARD BUILDING DIVISION �o ®�e 6x12 HDR ®® - w v cr) o N up n O F— O Q =3 /8\ /4\ /8\ \S1.2/ \S9.0/ P3,/,\51.2/ STHD14 4X1 Q HDR ST 1 STH 14 � � _��•�� A�e� r�,� � � ® ® ".�.'2 2®H'��• �.2�2X10 HDR 6X12 HDR X10 H 2 STH i ..__e':'�n`r.•,� _......._.c :r..E Aas . __l — i Y; $2,_J` I®® a rt.®Q.�m a Ami.'®m®m p, � D � , 1 7—— ���� 1 U �i �1 I --- ter -- -n---- rr. --- _ __ 1 1� J 11 1 — 1 1 �II (2) KING STUDS i :,, -—— —_)—I_�..' --- - -1 --I __I _— I I t _uz - J I 111 W/ TRIM STUD o 7.<- ':;::' ---------V—----3 I III c EACH SIDE MIN. J MAIN LEVEL SHEARWALLS , Nan 3411' UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 / T $ 14'-33/8,,. . w i Patio 0 34'-0» r 7'-11Y2" . . 7'-10" • 5'-1/2" CO 4'-9" 8'-4,� ° I I Lui I CO 5-0 5LO, EL :• i': I 2-615-0 SH - I �, I ti G 05- OF 2-6 5-0 SH 71 L_____j N. �- i* r : -- 1 //' CPI Lo I I 1 Nan 3410, MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3%8" PATIO WIDTH VARIES PER LOT 6" 15'-11%2" 83/4„ 83/41/ .* ' 'r It - 6x6 PT POST N 6x6 PT POST - M THICKENED7- 16 L w r-_ SLAB EDGE D2 4'-6" I CI) 0 lc, #6".. 3'-6" e 7 ID� 3'/z" CONC. SLAB i w 1 \5 5 0 P3} S18 1.2/ .2 \ O 06 N \ / / r= --�THQ14 ---� ® �TN�4 �TH0_14 �TH�4 N. N. 1,...................1 (Q cl se \T1 I I I\I 0 I —I d c„-7 _f_ r 1 0 7 2 I I I w L J 3&4 -2%4" L- e -J —113/4" 3 " 11 /4 1 I —` I a D1 e D1 I I - aI 1 18X18X10 FTG INan 3 AH 1 I .� FOUNDATION PLAN ENGLISH REVIVAL - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 & A7 MA-1O This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHT 2014 RGSEBUR,G FRAMING SYSTEM -°^•�°�F•°�= 17. i qualify engineered wood products for today's builder- These o=r, plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 20 1 4. pry di i� AI' isoese .V' TS FRThe plans may not be re-used cr copied,in whole or part,without written permission from Pacific Lumber p pp'�, �q I TO neARING BELOW- Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other REGI DLA L L I Gil D I EllIl INSTALL SOVASHBLOOKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,I/, ' °mow. . 4,1110 PELor,ro POS ABOVE.. ROSF8URr3 FQQES7 PRODUC75 Q05EBUQG FOREST GSE3L7{fCTS G _ BEARIW AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `� /� `` /` BELOW roPosTABove. •enalties of u•to$20,000•er work infringed,and$100,000 per work infringed willfully. 4'. FPO JOIST `/mit �\V ' ROSEBUQG FOPEST PRODUCTS G=z4f 1E° Iw I\ CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR 2)ALL FOOTINGS PER DESIGNER'S PLAN !:, ,',f1tT;07,`Z.,:r=r"" (UNLESS NOTED OTHERWISE) .=.I,=y.v:•.,Ir-s�m,rm•.m�,. EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFKBLOCKING PANELS WITH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWISE) 5.1.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOD 12 SHEARWALLS 1 psf DEAD LOAD SLEEPING AREAS: THIS/5,4 PLACEMENT PLAN ONLY. 3Opsf 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: ---- r---- Purchaser responsible for approving this 25psf LIVE LOAD •1 1 1 1 ayout prior to any construction. 1 1psf DEAD LOAD IPATIO 1 I PATIO I 1 1 Si I R1 R1 1 L 1 • J -- _ — _- p -- JB= ? ---_-- 10'-3' I 10-6 13'-3' 13'-3' 10'-6'J3 10'-3" �, J-3 • III- 1 .5 'III --,-.15i _ _ _—_ _�— J� lill• - - ® CONFORMS TO DESIGN CONCEPT • _�� II — -- J. I� ❑ REOVISORMS IONS ASO DESIGN SHOWN CONCEPT WITH • I' � Ll 'ii J3 III ❑ NON-CONFORMING-REVISE AND RESUBMIT — ---- _ ---�-- .S N II ;I I411 ( I;I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE JD. ' _ .J-3---J WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ________71.R 1 J 1 J 1 J 1R 1FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE .— J5 _ - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _ J. :5-4' OVER THIS SHOP DRAWING. I 'i __ By: Arnold R.Solomon Date:October 28, 2015 • iI J5-- i _ � �� CT ENGINEERING INC= }I - ,• � X❑ CONFORMS TO DESIGN CONCEPT 6. - i.r T,`.----— R 1 R 1 J3 3 0 N ® ® pq "II ' CONFORMS TO DESIGN CONCEPT WITH — _ _I-, J3- 111' " REVISIONS NOTED ko _. '1----- 4 rr -1 r J4 ilr. ---- J6-II - I ! C ----1-5------- `— -1 7/ Vii'. - I J6-- — - El NON-CONFORMING-REVISE&RESUBMIT 05 J3_ - -- i;L -----B-1--------------- -- I :_ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1y ll, J3 I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 �_L _ Jam_ III R 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ®i , Il DRAWINGS.SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE I .J2 _ PRIORITY OVER THIS SHOP DRAWING. IBy Jeremy Pfarr Date 10/16/15 - —J2 !E MILBRANDT ARCHITECTS • J--2 = Jo 'tr- --- __J-2 = 02=— - ® - ---2 = —J=2------- J-2-- - _= .12-- • J2 = J2 I R1• R1. J2 = J2 --'2 = - r II il l I START i1 `J_1 JAI) J=1 l I START 1 FRAMING I• J1II J. FRAMING HERE Ja- II I — =1- HERE J=-1- il PORCH PORCH IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION FL 1 5-355 (MAIN) POLYGON POLYGON 34 10 BD(NEW) ' la z .-{ LEGEND: Mr*# 1 Material I Width I Depth I Grade IGI?ty I Gut Lth I Tot i_th ei i .. . (H}-=HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 0 - F',. Um.R 1 OSB Rim 1 9 1/2 1 0 1 6 1 60 ® & TRUSS =SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 6 30 C``:, =POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 12 14 1 68 A N Y J3 RFPI-20 1 3/4 9 1/2 16 34 544 R =RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 410515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 L5 =LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 12— MAIN FLOOR JOIST LAYOUT J5 =JOIST BLOCKING J6 RFPI 20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"= 1.-0" PLAN DESCRIPTION/NUMBER: POLYGON 3410 ED(NEYV) CUSTOMER:J =JOIST GALLOUT B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 PLAN DATED: 11 0/2 POLYGON 5 5 -BEAM(FLUSH w/JOIST) Accessories HDR -HEADER(BEAM BELOW JOIST) H1 ITHO 11 950-or-ITT9.5 5 DESIGNER: KAMI L.HENDER50N DATE: 10/21/15 550=BEAM BY OTHERS PL 1 - (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 START 19.2"O.C.HERE RM1 34-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16"O.C. ® < ®c) RM1 24-00-00 1"x 14"APA Rim Board 1 1 / OVEJOISI FOX KA<GV,NECTIONl23-D6-08 o RM1 12-00-00 1"x 14"APA Rim Board 1 1 •vE JOIST FOR PLUMBING] 1 3-01-OD �RM1f k 'r RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1— 4" RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING o- it BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 .I BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 u t BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t7 s ¢peri p1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11' BM2 7-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 I LL; BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c� cn m ch ro ern -.0, , r` ;� , '� CONFORMS TO DESIGN CONCEPT I o 0 0 .o o =o 0 0 o ro 0 0 =o o y )v, . BM3 6-00-00 1.5 RigidLam LVL 1 3/4 x 14 1 2 6 8 LL LL LL LL `LL LL LL LL ':LL LL LL LL `LL n CONFORMS TO DESIGN CONCEPT WITH i I,d BM11 5-a0-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'N N: N ,N N N E o to S'.. 0 .o BK1 4 00-00 1.5 RigidLam LVL 1-314 x 14 1 1 REVISIONS AS SHOWN LL "` j BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 111 NON—CONFORMING—REVISE AND RESUBMIT —, I BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1 cc cc1 BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �' N BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0I A I ;I BM13 3-00-00 BB01 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ,p rI � 'il DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �/ _ 04-04m-„ _ I K1 c c__D - e_ d_'I OVER THIS SHOP DRAWING. II IBM2I `r'1�! OI ,`' 12- 7--14 BM �' I ) 2 ILL_ ID u- U ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 Ig m I ' Pim;� 1 0 THO17140-2 36 ;fin h RM1 II 1 © HUCQ1.81/11 3 CT ENGINEERING INC 6„- B I —:= H !I IE IBh� ; 1x14 OSB RIM FOR SHEAR BLOCKING 28' E IBM1I iI_.__JBM3I=_ i ,2 © TFL1714 1 , i ® CONFORMS TO DESIGN CONCEPT 0 tY BK1=BLOCKING FLOOR LOADING s II RM1=RIM BOARD ri CONFORMS TO DESIGN CONCEPT WITH � '' 40 LL REVISIONS NOTED r { 'Lo 0 0 .i:1'23 .o o Zi 15 DL L :IL Il :1u_ ju_ :LL •,.LL ❑ NON-CONFORMING-REVISE&RESUBMIT - _IBM3I ! REFER TO STRUCTURAL PLAN FOR ADDITIONAL N.: ) POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 LL LL AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE A Y H) `;, , •° '� } I FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B I 'w a I• x°- `'=/ 'L I'm 5 l I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE I!p, -oo 0 1 i' PRIORITY OVER THIS SHOP DRAWING. I _LLLL LL II. I SHADED HVAC DIAGRAM ON LAYOUT I5 A GENERAL GUIDE ONLY. By Jeremy Pfarr Date 10/16/15 15 m 1 :;lo ':o o r 3 I I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I I :;LL c'LL LLI 'I r, MILBRANDT ARCHITECTS I Ili': i BM_l 11 BK1V u„ IRM1I o iid i a m _<_ Jcar._ s - --p3M9I IBM7 "------- co-----;--" I ' 71- _ OOSNG 0 14 I. —M DO NOT: Loosen, remove,cut or notch any part of the open web joist. I Paelli 21U ' .r ber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET & TRUSS `;\ COMPANY SHEET 2 OF 2 o m co w D w 0 F-- > z ` ® �mj _1m _ CA• A rn oW WAG n --I,�ci5 c) o m 1 Z z CO W z 52-5' 3 a 13'-0" 3915' 4.1 m D au n o 9 : _ _ _ _ ` a y• m Cl- 7:\N ''' ' : ::': I, c W c y m m zi xi � m 41 - C C C 1 N O O 0 0 0 1 CI rf 2 , Wlc\\\\\ f ii w iv fVm [l ^ N coN EA 9 I -- I 1 Cr N su EIS 'D. ' Q � mOmc � •■ < mm-�cnm 0 O O g 0- m-1r< i___ — 9 0 6 A ( 0 P E Ig.j... 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' ' -� n CONFORMS TO DESIGN CONCEPT WI H . . 52- ' REVISIONS AS SHOWN 0 NON-CONFORMING - REVISE AND RESUBMIT = 3 ® CONFORMS TO DESIGN CONCEPT 0 ----"' • -0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE CONFORMS TO DESIGN CONCEPT WITH WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 IVTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. �� O WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE '- T ENGINEERING I N C PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS