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Plans (36) (V3T2or7 -000i73q: 5„,,,\J-2:7 kAt) \ct) :: s • --1 LEGEND: ss- SANITARY SEWER 4 1 Cie 1 1�1C. 1Co` nmu nity, D _ STORM DRAIN Design w_-77/- , 4,, CITY OF TIGAR® - W--- WATERLINE z: Str .. ..."-.._- 1 MANHOLE 12564TigSW Main 972233et Approved . I�g _ Tigard,OR ,;. .__-- [T]503-941-9484 I CATCH BASIN Date: SW SCHOLLS FERRY ROAD - DATE: 1/25/2016 T� STREET LIGHT REVISIONS Initials: ________ - STRAW WATTLE PERIMETER 1NO. DATE DESCRIPTION 317.8 319.1 EROSION CONTROL 40.0' q--I t -%'.;///--- z, _._ F TREET SECTION, SEE i ,,, ----_ ____ ______ 318 --..-- _ F CONSTRUCTION DOCUMENTS 1111 _-_..�__316_..__314 I�_ 312--_._---___-_--- 8.00' -____- -- II _27.58'--___ I'UE _.._ — - SETBACK SUMMARY \. �o o� I FRONT SETBACK: 12' III '1 ��15, .)\\\I 0 la 0 0 i 1I I SIDE SETBACK: 5' l0 1 €L JSTREET SIDE SETBACK: 10' REAR SETBACK: 15' I; I ; PORCH SETBACK: 8' 147 I GARAGE SETBACK: 20' 1 3.00' 1 Je \ 3,595 SF 3.00' 146 BUILDING: 3410AR 148 , I 0 FF = 310.3 ' ¢;.i,4 .,; ,>� . I I ow.II Qi \\'� 1-HR FIRE �',?:_. 6 I 10 I , RATED EAVES GARAGE LOT COVERAGE: 1-HR FIRE I ,coI CN RATED EAVES i I \ i LOT AREA: 3,595 SF CV _ w j II , O PORCH ,__ ---�,- 1 ii le)1-1 _ -J �` I BUILDING FOOTPRINT: 1,443 SF TERRACE gI -L„J 15.48' 15.99'i 20.00' jN. PUE _ COVERED PORCH: 50 SF NORTHWEST o T:\ 308.7 0 ,GE_- CANTILEVER LIVING SPACE: 0 SF CO - 0 ° 0 :rl COVERED PATIO: 114 SF to ,,, vi i 0. i,,J A 1- f / I 3U9 $, ,, DECK AREA: 0 SF SIDEWALK u-, --. :.._ i: x -_' _. _._._ ____ _ _ � ... =:_a -_ LOT 147 `' WATER METER TOTAL COVERAGE: 1,607 SF PLOT PLAN -L,,'=-- 1SANITARYLATERAL PLANT (1) STREET / 44.7 28.00' STORM LATERAL TREE: 2" CAL. 1.__I_ cis _moo, __ _.___ ___ __._ -- KATSURA TREE/ -.. ,), s — IMPERVIOUS AREA: 2,151 SF 0 `pI laS CERCIDIPHYLLUM �'\. SW FOREST HOLLOW STREET JAPONICA -- ---\ M __' OFFICE E " - - ' I V ' /�� ~q- �\ 111,,.\`iC ity of Figart RIVER TERRACE NORTHWEST (503) 221 -1920 PROJECT NO.: 395-037 A.� � 0. 251 W6 , ' � I N TYPE: CONSTRUCTION j B - .:,t "' 51.-Jo . 17SCALE REVIEWED BY: PRE LOT 147 (R-7, MEDIUM) 3 $� 10 0 co RIVER TERRACE NORTHWEST ,c 1 INCH=20 FEET 17343 SW FOREST HOLLOW STREET Z il-TC Er El ZA APR 3 2017 6X6 6X6 ti 0 CITY OF*TIGARD BUILDING DIVISION ° i ® x12 HDR ® ®---.__m - W U• O 04 C N co O I - PT I O Q E:3-3/ 8\ /4\ C /8\ \S1./ \9./ P3�\S1.2/ STHD14 4X10 HDR ST �1 STHD14 STHD14 g �, i___ _ ®� �-.�. 1 � 2 2 10 H D,. ----� _(2 X10 HDR 6X12 H .a- a- t" .=r } � tet, ®-_� ®--- HDR 2 X10 DR -- i11 I U `�J I 1 -----ter - -�--- t),, --J 11 J I I 1 ___ = I I ��I (2) KING STUDS ' m b - I W/ TRIM STUD O w --� I III --7,-----A-----� I III JEACH SIDE MIN. ' X �, GeV MAIN LEVEL SHEARWALLS r''� 't3IES UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r -_ 1 14'- 3/8»: ® . a_ LU / Patio • w Q 34>-0» T-10/2" 7'-10" 5'-1Y2" ,-11 12 » I -00 • Cf) CD - Q 5-0. 5L0 ,, • i i 2 '6 1 5-0 SH 6-015-0 F 2-6 5-0 SH -; ��' i I 1 ¢ 1..1 ii ,• 1 DW`- ----- Q ® ,,_ b� ---J I I ;I ° I. u7 D2 _"• of N I i , 1�'% ,ll'; rr MAIN LEVEL PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3Y8" A PATIO WIDTH VARIES PER LOT 6" 15'-11%2" 83/4» 83/4„ 1 6x6 PT POST '1 6x6 PT POST �� - j /1 �o\a--- __J THICKENED 16 �__ w r SLAB EDGE D2 4'-6" 1 O 6" 3'-6" - o 31/2" CONC. SLAB w Q 8\ W -0'-5" /10\ / \ NI 1 P3 S1.2/ "� �� S6p0 C/ P3� S82 rT STHIZ14 aT5QJ4 _ J �THQ14. ca __ — — LTHp�4 NM ►'i3 7--Li f F--, L -J3&4 -21/4" L— B —J -113/4" _ oo D1 D1 =, I - I r 18X18X10 FTG Ilan 34' 1 ' - FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = V-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6 8c A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHTZUi4 ROSEBURG FRAMING SYSTEM " n� ;:.:: i qualify engineered wood products for lodav's builder" "y{`^'a •, These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. soup BLocKALL The plans may not be re-used or copied,in whole or art,without written permission from Pacific Lumber (/'�� I$��, ® LVL pp`,��J� l//,11� pJ®� �J�[} ec'.—.•wer ,II �� POSiS FROM AaO�E P y P P IGIDLAN L L RIGIDRIM• o BEARIN eELorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 4111 c::au ': ,I NSTALLSQ ASN BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or..r.. _ ,III PER DETAIL1d.MATLHROSf8URL3 FOAESF F+RODUCTS AOS£8[TIFG FOREST PRODUC75 BEARINGAREA7;=cKS copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include / eELory To POSTABove .enalties of a.to 520,000.er work infringed,and 5100,000 per work infringed willfully. /kg/ � � ROSEBURG FOREST PRODUCTS �% _,�,.e`' 11 'NO 1110 ea', CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS e.,,rn.:,�.,,_:._,:. T.- °p `-oP`: "' "" • EXCEED THE LIVE LOAD • 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) RPM'BLOCKING PANELS NTH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN pp FLECTIOL/4SO N CRITERIA (UNLESS NOTED OTHERWISE) N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 2psf DVA DOD 1 SHEARWALLS 1 2psf DEAD LOAD • SLEEPING AREAS: THIS/5 A PLACEMENT PLAN ONL 71 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOF LOADING: --- Purchaser responsible for approving this 25psf LIVE LOAD I I ayout prior to any construction. 1'7psf DEAD LOAD I PATIO I 1 PATIO I R1 1 R1 R1L__ __ R1 : 10' 3" J3 1 _ I. 10'-6" I: 13' 3" 13' 3" 10' 6" 10' 3" l I II �� CONFORMS TO DESIGN CONCEPT i J I _ —_ I J� II! —_ ® CONFORMS TO DESIGN CONCEPT WITH II. Ja II— ,3 II it 43.----- REVISIONS AS SHOWN I _ ill _i ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 5- -. II,T .t3 It, 'II- I J3 — I� ---- _ I i ,J- '' = WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 'III --JB ri 1 11 ' FABRICATOR//VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R 1 J) 1 - JE1 1 - 1 1 41 R 1 OVERGN THIISASHOPSDRAWING�CIFICATIDNS ALL OF WHICH HAVE PRIORITY --- I1. J3— --- -- 'Ili' �3 — ,;I --- 3 I Iii. J Ili. By: Arnold R,Solomon Date:October 28,2015 • A I, ';II CT ENGINEERING INC I '1 1, I; J3 l! - 4 .J5 l - v- 0CONFORMS TO DESIGN CONCEPT O. I�.5 II it r3- 'll kj ❑ CONFORMS TO DESIGN CONCEPT WITH 0 r IX- Rf R1 R1 I --_ _ 0 REVISIONS NOTED J3- == ____ - R— �J3 - I, #•LI'�4,I�L -8-1 - I B i;ir 4,'h'I jl _ 0 NON-CONFORMING-REVISE&RESUBMIT ® is_ �iC 1 ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O ' B i _ "1 {' J3--I O RELIEVE WITH DESIGN CONCEPT ONLY AND DOES NOT RE E THE _ r ri I CI FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R 1 DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE F._ R 1 11 ® JO _ -112.---m II'. IL PRIORITY OVER THIS SHOP DRAWING. J2 - J-2 V By Jeremy Pfarr Date 10/16/15 " 12 I J2 — 11 MILBRANDT ARCHITECTS J2 _ J-2 tr tr J-2 - j Jo - ••=-2 _ 11 --2 I JO 1 J2 =1 -- 2 = J2 - Jo - R1 -1 114I_ - -k3 2 I. J=1 J 1 I START I J=1 J )Ela -fit START FRAMING 1- #I PORCH PORCH ��_ FRAMING HERE as_ I fi Cr HERE �1 N t J, J —..1... — I• IMPORTAN77 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 15-354 (MAIN) far __.‘,' POLYGON POLYGON 34 10 A(NEW) � Mrk# I Material I Width I Depth I Grade'Gay I Gut Lth I Tot Lth ' CI141 —I Au (H}-=HANGER GALLOUT /rte' ? : 5P. JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 L. Ni =SUPPORTING POST R 1 05B Rim 1 9 1/2 _ 10 1 6 1 60 ' , J 1 RFPI 20 1 3/4 9 1/2 5 b 30 & TRUSS \\ C OMPA N Y ED =POST LOAD ABOVE J2 RFPI 20 1 3/4 9 1/2 1 2 14 165 MAIN FLOOR JOIST LAYOUT R =RIMBOARD 43 RFPI-20 1 3/4 9 1/2 1 6 34 544 SCALE: 1/4"= 1'-0" 105 15 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)353-9663 LB =LVL BLOCKING J4 RFPI 20 1 3/4 q 1/2 2 2 4 PLAN DESCRIPTION/NUMBER: POLYGON 34 10 A (NEW) JB =-1015T BLOGKING J5 RFPI 20 1 3/4 9 1/2 1 12 12 CUSTOMER: POLYGON J6 RFPI-20 1 3/4 9 1/2 1 22 22 J =JOIST GALLOUT B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 25 PLAN DATED: 1 0/2 1/1 5 B =BEAM(FLUSH w/JOIST) HDR =HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.HENDEPGON DATE: 10/27/15 H1 ITHO 11 950-or-ITT 9.5 5 BBO=BEAM BY OTHERS PL 1 5-3 5 4 (MAIN) SHEET: 1 of 2 • POLYGON 14" OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 A PL15-354 UPPER 10/28/2015 Products PlotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 THIS AREA 16 O,C. START 19.2"OC.HERE ®o RM1 24-00-00 1"x 14"APA Rim Board 1 1 •„Ecr6ul23-O6-o8 /9 RM1 12-00-00 1”x 14"APA Rim Board 1 1 ,VE JOIST FOR PLUMBING' 13-01-00 Q _ I1IIIIIIIIlL IRM1I Jr '�- RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 4" TO '` ' • RM1 3-00-00 1"x I'f1 II'i, BK1 19 00 00 1.5 Ri;I BM9 15-00-00 1.5 Rim LVL 1-3/4x 14 1 1 Il BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ii BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1,1 BM1 10-00-00 1.5 RigidLam LVL 1-314x 14 1 1 �I fiI -� '= w>= i BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT 0 i BM3 6 00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 IILL LI- LL BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 j I n Ls/CONFORMS TO DESIGN CONCEPT WITH _ N I'i' BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 REVISIONS AS SHOWN - - BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 00 1[ BM7 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT - BM6 21-00-00 7 X 18 BIG BEAM 1 1 cci THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE — I'a BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 IA WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I BM13 3-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ,. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ' ° - - . "e . 01 --- '' OVER THIS SHOP DRAWING. �� `A 1.9.i: o! �F '12-IS 1 imlarair 1 I; 0 I L Ip I4-F'lip (A, ACCESSORIES QTY By: Arnold R. Solomon Date: October 28, 2015 calm I xn1;aN ` I,I THO17140 2 36 CT ENGINEERING INC ° m RMS II WIN !-1 © HUCQ1.81/11 3 -�-� •� A- '1-28 1 I' BM3 Jilin MN r 1x14 OSB RIM FOR SHEAR BLOCKING 28' Mil -._- _ _ 15 © TFL1714 1 k1 CL ® I CONFORMS TO DESIGN CONCEPT li 1 CONFORMS TO DESIGN CONCEPT WITH ' x ; I BK1=BLOCKING FLOOR LOADING 40 LL �..;t RMI=RIM BOARD REVISIONS NOTED o o Io o �oI 15 DL ❑ NON-CONFORMING-REVISE&RESUBMIT = _IBM31__ L/ REFER TO STRUCTURAL PLAN FOR ADDITIONAL II I .-s • 'F POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 11114J4451 Li ;i AND SHEAR BLOCKING REQUIREMENTS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 'IO 1�`4 F. '•Ear ' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN B4 "� I�'�tI;� i�•= � �� ! SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE o Illr oLIII PRIORITY OVER THIS SHOP DRAWING. LL Lt ; I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. By Jeremy Pfarr Date 10/16/15 m o it I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA lL MILBRANDT ARCHITECTS __ = . F,- o II .� i-.. 4 �I imiI I' � o OVE JOIST----V -- r�a,��;_— it OR PLUMBING I .....-___...a.w.A____.... DO NOT: Loosen, remove,cut or notch any part of the open web joist. P-.k;cirri \a: u -. ber JOIST WITH RIM SCALE: 1/4"=1'-0" on 24"x36" SHEET $, TRUSS COMPANY SHEET 2 OF 2 O "D 11 o0 F-- > r _ � m 0 a0 r- ..‹):1 o Co r 0 •1 CD o nr0 = a > m cn :: C. Z i ? 2 74® 3915' . I 10'x" rt ez - n � Cl v m a / z Ei 0 p I� — e -< C2 s0om m y y 54 11 � � � � i � I., _ i = _ \\\*„\:„.: - = Q i 744 t N rm m m ►�DZ r 6ik ° ? � ? °cn o 6• W N <m - NMI N, - = _ -- - N D1 _ r M C5 #S) -.II ID 111-14j- 1 Q. o m-�X� D < cmi��-Ocmi�m m n ii CO 13 1 b O �CG��m�_�m��� I N �� 7 a zmmCOcn ZZ-n oc0m '�> r �• : ; mwcnmO-z�m v "'VVV z<mz _zzpWmK,mnmz ,,„_,>_,__,, I O,.zmzD �>zD 1 Dz�O_ Opo,„_,�mm z0 c00 0mm0 mz�.rz< OOOOr-.Cr m 0_,_0730 FDP. �Omooz�z73C m0 -- \ - Ci �=D0oCD�p rHl< 00p ZCi) C Z - (0 u)Ou, ma o k _ _ ........ ..te tey Rof r N rem. cr CU 4D. = N, ku use.; I 0. u) IA --11 is 4'S' 1 El d s ::::;; t 0 4_O1 _I3'� I 381-10. E] CONFORMS TO DESIGN CO CEPT = CONFORMS TO DESIGN CONCEPT WITH ,w a cQ ® CONFORMS TO DESIGN CONCEPT REVISIONS AS SHOWN CONFORMS TO DESIGN CONCEPT WITHrt. I - c ❑ REVISIONS NOTED H NON-CONFORMING — REVISE AND RESUBMIT •3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ c ® NON-CONFORMING-REVISE&RESUBMIT jWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE . •, 'W w w ' WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Z � OVER THIS SHOP DRAWING. ro DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE :tea o PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: October 28, 2015 ch By Jeremy Pfarr Date 10/16/15 CT ENGINEERING INC MILBRANDT ARCHITECTS