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Plans (21) `� ° "--,41.1.:�; / t„ i IC1\ i t 1 LEGEND: ,, J I —ss SANITARY SEWER Pacific �� ��� �.. 1 ' —SD STORM DRAIN Community � 0 Q `�\ ' ° I \ I —W WATER LINE DeSI,_ 12564 SW Main Sfreet 36.00' 1 \ - ® i MANHOLE Tigard,OR 97223 f ryI - \ I /�, N �% ; °' I 5 CATCH BASIN m 503 9a2-9484 I ': , / 1 ` 1 '. I DATE: 1/8/2075 • Mil IS t,r 257.3 �` :'\I I 255.5 ' STREET LIGHT REVISIONS 111. It ; E I 48.2' 256 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION a �'t y ,/ - - , - - - - EROSION CONTROL �r.�p� A \� ' 1 I ii�I s• ; �y 23.16' 15.16' 25 4 STREET SECTION, SEE ` - �' I it r CONSTRUCTION DOCUMENTS _►�9I'' �'\_11,,,r- LU - , 6.001 ` 1� I N . 1i w PUE ►1 - ( - I, %j Q ,I/ �� I_ _ / I SETBACK SUMMARY ,\tl � z f , ' I \ H1 1 1 1 FRONT SETBACK: 12' �� 1-- 2 I I 1 ; )1 11 I SIDE SETBACK: -.�.+,1 ' m 1 : /y 1 r I 1 / 83 3' ' can .\\ , ;f/ 1 1 ° / , 4,292 SF I I STREET SIDE SETBACK: 8' `1 I '1 t 10.16'1, BUILDING: 4.00' REAR SETBACK: 3' \4 , N cn r.... ( 3413DR I ' PORCH SETBACK: 8' �� \:. FF=256.5IPLANT (2) STREET n•,fel i �` I o 82 TREE: 2" CAL. ^ ' I a, S_ JUNE SNOW DOGWOOD / h`O, 1 `\ I I I I I N CORNUS CONTROVESA ti' t` , I, 1 GARAGE ' \� 11 ; I 1 I I LOT COVERAGE: a \ PORCH ta 0I 8.00' �� LOT AREA: 4,292 SF �, /1 _ 'i 9� 23.84' r PUE -- -- r-s RIVER co ` , r BUILDING FOOTPRINT: 1 469 SF o ��=°;.� ,,, a \ � 16.13• - , ��, i TERRACE W / / �' Illith- L) SIDEWALK COVERED PORCH: 114 SF NORTHWEST 0 3 34'2 �� CANTILEVER LIVING SPACE: 0 SF 73 co \255.9 - co 41111 I COVERED PATIO: O a _ 0 SF M �N M ��■ ` 253.8 ,A DECK AREA: 0 SF VISION CLEARANCE LOT 83 V WATER METER �� STORM LATERAL M `�� 24.00' TOTAL COVERAGE: 1,583 SF PLOT PLAN Si ,s TRIANGLE PLANT (1) STREET cls as\ 36.9 % r TREE: 2" CAL. AZ SW SATSUMA AVENUE H —Ss ® ® -SS GOLDENRAIN TREE / ss SS SS / IMPERVIOUS AREA: 2,097 SF KOELREUTERIA—SA `o PANICULATA - SANITARY LATERAL'--J G 3' ROOT PATH- 0 c CITY OF TIGARD 3 2 ( VRIVER TERRACE NORTHWEST (503) 221-1920 C ^M Approved///b���yA/ Planning 2 S 1 W6 C.�+� •✓'�//�/} 11 J PROJECT NO.: 395-037 Date: // W// �/,e TYPE c CONSTRUCTION SCALE REVIEWED BY: PRE LOT 83 (R-7, MEDIUM) Initials: S 10 0 CO RIVER TERRACE NORTHWEST Z 13304 SW SATSUMA AVENUE 1 INCH=20 FEET POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +1- 4" TO AVOID PLUMBING Products $ 4$ START FRAMNGHERE ) 9-08-00 4 PlotID Length Product Plies Net Qty T RM1 42-00-00 1"x 14"APA Rim Board 1 1 1RM1I ��1 1 RMI 34-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT _ RM1 22-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT WITH riyip. u ~ RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ c3-1 HVAC RUN RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RMI 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE . FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date: December G, 2015 v1 +n m a 8 0 0 0 0 0 0 8 8 NO S S o. BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 4a. u. u LL LL LL LL LL LL LL LL '.u. LL LL LL LL LL LL LL u, BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC 1e BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS roDESIGN CONCEPT BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑a O"' :SIGN`°""""W"' BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 °— BM3 21-00-00 BBO1 1 1 do BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS O 14.'._- B3-C$-14 ACCESSORIES QTY MU I ®A THO17140-2 44 4 © HUCQ1.81/11 5 a HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' m - �p BK1-BLOCKING FLOO,O LOADING ' - - - 1 I- u, u. LL W U. - — U- _LL tY RMI-RIM BOARD 15 DL ill gi �''. .I REFER TO STRUCTURAL PLAN FOR ADDITIONAL u n POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. K1 ❑i,tI I I FLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA Imo-- II IP 0 ._s,.€—_,--_a€= E --1.1, -�_ = ,A II L►ll I —111 .i• .01N ii 1 f /1_ �__ -V BM3 Pacifi umber � q START FRAMNG HERE & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. j I —� JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 PACIFIC LUMBER COPYRIGHT 2014 RQSEBU RG FRAMING SYSTEM- „,,-..---,-.... �w +� I' / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered W00C1 products for kJdOV S builder- --,..--- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber so�me:7T. �u // .osrs raa.neovet, . ee..ae ee�nn Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other m-. tl,„y...ffiR •w�.we "_ �) ���� RIGIDLAM LVL RIGSDRIM` 4r _ —,�,1,— msr.,u ous- M-• product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or .¢ _ �” ��R "�.RE'.°.o e`."Y ," ROSFOUR9 FOREST POKIDOcn xosMAR&xocr4r ------��, rs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include xAvnnttCrS \j 1 ` / BELOW ro eusr segue penalties ofto$20,000 perinfringedLL ��i �� pup per work infringed,and S 100,000 work willful) /� ��� FEB 201 RFPI JOIST kOSEMPOPOPPATAVOINUCTS 5u1.,..1-)1,-,-,-, ,,-...-", {.ONTR/FGTOR NOTES: DES/GN NOTES: CITY G A ,,,-,),..,:,,-,-,:-:-.,-(-:,,N 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS :741:4=,,,,,,,......,......, `" 2)ALL.FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REFfeLockAa PANELS NTH PEARS*MALL ABOVE POST LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA -- - (UNLESS NOTED OTHERWISE) OF L/460 N.rs. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL i 2psf DEAD LOAD SHEARWALLS 3Opsfat inING LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD ffN. Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/N6: 1 1 Purchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO I ayout prior to any construction. 1-Ipsf DEAD LOAD 1 I R1 I R1 Si I R1 III 1a-5" ::: 1V-3-::: __ _ :::: _. I 4 :� __ III'� ._. 10 3" .......I ._. i�.._ .... .... _.. _ ..} --13 3....... _- J2.... 10'-6".. � ._10-3" !f 2 - •1 J2 it 42 I ... 1i 1.2.... .. ... l ..... 12 ... ....... _ .. l 2... ... II _. ._ I' I }1 ... - J2 11 -_ _.. __-- -_ - _. _. 1 42... I_.'.I [9 . CIJ7!I J7II II r R1 J�11 ...... .12 J"5 .1 _. -_ ... _ JB1 J2_ JB1 J2 [1 f1 11 . J2: 42 iii t2 J2 �l �I J1 42 t I_ J2- PL 1 4-3 6 1 (MAIN) U J _ _ ._ J2 POLYGON 3413 ABD _..11 �, . J� I�. - 0 0 Mrk* Material Width Depth Grade City Gut Lth Tot Lth 1� _ _- __ _ 5 1 2 R 1 _ B,I _ ... I, _- 451 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 -6-# 6 e B; J2 1 Si OSB Rim 1 9 1/2 9 16 144 - 45 _!4 1 0 0 .14 1'' 41 RFPI-20 1 3/4 9 1/2 12 14 165 —Bi- N J Jt ! _JL Ai {3-1 ....- ..... .... ..._..R-1 ....- -- -_...... ........ J2 RFPI-20 1 3/4 9 1/2 16 34 544 I ®1 II- J1 43 RFPI-20 1 3/4 9 1/2 5 6 30 iL4FL ® 44 RFPI-20 1 3/4 9 1/2 2 2 K K _._ J1 ry et 45 RFPI-20 1 3/4 9 1/2 1 32 32 --- _ 41 - ••••_ir - - - --- B1 RigidLamLVL1 3/4 9 1/2 1.5E 3 14 42 B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 • 41 _. .... .......................41 ... _ J 1 ... ... ... ACCe550rIe5 ---- ---- H1 ITHO11950-or-ITT9.5 5 J.1,__ .... ..._ 1 ............. _....__..... --- __ 4 1.._... ........ --_. ........... 41 J3Z J3 - ..... J3 1 . 49. J� I I IMPORTANT! I START START �I REFERENCE INSTALLATION FRAMING FRAMING GUIDE FOR ALL FRAMING PORCHI DETAILS AND I-JOIST INFORMATION HERE HERE PORCH 1 NI ( H }--HANGER GALLOUT "` - Pacifikumber x -SUPPORTING POST Q CONFORMS TO DESIGN CONCEPT p. TRUSS R 1 I S S-. COMPANY e -POST LOAD ABOVE COY=0RM5 DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH QR I IC A.7 .7 J ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED R ..RIMBOARD REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT ❑ t Dt k O+171_ REVISE AND RESUBMIT mas SHOE DA_SWINC,HAS En SAME.VED FDA CADERAL C'�ii sF-Prh.r E PLAN DESCRIPTION/NUMBER: 34 1 3 ABD JB -JOIST BLOCKING :AIA S ..,sse.-AS ATEh e i. P u se.0 ...1i.2 WTTN DE4d9S CONCE . AND DATES NOT RELIEVE THE CUSTOMER: POLYGON J -JOIST GALLOUT SCALE: 1/4'- 1'-0' 1C1 -E NAM AWEAT Th.,45 MU eT [_r r-ir rASNACATCAWENCOR Or RESACr i. a,SONFOANYNCE r.{DE.O: ¢I.r:s:DED E S5w,I_ -.O+0L.au1S ._SEE:t:E :pAWAY_5 SPEC=Ii;A1104S AND n.PLIDAKE CODAS.Al Cr WI ICE NAVE PLAN DATED: 9/1 9/1 4 HADA STACK,N.0 S.EO F t1 SF,,I<O1 NOE1. .I F,F,ORIO'O5 R TNS SOP DRAWN B -BEAM(FLUSH W/JOIST) e...TN._ r.,.x r., CJI,A.'.. I LW•LNe.. By David R Burnett Dee 10/22/14___ DESIGNER: KRMIL HENDERSON DATE: 10/21/1 4 NOR -HEADER(BEAM BELOW JOIST) By: Toll s.!I_;. _,:. o,utir K.ADA 580-BEAM BY OTHERS CT ENGINEERING INC MILBRANDT ARCHITECTS PL 1 4-36 1 (MAIN) SHEET: 1 of 2 0 Z W r` Ric,),- > N g> r6X6 6X6 az Mo 1 W z O Z t--$$�-- — — _6x12�DR — __I_ _ _f'� Wm _L w cn0 Cr Um jo 1 N Li O 1- 1 O Q I i CP3 / /8\ 4\ T1.2/ l P3 STHD14 1009.0/ P3 4X10 HDR (2)2X1(7 HQ�- Q I STH 1 2x LEDGE ST-ID h I (2)KING STUDS d---°..--C-r- 1i Ft---_ ===�1T�I v 0 W/ TRI STUD I� II )I I EACH SIDE �MI�N. L� -J1 i l ° )I i --_� J 0 C4 ri � Plan 3413. MAIN LEVEL SHEAR WALLS 4UPPER LEVEL FLOOR FRAMING 1 p4 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio lf. / 16 PATIO WIDTH VARIES PER LOT 4 D2 I- 1 ‘ .1 Q ❑, Lu Lu Lu Patio zo 3 '-O" x 7'-10" x7'-112" (a 1 9" 4'-9" • I 1 ��`Lu t w i I Q 6-0 5+0 F 2-6 5-10 SH _ I I I I 6-0 5-0 SL (41%; 1-To 1 1 . • • i♦ • Ir-- I I 12 l I I D2 `D / I I Plan 3413_ MAIN LEVEL PLAN 1/4" = l'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" ' PATIO WIDTH VARIES PER LOT 83/4"" 3�` 6x6 PT POT—\ 16x5 PT POST e. _ r I �� I --� 16 A THICKENED I __ D2 SLAB EDGE L 1 w Lu 0 31" CONC. SLAB I.w \S6./ 0/851.2/ wb P3 0 .3 STHD14\\\ o N l I i.r STHD14� J ± _STHD�' 1 �-i i - ' ,� le I ----— —113/a" —;-- r 3&4 1 I f \ l , I I D1 I w I I I I I I Plan 341 3 - - FOUNDATION PLAN 1/4" = l'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-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.