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Plans (82) 1`C1S� L,` - plc \1ss \ci Si':3 Q.dSsTC ST =t LEGEND: --ss SANITARY SEWER Pacific — Community -�� J - - , 1— I - I STORM DRAIN Design Y t r' —' —" '— —" — — -,— 00 , —ry R —w WATER LINE l 12564 SW Main Street 305.6 ' j 302.0 ] ; ? MANHOLE Tigard,OR 97223 I [T]503-941-9484 50.0' l CATCH BASIN ' i l ---11LWO KsrMM. _ -�� ��___,,,•,.� m. DATE: 7/20/2017 I / REVISIONS t" NO. DATE DESCRIPTION ' ( I * STREET LIGHT 23.77 ,� -L �� %" % — , STRAW WATTLE PERIMETER 35.00' ]'f EROSION CONTROL I I ? I p �'� ,` Iif ■♦ FLOW DIRECTION ARROW I' " I STREET SECTION, SEE 0 _ ___ _ _____ ______ ______ CONSTRUCTION DOCUMENTS 1 r11 ]` 97 ( { l f, _'I 5,000 SF ? I SETBACK SUMMARY f BUILDING: 5D r FRONT SETBACK: 12' 9$ ;`( o o6 1 SIDE SETBACK: 3' _ - FF=304.21 E ;I ( r I 1 i STREET SIDE SETBACK: 8' 4.79' ► f I I FRONT GARAGE SETBACK: 20' o I , ! , I ! , I FRONT PORCH SETBACK: 8' GARAGE REAR SETBACK: 15' I - I --5.21' O I ; I I ( ,' { �, i I ( REAR COVERED PATIO SETBACK: 10' Nt I f � i _ f Nd 1 I 1 i� - 1 t� I i (11 , r 5 li 1 i , LOT COVERAGE: Lo it 6.00' -___I r I J-'♦ --I PORCH' 1 - --- 77 _ PUE, TYP. �' I ' RIVER N rr, — ,f . I LOT AREA: 5,000 SF 1I — 1 _,J_ ( i I i l 20.0 �� 4 °' TERRACE -o - 1 I� T [ _ _ _ I — -15.42'- 7 ®: � "o ! 302.4; 9.1 - BUILDING FOOTPRINT. , 26 SF — T — 1 1 8 29 � 1 .- EAST ,A - 'I l /, ,, 0 ' r NY `Aimm, '/ / '/ COVERED PORCH 54 SF " r / __ „,„„„.,. , / / ! _. om ' _ f N {!� r T ,r, 0. I " „� f_AW } r J� `(,: COVERED REAR PATIO: 0 SF �, t fid ���� \lik ` i !' CANTILEVER LIVING SPACE: 12 SF - 1' WATER METERS S STORM LATERAL PLOT PLAN CO \ DECK AREA: 0 SF (1) ROHANI EUROPEAN \ I H ' � BEECH / FAGUS , j , SANITARY LATERAL 1 SD .......___. TOTAL COVERAGE: 1,892 SF / S� YL T R SLS / $ BIRDSONGC} CA STREET S VAI OHANII' 37.8 % !' W ."� L tTRE T W ;, Ar / , W � t ,QD'- , C` / l C� ,77 (1,,,\‘' i c } , ", ei , , �t ,N, t`i r„ IMPERVIOUS AREA2,654 SF 0 .4- o a POLYGON NORTHWEST (503) 221 -1920 0 CITY OF •7 IGARDGO PROJECT NO.: 395-041 251 W6p pprovaY Planning TYPE: CONSTRUCTION j�7Vl, SCALE REVIEWED BY: PRE Lo LOT 97 (R-7, STANDARD) Date: I 1,0 zo RIVER TERRACE EAST Initials: --p: 16819 SW BIRDSONG STREET 1INCH=20 FEET ROSEBURG FRAMING SYSTEM" PACIFIC LUMBER COPYRIGHT 2[115 quality engineered wood products for Sodav'sbuilder- note W`s.I1 „�„„ ,�, -. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.• f:,===== The plans maynot be re-used or copied,in whole or part,without written permission from PacifIs Lumber r'''''''u ,II II ��i Comany,whih retains copyrights to,and ownershiof the plans.Use of tese plans by any other RIGID LAM LVL RIGS DRI nn- SOLD BLOCK u� rows FROM neove ,,,,w„ ro eenRn�eu.on. ., ---- ,,III wsru�souns«ewes product supplier other than Pacific Lumber Gompany Is strictly prohibited.Unauthblit use or m�owuaa soersr cRonucrs4j111i=m n wnrorosr neove copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include t. i penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. %1�� RFPI JOIST /-1/ Ih� ,arm PovexrwonacTs h/ ` CONTRACTOR NOTES: 17E5/GN NOTES. s..m.re. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS mA '' ., MAIN FLOOR 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ����o-r amm (UNLESS NOTED OTHERWISE) SCALE: 1/4"- 1'-O" EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA KEPI'BLOCKING PANELS MTHBEARINGYVALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.S. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LIVE D LOA 5)PROVIDE PROPER 12DEAD LOAD VSUPPORT AT ALL psf SHEARWALLS 1 psf SLEEPING AREAS: TN/EISA PLACEMENT PL- 'ONLY. 3Opsf LIVE LOAD This layout is to be used in co Junction with 1 2psf DEAD LOAD START START Architectural/structural P=ns.Verify all I I I I shear wall blocking plat- ent and connectors ROOPLOADING: I I FRAMING FRAMING I I Purchaser responsibl= or approving this 25psf LIVE LOAD PATIO /HERE HERE\ PATIOI ayout prior to any •n5truction. 1 7psf DEAD LOAD IRM-- ----------- I ----------------- MIMIIIIIIIIIIIIIIIIPr li J t — 'I' - Z CONFORMS TO DESIGN CONCEPT - R 1 R 1 .I,—` -- Jr, I, I J1 I ❑ CONFORMS TO DESIGN CONCEPT WITH 1 REVISIONS AS SHOWN ❑ NON-CONFORMNI E G-REV SE AND RESUBMIT J5 - I, .YA 'y�. ,I • - — II - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE . - _ _.- _ J¢—� '�— - FABAICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE II J92^1 R 1J; I, 'I r DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY _, �- --- ---- OVER THIS SHOP DRAWING, .. __- ___? L. III __ ._ __ J�1 _ � �'. J°I—` By: Arnold R.Solomon Date:May 11,2016 Ri — I lair Rt CT ENGINEERING INC _i, u i s - f, I� ❑X CONFORMS TO DESIGN CONCEPT j '- - ❑CONFORMS TO DESIGN CONCEPT WITH .. I ...-.:.-fl3 .-.-.-.- REVISIONS NOTED _›/N1' I I — w 0 O - -- II, NON-CONFORMING-REVISE&RESUBMIT _ �- I ��� I— = THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE AdII:, J WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE II J-1 , I N N _ J.�. _ $4 FABRICATORNENDOR OF RESPONSIBIUT FOR CONFORMANCE WITH DESIGN O' DRAWINGS,SPECIF1CATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE 1 _ _ -I^�� PRIORITY OVER THIS SHOP DRAWING. 2 1 - R� - F- ® 15 R 1 JS By Jeremy Pfarr Date 5/11/16 F 1 _ — (I F- o o - � R1 MILBRANDT ARCHITECTS J2 IL E J2 IJ 3 n B3, J3� I ,I�. SI R1 v v R1 - J2 R1 ty F1 11 - J2 4 7 J2 .I� _A. Ili r.. ' - J1 • I I i Jt I I J..2 JB2 I I Il J9 PORCHf tom+ PORCH IMPORTANT/ I I -Ft I I REFERENCE INSTALLATION L I I L WE FOR ALL FRAMING PL 1 5-5 3(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5D FRONT TO BACK Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth 51 RigiALam LVL 3/4 9 1/2 1.5E 2 1 6 32 LEGEND: 52 RigidLam LVL 3/4 9 1/2 1.5E 2 1 4 2pacillii umber 53 RIgIALam LVL 3/4 9 1/2 1.5E 2 1 2 24 Ha--HANGER GALLOUT R1 055 Rim 9 1/2 1 1 1 5 1 16 ® J1 RFPI-20 3/4 9 1/2 12 12 144 -SUPPORTING POST J2 RFPI-20 3/4 9 1/2 15 20 250 & TRUSS COMPANY ® -POST LOAD ABOVE J3 RFPI-20 3/4 9 1/2 2 2 4 J4 RFPI-20 3/4 9 1/2 3 1 4 42 R -RIMBOARD J5 RFPI-20 3/4 9 1/2 12 30 350 1051551"1 ALLEN BLVD BEAVERTON,OREGON 97005 (503)353-9 653 LB -LVL BLOCKING J6 RFPI-20 3/4 9 1/2 1 10 10 PLAN DESCRIPTION/NUMBER: 5D FRONT TO BACK JB -JOIST BLOCKING J7 RFPI-20 3/a 9 1/2 1 26 26 CUSTOMER: POLYGON JB 1 BLKG RFPI-20 3/4 9 1/2 25 3 T S J -JOIST GALLOUT JB2 BLKG 1.75 LVL 3/4 9 1/2 1.5E 6 3 18 PLAN DATED: 11/24/14 B -BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAMI L.HENDERSON DATE: 2/16/15 HDR -HEADER(BEAM BELOW JOIST) H1 ITHO1 7950-or-ITT9.5 4 - BBO-BEAM BY OTHERS 5-5 3 (MAIN) SHEET: 1 of 1 POLYGON 5D PL14-92 UP 7/29/2014 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty RM1 _ RM1 48-00-00 1"x 14"APA Rim Board 1 1 110 -v�--o ri.-.. �_-- ^ _7.__ __� - —�9 —._: epaz RM1 40-00-00 1"x 14"APA Rim Board 1 1 J RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 :' i, ,' ' ,L BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 \t H iBMA BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c h` Imo_ B 3a"1B 1ST BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I�:M6� �RM1� BM3 A g. y,1®p O BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM 1 , ,„11 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 , it (3* m o BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 "-A' BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 L • BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 "-A' 1 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 A� p 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 5 IBM5� I ., BM11 4-00-00 BBO2 1 1 - 71.1 . - E. IQ: e3 1 FLOOR LOADING' A 1 , BAG=BLOCKING 40 LL ,Nu) ... RM1=RIM BOARD 15 DL ACCESSORIES QTY TH017140-2 26 © I714 3 { L r1 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' L... _ u `c © HGUS412 1 m ! SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1 J POST TRANSFER BLOCKING m °04 ��� - AND SHEAR BLOCKING REQUIREMENTS. _ --�K1 __ _- --- — • ,_ I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 1L_.a M - — kii I - R—. (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! T IRM11 (BMS IWHERE PLATE NAILING _ _ ® r ‘—® s- SHEARWALL ABOVE EXCEEDS ONE r M� ROW,PROVIDE ADD'L BLOCKING OR 1_ I WIDER RIM MATERIAL AS RED'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN (24x36 SHEET) SCALE: 1/4" = l'-0" ®...NORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP MEND EKE BEEN RESIENED FOR GENERAL CONFORNRILE NON CONFORMING-RE..RESUBMIT NIT,THE DESIG NLY AND S TT ❑ Alava Paw tirzt t .„ r .�. OV R THIS STPNOPAIN NiCONCEPT.DTONTRACIORESHALL VERIFYEALL EDIIIENSIORS. Pac� umber FAB ICA ORi VENDOR OF RESPONSIBILITY FOR CONFORMATE WITH THE DESIGN NAWINSS AND SPECIFICATIONS ALL Of WHICH HAVE PRIORITY ,O.y` w 9/22/14 By: Todd R.Eaton INTO:September IP.SOON & T R U S S C O M P A N Y MISBRANDS ARCHITECTS CT ENGINEERING INC