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Plans (51) 6 371rS.wr6 rrr S7;20/a - 0 0.3,- y LEGEND: —ss SANITARY SEWER Pati tic —SD STORM DRAIN Cominuni0, —w WATER LINE Design 12564 SW Main Street I s''''''--- -----____--------- — — — — I — __I © • MANHOLE Tigard,OR 96923 ■ CATCH BASIN IT1503-941-9484 r I 1s M\ STREET LIGHT DATE: 12/16/2015 sr I 6 TRACT J REVISIONS I 255.3 D4 19.00' 20.00' - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 4.00' 256.6 3.00' EROSION CONTROL PUE\ 0 STREET SECTION, SEE CONSTRUCTION DOCUMENTS i!j I I I i 1 I SETBACK SUMMARY I i •,-1 I: ^ I FRONT SETBACK: 12' 1 ,a N 1 1 , ` �" I I ; N I I I SIDE SETBACK: 3' J I I I�_' I STREET SIDE SETBACK: 8' ( REAR SETBACK: 3' 4.50' �j ♦� -13.50' T PORCH SETBACK: 8' 6 9 , I ' I. 2,720 SF I I o' h$ I I I -(1 I 70 � . , I�1 ( III ' / I1 1-HR FIRE 1 E 1 BUILDING: 26106 7 9 RATED EAVES I ; FF= 257. N 11 N I , 11 _-- I i LOT COVERAGE: �� I/, -PORCH- I r--- ----- -I ' o0 0 / I LOT AREA: 2,720 SF CI _6.00'__ — POLYGON AT 0. ■ 247.7 /120.00' 250.4 PUE BUILDING FOOTPRINT: 1,304 SF - - — 14.56' = 0 �iir"--= — —- WEST RIVER '�� � � /• ,._ SIDEWALK c Li, �►��_—_� � /�i�� �k►...�____ J - COVERED PORCH: 221 SF TERRACE 3') �ll1 f �`il�• 4.0' M����r 11 1-re' -, �dn�_ CANTILEVER LIVING SPACE: 0 SF �r1lillit : PLANT(1) STREET i�tr�inaravtaci:wii�i�i,1� ' COVERED PATIO: 0 SF o WATER METER ,Ma WWA \, SNOW DOGWOOD/ DECK AREA: 0 SF / W CORNUS CONTROVERSA : LOT 69 'JUNE SNOW' TOTAL COVERAGE: 1,525 SF N STORM LATERAL—SD , �„ _ -- 5D i PLOT PLAN mSI 36.00' SANITARY LATERAL c w o c-I 56.1 % t r. r, I �, I — " SW SABRINA AVENUE — ss ss 55o IMPERVIOUS AREA: 1,873 SF c 0 its i iiLi2 ..t. ....11. 4111.11614. Aribill. 'Z" 1 CITY OF TIGARD Approved by Planning 2 POLYGON NORTHWEST (503) 221-1920 Date: 6 -a-7- IC° O O �►�yPROJECT NO.: 395-029 2S 1 W6 Initials: l/�l+ TYPE CONSTRUCTION LOT 69 (R-7, STANDARD) SCALE REVIEWED BY: PRE 10 20 co o POLYGON AT WEST RIVER TERRACE Q. 13718 SW SABRINA AVE 1INCH=20 FEET Z --^� � PACIFlCUMBER COPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" ..a, ,..�. .,�«.. e..v. I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. quality engineered �products/O(10dQV�builder- These SOLID x1.ou.ALL The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber AL '#-54 Fa / iO..z„.. roeua�«s AST Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other t $ Rl��pLl'11Yi 1I �i('' I R MaUVO Mater ¢ ,I� ' wTA�-_wuAs«BLOCKS ro pp Company y prohibited.Unauthorized use ory o....wa,. � ren ver..u.1a...Arc« product supplier other than Pacific Lumber Gom an is strict) ----- se..n,wene.,orewcKs copying of these pians,infringes rights under the Copyright Act.Infringes face liabilities that include «_ .(, _ ;;_ �� ` / se�.on TO POST ABOVE penalties of up to x20,000 per work infringed,and$100,000 per work infringed willfully. SII! JUN 2 7 2016 ! RFPI-JolsT �y CONTRACTOR NOTEeb DESIGN NOTES+ _ s g a e` I( 'FII F, "4! 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -n - 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR < — g a a z ,-, it A (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 4 z f Lr ? itR 1! DEFLECTION CRITERIA RFPf BLOGKMG PANELS PITH BEARM6 PALL ABOVE POST LOAD TRANS DETAIL ..' 5 n C,C ., # I' ALL BEAMS PER DESIGNER'S PLAN OF(UNLESS NOTED OTHERWISE) L/480 N.T.S. N T5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING 11.00111LOAD/N6. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2psf DEAD LOAD SHEARWALLS SLEGnN$AREAS. 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAGYMP: 25psf LIVE LOAD 1-lpsf DEAD LOAD / / I— T 1 WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE AUDI BLOCKING PROVIDE ADD'L BLOCKING —, PATIO r OR WIDER RIR?MATERIAL OR WIDER RIM MATERIAL •/ AS REO'D. AS REQ'D. ;1 i \\,. j 1. :HR ERE PLATE NAILING AT R1 «-. R I / HEARWALL ABOVE R1 ... J i R1 JS- I!1 F XCEEDS ONE ROW, .. R1 ..J5 ._ R1 R 1 .....,a1 OVlUE AUU'L BLOCKfNG AS REO'D.RIM MATERIAL Jb �I N U Jb J6 1 13— J6 s PL 1 3-253(MAIN) _ ' POLYGON 26108 J6 J2 -I //-= 16 - Mrk• Material Width Depth erode City Gut Lth Tot Lth .... .� ♦ f ... Jb..- .... ... Si 05E3 Rim 1 9 1/2 6 16 96 Cl -11 RFPI-20 1 3/4 9 1/2 1 1 O 10 R1 R1 �: R1 12 RFPI-20 1 3/4 9 1/2 2 2 4 k Jb .. ... .. q ,�, _ yft 1 13 RFPI-20 1 3/4 9 1/2 1 8 8 i. 1` J J4 RFPI 20 1 3/4 9 1/2 3 15 54 ti..... ... _._ — — ._ J J5 RFF1-20 1 3/4 9 1/2 1 25 28 J6 ® ®: -�- -- 16 RFPI-20 1 5/4 9 1/2 15 26 390 s Jb O O ,,,...,(r ___ '� , B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 15 18 6 JB 1 N n J B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 d d B 1 JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 SO WHERE PLATE NAILING AT Jb - LL , - - 4 J6 -- SHEARVvALLABOVE 1 : K K EXCEEDS ONE ROW. t .. ... ...... 16 ...... .... - ry ry a _. ......... _. ��6 , ............ .. ........... ......_ Accessories PROVIDE ADM.BLOCKING 1 2 0� 1 4'-O- _ '�4 H 1 ITHO 1'1950-Or-ITTP.5 4 - OR WIDER RIM MATERIAL .::::::: .:::::: -�- JS ..... -_- 1 .. AS READ. { a- v .:.::: .....:: J6 Jb .16 3, ....... Bim= R1 Jul JB1 R1 14 t J151 x ....... --- Bi-- JB 1 131 R 1 J4 ........ ..... ...._ ... J4 _ , -.__ J4- ..._ .; REFERENCE NSTAL/CATION :� -------------':_____r-------4 GUIPE FOR ALL FRAMING START STARTRETAILS AMP I-JOIST INFORMATION PORCH in FRAMING FRAMING N I PORCH LP6END: HERE HERE HO—-HANGER GALLOUT J - Pacifiãtumber ® -SUPPORTING POST & ® -POST LOAD ABOVE TRUSS COMPANY R -RIMBOARD C CONFORMS-0 DESIGN CONCEPT LB -LVL BLOCKING , CONFORMS-0 DESIGN;-ONG r WITH 5430 JEAN ROAD LAKE OSWEGO,OREGON.17035 (503)858-9663 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 10 B JO -JOIST BLOCKING _ - kg CONFORMS DoEION rx,. r.WilliC NON-CONFORMING RE7liE AND RESFIBMI- CUSTOMER: POLYGON ' ❑ «uoSE«oTE� n2iE. S ' - 6 c : A 1211'5E. C..6.iLM1 (P R1L!k.E PLAN DATED: 9/29/19 J -JOIST GALLOUT- 0 NONcoNro ,e 005 VT' E'.,.10,,.!MCE,1 00 01 20E1,i,1 .1:05-:f 5 -BEAM(FLUSH W/JOIST) . s I(FT 'EscC E s r. N=4WICE,4-i-71rE H -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT ,.,ti,.—. 10:40 E 'rzs w s E r OF w 1 lin VE E I EWP DESIGNER KAM/BFl/OOD DATE 1 1/12/19 BOO-BEAM BY OTHERS SCALE:1/4'-1'-O' W Alexia Ful:`x o.- ,,244..., C TWE A,EgoNE Deo.Sooten5er 15,4014 _MILERANOT ARi:NITEaS CT ENGINEERING INCA PL 1 5-255 (MAIN) SNEET: 1of I n CONFORMS TO DESIGN CONCEPT POLYGON 'y CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PLI3-290 UP H El NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANC REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Products FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH T o ❑ NON-CONFORMING-REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIOR4 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMEN 3 ONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 36-00-00 1" x 14" APA Rim Board 1 1 FABRCATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Todd R. Eaton Date: September 19, '014 DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14" APA Rim Board 1 1 CT ENGINEERING INC P PRORITYOVER THIS SHOPDRAW ING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 PA BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 ril BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 L B BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '0 F09 , i BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m F09 • ._ __ BMI 1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 — E FS I I BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F08 F0 7 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F06 I IF071— =1.2 2 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i F06 19-05-00II FQ7 BM 10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 11 F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 b �I 0 F07 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 Q CO z g ‘- BM3--- J W < 0 BK1=BLOCKING Q 0 -1 0 F05 � � RM1=RIM BOARD 5 < z I _ BM41 ACCESSORIES QTY = O F- W F02 ;,,,,„„ TH017140-2 43 dt-UJ Q Cn ?j� = ^ F02 1 0 HU .8 1 6 F04 ; B CQ1 1/1 1- 0 2 -- F02 F04 ri^illii 1x14 OSB RIM FOR SHEAR BLOCKING 28' Z � < m LU F02 F04 — z W SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN oo_ a ' I Z 0 § ' F02 11 F04 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. IW F02BM3 _. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA Q W Z �W ° ° ��FLOOR LOADING D F0240 LL et w ob F02 :. , : 15 DL O , UM' !t. Q m Ft 2 19-03-12 ,I, — F02 1 • - F02 -,.. 2 af..PLIENES '° m JOIST WITH RIM W F11 Z Q F11 Pacril4umber I �. ., et, 1 F01 t,gce �BM9� Ty0 1- - ro,/ t Y ' aIY & ! R. US COMPANY RM1