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Plans 6 ri2J36 ((rajtAlfe IvtS1-2_0(9-CO~v93 LEGEND: '...1.." SS SANITARY SEWER Pacific SD STORM DRAIN Community Design —w WATER LINE 12564 SW Main Street Q • MANHOLE Tigard,OR 97223 [T]503-941-9484 ■ CATCH BASIN DATE: 05/14/2019 g+ STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION `� ___ % c EROSION CONTROL - SS ' SSI SS S SS PLANT (1) STREET TREE: I DETACHED MIN. SETBACK SUMMARY JUNE SNOW DOGWOOD / SW 169TH AVENUE CORNUS CONTROVERSA — S'; Mr 'D r.. SANITARY II., D - PORCH SETBACK: 8' .al.� ���+. BUILDING SETBACK: 12' pr ter .,_ t LATERALw, �� I AllirSIDE SETBACK: 3' WATER; -'!�% STORM _ 1 SIDE FACING STREET: 0 6.0' METER o �' �� LATERAL PUBLIC STREETS. 8' P.U.E. I SIDEWALK-41104010—... ` 0 ALLEY/PRIVATE STREETS: 3' �� 283.6 "� 36.0' 283.3 REAR SETBACK: 15 _ — 284 — .:!':�' �'` ,_„,_______-_,.,-'").1 __,. REAR SETBACK AT ALLEY/PRIVATE: 0' 1" — — ---J--285_ ---7.._.- — — — 1 L — i — - REAR COVERED PATIO: 10' O - ---I—-+ r1•286L = — — — _ 0 -r— — — — I GARAGE: — — F —2a.5'-_= — =1--- co PUBLIC STREETS: 20' M _ ,° ° tri 287 — — — ; --I --- — — �' ALLEY/PRIVATE STREET: 3'-5' 1 -1- -288 -- ,.—_. _Q --T------L— ..--.--..... I-- 0. CV y� r -1 71 I, I 1,1 ✓ I / L O I I _ I 1 I I j LOT COVERAGE: [ BUILDING: c., _— ' I L 4AR I ` POLYGON w I „ LOT AREA: 2,880 SF LU I I FFE: 290.0 —t GFF: 288.7 I b AT ROSHAK — Ii 31I I nil BUILDING FOOTPRINT: 1,114 SF LI8.0' 1' 2,880 SF 1 6.0' I RIDGE N 1 11____.__ I ' 1 j COVERED PORCH: 30 SF o -1 f....a. I j 15, / j ; 1 L I- i CANTILEVER LIVING SPACE: 0 SF 6 GARAGE I � ,v II COVERED PATIO: 0 SF o 1, I / I LOT 31 Q I I, DECK AREA: 0 SF PLOT PLAN O �� — — 1� / TOTAL COVERAGE: 1,144 SF O 17.0' 0, 288.6 36.0' WA. `-288.2 E 39.7 % c TRACT B 5'0 3.0' m o ' P.U.E. i IMPERVIOUS AREA: 1,458 SF 0 I i ' I I U v Ci il CIFT iGAAD 1 .N -ow:A by Punning 2 POLYGON NORTHWEST (360) 695-77000 o Date: __,.. 1.. ,111395-010 P "._. _. TYPE: NO.: CONSTRUCTION O / 2 V 1 W7 �r REVIEWED BY: CMH Initials: Z�--_ SCALE LOT 31 (R-12, SMALL) o 10 20 CASEFILE(S): POLYGON AT ROSHAK RIDGE PDR 2015-00002 14230 SW 169TH AVENUE 1 INCH=20 FEET z PDR 2016-00002-00006 LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Community Design —w WATER LINE 12564 SW Main Street ® • MANHOLE Tigard,OR 97223 [TJ 503-941-9484 ■ CATCH BASIN DATE: 05/14/2019 )*• STREET LIGHT REVISIONS / `� � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ' • �-______.,, 1 /// EROSION CONTROL �g3 - SS SSI---- SS - ,55 I SS PLANT (1) STREET TREE: SW 169TH AVENUE DETACHED MIN. SETBACK SUMMARY JUNE SNOW DOGWOOD / _ CORNUS CONTROVERSA - S+ �' SD-'-•-r SANITARYI D- PORCH SETBACK: 8' .x!.11 �op !''��=+= ' r / LATERAL �"*, BUILDING SETBACK: 12' �� I SIDE SETBACK: 3' ow WATER;_----" fit lli STORM SIDE FACING STREET: 6.0' ► METER o ':I m 41 LATERAL '` r PUBLIC STREETS: 8' -�P.U.E. \\. # r ALLEY/PRIVATE STREETS: 3' 283.6 36.0' 4 283.3 , SI» DEWALK J REAR SETBACK: 15' — '4114-1111411W 284- - -6-4`,-.414 .► r-i - '- •N' \\ ✓/ REAR SETBACK AT ALLEY/PRIVATE: 0' REAR COVERED PATIO: 10' — -� - - ___ -Y f •= _ - - - 1, -r- -= _-= I GARAGE: � � � 286– �- —2a.5' ROSEBURG FRAMING SYSTEM" quality engineered wood products for today's builder- Iii aKALERaLo KR»� PAC F C LUMBER COPYRIGHT�~Eeorv° I IaAs»EocKe eeRrAAITONG GA `,11I1ii wsrnuA�TONcoIoE These plans and Che designs are copyrighted under Federal Law by Pacific Lumber Company 20 t 1. RIGI DVAM' Y RIGI DRI MCu TW.~Arc« The lans ma not be re-used or c0 ied,in whole or art,without written ermission from Pacific Lumber ROSR$URO FOREST TRODUCTS ROSEBUDS fORFST PPODUCIS Alien of E�ocKs P y P P p EOTOPOST OF Company,which retains copyrights Co,and ownership of the plans.Use of these plans zbye any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ ��//1II� /I�/ FAce ere re copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include RFPI JOIST IIh/ FILLER BLOCK --/� penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. I, ROSEBURG fORESE PRODUCTS DEL I-JOIST CONSTRUCTION CONTRACTOR NOTES: DE5/6N NOTES: THIS FLOOR SYSTEM WAS ,�a POST LOAD TRANSFER DETAIL rv.rs. 1)VERIFY ALL FRAMING CONDITIONS N.r.s. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: FOR PLUMBING I I I 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALL5 1 2psf DEAD LOAD SLEEP/N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 11 psf DEAD LOAD • R1 R1 --E7 JE R 1 JD-- J5 R1 JB I R1---J3— J9 21 n 12 -- • J2 ,R1K1 J8 J5 RiR1 i J2 R1 .J1 I r J1 Si PL 1 2-2 1 1 (MAIN) J1 POLYGON NW 4ABG 11/2012 J 1 Mrk* Material I Width Depth Grade Qty Gut Lth Tot Lth 1 •4� J1 Ri OSB Rim 1 9 1/2 6 16 96 I I I — —I J1 RFPI-20 1 3/4 9 1/2 13 22 286 J 11 J2 RFPI-20 1 3/4 9 1/2 2 16 32 0. II U J3 RFPI-20 1 3/4 9 1/2 4 4 16 o . J 0 J4 RFPI-20 1 3/4 9 1/2 3 24 l2 N (2)JB11 L(2)J131 DI JS RFPI-20 1 3/4 9 1/2 1 20 20 v PATIO JE1 J1 J1 •J32 PATIO tr IS RFPI-20 1 3/4 9 1/2 2 2 4 Jl Si Si [ J1 ® IT RFPI-20 1 3/4 9 1/2 1 12 12 O J1 T 1r T I. J1 O B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 [[ N JB1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 4 3 12 F J5 li -p J6 ..6 J52 BLKG RFPI-20 1 3/4 9 1/2 15 3 45 I . _ J7 L il L J7 - DC Accessories N ` J1 - , J, CA Hi ITHO1"1950-or-ITT9.5 5 R 1 i� (2)JB i' '{�.(2)JB 1 121 -1 J1 tr Jr..2 1.'211 51 : J4 I 1-1 CONFORMS TO DESIGN CONCEPT R 1 J7 1 J4 '� -- A;1 21 . ®CONFORMS TO DESIGN CONCEPT WITH J4 I J.1 REVISIONS NOTED START , I NON-CONFORMING-REVISE&RESUBMIT START THIS SHOP DRAWING HOS SEEN REVIEWED FOR GENERAL CONFORMANCE FRAMING I' I J1 FRAMING WITH DESIGN CONCEPTRRESPONSIBILITY AND DOES NOT E HE THE WITHFABRDESIGN�L OR OF Of5Y AN FOR CONFORMANCE WITH THE HERE N. R1 rilliffilli 11111Ei, .X I F 1 HERE DRAWINGS.SPECIFICATIONS,ANDA PP%AB E CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. Jc.. 2 - By David R Burnett Date 10/6/14 13-- 1 - I ` -,t) MILBRANDT ARCHITECTS HALL 4 BLOCKING MALLL 8 BLOCKING IMPORTANT! ONLY FOR(A)PLAN ALL INE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION OR(A PLAN 'OR(A)PLAN - GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION Pacifi4umber & TRUSCOMPANY LEGEND: WHERE PLATE NAILING AT SHEARWALL 0.--=HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLANDES: 4A5 11/2012 ® =SUPPORTING POST RECVD.BLOCKING WIDER RIM MATERIAL AS EO'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) PLAN NUMBER: 4AB 11/2012 =POST LOAD ABOVE ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 R =RIMBOARDDESIGN FIRM: MILBRANDT PL 1 2-2 1 1 LB =LVL BLOCKING ® CONCEPT W REVISIONS AS SHOWN ITH -OUR LOCA TfONS- JB -JOIST BLOCKING ❑ NON-CONFORMING-REVISE AND RESUBMIT EPNP 17E5/6NER: J =JOIST CALLOUT THIS SOP DRAWN*IAS BEEN REVIEWED FDA GENERAL CONFDRYANCE WITH THE DESIGN CONCEPT OILY AND DOES DOT RELIEVE ME SALES OFFICES CONTRACTOR YARD KAMI BELY\10017 B =BEAM(FLUSH w/JOIST) FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORNAIAE WITH THE 5930 Sri JEAN ROAD DESIGN DRAWINGS AND SPELIFI[ATIONS ALL OF WXICH NAVE PRIORITY LAKE OSriEGO,OREGON 9'!035 NOR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT OVER THIS SHOP DPAIYIE, CONTRACTOR SHALL VERIFY ALL DIIENSIONS. Tno3)85e-9663 DATE: 10/26/12 By: Todd R. 550=BEAM BY OTHERS SCALE 1/4"= 1'-O" CT ENGINEERING Dae:seWteWDer v,2D14CERING INC SHEET: 1 of 1 ❑X CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT START FRAMING HERE 7 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE -- ---C---:: __- —� Q -7 �_ FI�- 7_ �- 7--17--1-7-' PRIORITY OVER THIS SHOP DRAWING. BM4 4A By David R Burnett Date 10/24/14 PL14-331 UPPER MILBRANDT ARCHITECTS (I ' 9/25/2014 I { z ro Products =-cn o U H¢z N } PIotID Length Product Plies Net Qty 3w ,a a { .; ` ,` cv RM1 51-00-00 1"x 14"APA Rim Board 1 1 m ,�_ ,,, t L L_ L. . IL, LW LL U... a. Lc = O c,¢¢ s 1 RM1 30-00-00 1"x 14"APA Rim Board 1 1 cn c_,u, z= O " • ' • ` RMI 22-00-00 1"x 14"APA Rim Board 1 1 ce CC J o 5¢ o 1; 1 RM1 15-00-00 1"x 14"APA Rim Board 1 1 I- I- z z¢o W W < c7 F-U,i_I m RM 1 13-00-001"x 14"APA Rim Board 1 1 0 i O O J W ¢ z¢ Q Z Z O o s `/ RM1 9-00-00 1"x 14"APA Rim Board 1 1 cn _ L�V,L�J V, RMI 8-00-00 1"x 14"APA Rim Board 1 1 0. ovLLI> o o>¢¢ Z I BK1 3-00-00 1"x 14"APA Rim Board 1 1 z z �., o_..o I--I � RM1 2-00-00 1"x 14"APA Rim Board 1 3 ( N o > Z CD W W = Z z z o,i c8., z I BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 w c,05:; H Ao BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 110 o cn m m I-L. �; ❑C i O , , BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c~n o =z o o o w_ . 0 BM4 22-00-00 7 X 16 BIG BEAM 1 1 ce ce C) o ==g¢o Z � 1 h- •--__ �a -_ 1 b.... �_r�_ 0 L n BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 o 51-7) v Z'a ~ ,-t BM5 RM1 1 01-00 Z Z > o w u=, o �• I I RM1 ill F�M • ( ACCESSORIES QTY ov o� cc z o=a o= ' W I FT1 a d = TFI414 11 El El Q w> U c� © ITT14 2 " o o `° I� FT1 • 1x14 OSB RIM FOR SHEAR BLOCKING 24' I FI ' ~ FLOOR LOADING a 1- ¢ BK1=BLOCKING w • • 9 u) RM1=RIM BOARD 40 LL Q o Q W I FFR 15 DL > a I, . a O C7 _ ci waZ BM2__ _II 1 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL c=n x H 1• * POST TRANSFER BLOCKING a o o w U II F AND SHEAR BLOCKING REQUIREMENTS. C7 w 1 z 1 FT, 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Q 0 0 • zaZw t-T3 i HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. LLJ w z 'Io <OOw s e • A FT3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA n-XJ•ww m CD Ca K> FT3 =mob IX cnw ®1 FT 11.. I III %II FT ct I JOIST WITH RIM 1 1 1• is ll± FT1 P FI i Pacifidiumber El i licto • & TRUSS COMPANY FT1 ice__.__ FT4 BM1 �, <4 n LC!I _,__ ___...._........_.T j RM1 O - v m Z � o 71rC'- m ` y m O o CD al r > CO < N ar y so )- I C) nO m z 0 —I Z -- r D 0 a E Co 2,D) 0,12 _; m C) 0 CA -< E 3 2 --c aQ oo m 4 J; 491-0■ II cs - -1 1 -\7<i- BGE121 - - - - - --- - -- -- - - -- -- i y D m m m7 ' ,� 22 m n y ° z° °zo0n -4 O n � - y w N N m 1d m ". :1 7=t 7 N N co ea --- -- -- -- --- -- .- a. II 6 i a�1 X1 (12) � al ° y2, c \ P o 5.....m6-323-oL)._xm-i,-‹ G likk.ki. . _ ; � xxzmm> g § BV (6) ill "' - itj 11 '-� M Oz1m0m �>zzm � -mq ■vmmcoi °I 1D , S Oozvz< ix — . OOOZrxcixO•m Nro-c_, o g 7Scomx.omo �„„ m: aCDOC' mo-ix>xx . killieLJO Z• O (n BGE1 r so 1.113 iall x c 0_ Nm CONFORMS TO DESIGN CONCEPT su = MI Cli) oD" C 1 _ 13'x" y Ili Mill n CONFORMS TO DESIGN CONCEPT WITH VIREVISIONS AS SHOWN ' `, ❑X CONFORMS TO DESIGN CONCEPT CI NON-CONFORMING - REVISE AND RESUBMIT " "' @ CONFORMS TO DESIGN CONCEPT WITH o ❑ REVISIONS NOTED THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ® NON-CONFORMING-REVISE & RESUBMIT FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY oTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. r's 3 3 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: Oct.22, 2018 =111DRAWINGS, SPECIFICATIONS, AND APPLICABLE CODES, ALL OF WHICH HAVE CT ENGINEERING INC '4 N PRIORITY OVER THIS SHOP DRAWING. O By Rhea Galvezo Date 10/22/18 '.4 'E1111 a MILBRANDT ARCHITECTS 0