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Plans (110) M 1 L0 — C k � S\ 3 -.11hc' o \ \ LEGEND: ss SANITARY SEWER Pacific sc STORM DRAIN Community Design , w WATER LINE 12564 SW Main Street ' i • MANHOLE [T]503- -9 99414897224 CATCH BASIN DATE: 5/11/2017 [460.4 472.2 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER .3 NO. DATE DESCRIPTION -__.s _:._.. .��__ x : �,�. _. �t .y`'�T ._ u .: m 474 -2–, � �,.v11411 T EROSION CONTROL 15.00' , a 4�o4�z � _ z_ _� _–}–––– } – – i 1 _ 465 13.50' '�-r 1 SETBACK SUMMARY 9l i 1 I FRONT SETBACK: 20' 1 , l SIDE SETBACK: 5' > I �� 466 i \ I I I STREET SIDE SETBACK: 15' 1 / 1 i I 1 � REAR SETBACK: 15' E 'a ! /i I ' 4 } 1t,I \ L. , I 1 I I I U ooI 1 1 I N a .4•�/ .0 11 , 44 � I 1 / ►� -� 6.50'. 43 PI- ,-a- I 11,326 SF 1 a `� i BUILDING: 80566 GARAGE { I �i a Al 1 a Cr 1 `'i oD � \ I II �� LOT COVERAGE: t I PORCH I 1 vv �, � I I LL IL k r— __ _ ,` -` \117\\ LOT AREA: 11,326 SF --_ � - I 1 ; ( I — POLYGON AT z �Pr 1 '° f' 20.02' \ —�= I C— BUILDING FOOTPRINT: 3,905 SF BULL d }f —— — — 22.50' 1 1 - l I 29.50' 6.00' i COVERED PORCH: 139 SF M O O N TAIN Cr % ( _ ', y PUE ---i 461.6. i — 7= - � Its ; �, SIDEWALK CANTILEVER LIVING SPACE: 184 SF / k _ f t ,= COVERED PATIO: 0 SF I / ' / \ N c 454.9` I r / / ,moi yx f , t 'ao /l \ f0/ DECK AREA: 0 SF _' 1 f ..... „.. / ' r �. i./ s 465.5 S" , d 1 1 � �. z - � / LOT 44 d TOTAL COVERAGE: 4,228 SF PLOT PLAN T � f f ��c.„-- 4; �� ATE M 458 3 `w a ( SS WATER E SSS S ��Sc 37.3 %S TER u. � ` . �` SANITARY LATERAL " l r IMPERVIOUS AREA: 5,687 SF I ;/ / .j 1 STORM LATERAL I SW THAMES LANE I PLANT (5) STREET a v `� � ..,. — SD \-- _ SD `� SC? �� 'D TREE: 2" CAL. i S / " = "�h _ .__ KATSURA TREE / , f; -a- fin ; , wi , CERCIDIPHYLLUM 1 ;i 1 o f r n s JAPONICA � \ti C) P POLYGON NORTHWEST (503) 221 -1920 F , " IGARD (i) C C 2 V 1 W8 $ PROJECT NO.: 395-031 , p .'o 44( +) p1 tying TYPE: CONSTRUCTION 0 1 10 20 LOT 44 (R-4.5, ESTATE) _p } SCALE REVIEWED BY: PRE POLYGON AT BULL MOUNTAIN %� 15385 SW THAMES LN �lal - mil /3 —_ 1INCH=20 FEET z2_, 0 PacifiAtumber 1-JOIST LAYOUT W NOTES: nat l-JOISTYtnHOur�u.�eR LON5TR"cA N PO? I JOI$T GONN2GTION SPEG..S C‹{a (r1 & TRUSS COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER — 7 tiller blocking is not.structurally requiredprovNVAboth IlI J v 11 -�/�1-foists are continuously laterally supported by L.LI Q *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFP I-20 @ 16 O.C. /" aonnectiontotha sheathingatthetop flange.ln Z W CC / addition,the joint in the sheathing shall be positioned 0 10515 SW ALLEN BLVD. `REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING • over the center of one of the two top flanges to assure- shear transfer between sheathing panels. Z Cn D ° BEAVERTON, OR REQUIREMENTS 506 858-9663 4" 1/4" = 1'-011 Scale ON 24" X36" % 0 U m I > MOVE JOISTS +/- TO AVOID PLUMBING SHEET "" �' ' "` w D PL17-290 CUSTOMER: POLYGON '.. ' z O va � � LEVEL: MAIN PLAN#:8056 B D.0 0 START FRAMING HERE PAGE# 1 OF 1 PLAN NAME:AMERICAN MODERN G.R. 0 O DESIGNER KAMI HENDERSON LOT# 0 Ir DESIGN DATE:8111/17 SQ FT: '--' CL PAC.LBR.REV.08/17/2017 ECD ARCH PLAN DATE.8/9/17 -- mT c c > 5.0 PAC.LBR.REV. REV. R, :—®.t�•� RI - — 6-'61 ii-9. r L.' PAC.LBR.REV. REV. UIIIIIII III u-m m-0 d m.8 2 n`m E n.,O'^m°- cm°.'8 cm 0..rn'e N>-- N [PATIO l =md3E.-w,._ Main Floor Products o 0 3 N '.a x NCL N 2 ..w 00 Tm iz�O,_ PlotID Length Product Plies Net Qty z w'Q a15 s o a;_ J1 34-00-00 11 7/8"RFPI-20 1 30 BRI BB B6 86 B6 m E d a o° J2 26-00-00 11 7/8"RFPI-20 1 2 BK2 eK, S v 0-o N 2 v t o d J3 24-00-00 11 7/8"RFPI-20 1 29 " r us yI. 7 w U L E=z 9 w=c m c. d c U m c. ova 0tec J4 22-00-00 11 7/8"RFPI-20 1 9 o'0,0 E d =o'0 J5 20-00-00 11 7/8"RFPI-20 1 12 Q 0".0' m m J6 18-00-00 11 7/8"RFPI-20 1 8 111'2,-E''80.4,114 m o_0 w a i'0 g O- o0o0n,11 n0�' a J7 16-00-00 11 7/8"RFPI-20 1 7 - — - g 8 S E 9=4o S C.o J8 12-00-00 11 7/8"RFPI-20 1 2 � 0 A'Eb_0 3 a- -.F. 0 0- , 91 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 T 4 4 4 8 E a : - rs ~J 0;5:5.: -.F.w B2 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 RI B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 ss as :. A Bs :. 66 B6 B6 B6 >'^w ai to B4 14-00-00 BB01 1 1 BH, Z 3. o 85 12-00-00 BB01 1 2 0 O o > ai m B6 8-00-00 6601 1 23 i g Ei� coc'5C 87 6-00-00 BB01 1 4 ID RI .o '� R1 16-00-00 1"x 11 7/8"APA Rim Board 1 15o car BK1 3-00-00 11 7/8"RFPI-20 1 70 ;(9e BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 c o oa1)-;:::c1:02:12-215.:. i:ovocConnector Summary O m o . ' am PIotID Qty Manuf Product Skew Supported Mtl :: _ BA1111 BB B6 C47: 2 m H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 BHI R, Q c a E o H2 1 USP TH017118 - 11 7/8"RFPI-20 n,co E-2 2.) Q o Qco oQN � ® CONFORMS TO DESIGN CONCEPTZ N cc; CD^ oro L 111 CONFORMS TO DESIGN CONCEPT WITH1111 BK2 —a I a 1 REVISIONS AS SHOWN H m ❑ NON-CONFORMING-REVISE AND RESUBMIT Bs ae1111:R, se ��� F- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _'MI WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE "� "' FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ; Y+ = ; . -+ ; /,1 2; OVER THIS SHOP DRAWING. "' g I "' _ ,-x, By: Arnold R.Solomon Date:Auoust 17,2017 I I_. - -I I , CT ENGINEERING INC ., i B BH� X❑CONFORMS TO DESIGN CONCEPT I°3 la) D CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED - RI — I PORCH I I 0 NON-CONFORMING-REVISE&RESUBMIT0 101111011111111111 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 •ME II I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ® 1 - - ._®II®®®O FABRICATDRAWINGORNENDDICOONS, NDS APPLICABLE CONFORMANCE COD D,ALL OF WHICHDESIGN HAVE 1 R7 PRIORITY OVER THIS SHOP DRAWING. 2 By Rae Hauff Date 8/17/17 MILBRANDT ARCHITECTS LEGEND : H- HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR DESIGN CRITERIA FLOOR DESIGNED TO MEET OR EXCEED ®= SUPPORTING POST _-r. - -:-----Z.,— LIVE LOAD I 0480 R = RIMBOARD L/480 DEFLECTION CRITERIA O -� - w-a-„_ .._ I`II _ I! .�, �I/ TOTAL LOAD 0360 BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR 1 I =-.. ->�_I FLOOR LOADING BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. �,/ m I�`�� ;.. -ijijpc: , _--_-)1.1- { LIVE LOAD 4D ADDL. MATERIAL CONSIDERED IN LIST. L�� %,r rip • I J = JOIST CALLOUT I \� 1:77'.,.. -_-7_-.._..e._- DEAD LOAD 12 :. "' it I ROOF LOADING B = BEAM CALLO UT (SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. (r - -•--��rs. _ -------------_ LIVE LOAD 25 DEAD LOAD 17 Z CONFORMS TO DESIGN CONCEPT ❑---CONFORMS-TO-DESIGN-CONCEPT CONCEPT WITH —___ __ _.__ -- REVISIONS AS SHOWN i°' g&ON CONFORMS TO DESIGN CONCEPT i<< CONFORMS TO DES NCONCEPT WITH 6 .. , - «..,e _ -. ,. ,.,.: ,.c,,.�. _ -, _-_.. _, r ..w,_.2._.. »...,..,< _ REVISIONS NOTED IG ❑ NON-CONFORMING-REVISE At 7RES-MIMI -�--" �`�" « s_ __ Icsa * E .`.ti " ,' 0 NON-CONFORMING—REVISE&RESUBMIT c THIS SHOP DRAWING HAS BEEN REVIEWED FOR GERM CONE CF._ _.,,.--a,:,_ ....,..--.. ....«:_.. .�. ....... ....._............_ _ -�. _-_ _ .__. .4.._...__ _« _..�. ..._..--... ....._,.:..,........,..,,....-._...„,. __._....a- _ _,._.__ -.- .«.-,._..„....„,r_.„..........,.. _ THIS SHOP DRAWING Rns BEEN REVIEWED FOR GENERAL CONFORMANCE CE WITH THE DESIGN CONCEPT ONLY AND DOES NOT I ELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ri FABRICATOR/VENDOR OF RESPONSIBILITY FOR COI'FORMANCE WITH THE DRAWINGS SPENWROFRFSMDA PRY 8LEFOR . LLCONFORMANCE ERAVE F= PRIORITY O ER THIS SHOP S,AND APPLICABLE CODES.ALL OF REICH HAVE 7 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER NIS SHOP PRAWNS 0. OVER THIS SHOP DRAWING. By: Arnold R. 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