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Plans (2) i @sem `'sTZO -00Z , LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community o O– \O"---- -----0o / Design —w WATER LINE O- ------ 40-- �� 0 I 70.0' ® • MANHOLE 2Tgard,OR Main 97223et AAA nA///rAAAA AA/AAA.\�tip • , [T]503-941-9484 i ,l __ //- "`p 1L, Il, 0 \� CATCH BASIN 284.6 DATE: 7/24/20 I,\ 295.5 / \ A"� /\ ` _ I REVISIONS ///\\ �0. 20.61' 20.62 O -©- STREET LIGHT No. DATE DESCRIPTION ---7 ___.0 „----_____-----2987s - 7 �_ - STRAW WATTLE PERIMETER 2 IL,.�� '� O EROSION CONTROL --- -- --- 30o 1 � EXISTING TREES TO BE \,-) FLOW DIRECTION ARROW 1 ll I PROTECTED cP ,_ \ STREET SECTION, SEE CO o I 1 (TYP) CONSTRUCTION DOCUMENTS \ ' 1 147 ,8� l ill' 7,355 SF 0 3.50' 1 \ --o-3.50' I \ \ \ ag o SETBACK SUMMARY BUILDING: - ,� 148 i o 6373B ` o TRACT F FRONT SETBACK: 12' I FF=303.11 SIDE SETBACK: 3' 1-HR FIRE I I ` "I I `�9r STREET SIDE SETBACK: 8' RATED EAVES ; FRONT GARAGE SETBACK: 20' ' l FRONT PORCH SETBACK: 8' 07 0 REAR SETBACK: 15' N I GARAGE <'9,, REAR COVERED PATIO SETBACK: 10' PORCH1 HR FIRERATED EAVES i \ - j I \�g LOT COVERAGE:J -z, ` III,' 1 RIVER ,, 6.00' _, LC� 0) wawa r-PUE, TYP• 301.3 ' 24.92'-22.42' u ,; - �� �9 LOT AREA: 7,355 SF TERRACE -_-_--__— I - It, 1 - - 16.23'- - •1 p - - f��`_ 12.00'' / - -295.7- - BUILDING FOOTPRINT: 3,727 SF ��l \ :/\\_ \_ , 1�►1'. ARS 0 �' EAST o �r \� �� \ . L ,, �4i� 70.0'i Ilan. \�sl �� 'wilt. � v COVERED PORCH: 80 SF 1 71 II , ' � , i1. ,i ' +��-�` COVERED REAR PATIO: 334 SF MN LT-) ,,� \ ' A N IMILP `ti I �� STORM LATERAL ' \ CANTILEVER LIVING SPACE: 0 SF z-‘, WATER METER "r M . ,,F'V�� 147 M (2) KATSURA TREE/ "'�" ',`.��'> /� r DECK AREA: 0 SF PLOT PLAN L. } B 1 CERCIDIPHYLLUM JAPONICA IIUPi TOTAL COVERAGE: 4,141 SF V SD SD SSD S N l� — SW 165TH AVENUE J t A-1- _ SANITARY LATERAL 56.3 % S / f SS ss ss 6 0 0 o a o\ o rn o �. Mi., p, Icy i I- / i MI j� 1- J IMPERVIOUS AREA: 4,904 SF 5 // 5 0 v i 0) fir, ` ' " $IA a POLYGON NORTHWEST (503) 221 -1920 An by Planning0 0 C1 0.O 2S 1 W6 lo/ 1,0/ j 6 TYPE NO. CONSTRUCTII(( LOT 147 (R-7, ESTATE) SCALE REVIEWED BY Pi initials_ i01 G 10 20 60 RIVER TERRACE EAST 1 INCH=20 FEET 13140 SW 165TH AVENUE Pacifi .umber I-JOIST LAYOUT NOTES: W W & TRUSS COMPANY 11-7/8 RFPI - 20 @ 1611 O.C. 'ALL BEAM SIZES PER ARCHITECT/ENGINEER *SHEARz BLOCKING PLACEMENT PER STRUCTURAL PLAN w 0 cc z co ' V 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING BEAVERTON, ORREQUIREMENTS M (506)858-9663 1/4FI = 11-0" Scale ON 24FI X 36EE SHEET ES , S �, e MOVE JOISTS +A 4 TO AVOID PLUMBING z°o w t. PL18-122 CUSTOMER: POLYGON START FRAMING HERE V CI- LEVEL: co s s > SHADED LOCATIONS ON LAYOUT REPRESENT HVAC RUNS o O LEVEL:MAIN PLAN# 6373 B N PAGE#1 OF 1 PLAN NAME: AMERICAN MODERN ,?, O 0 DESIGNER KAMI HENDERSON LOT# > M RI RI W DESIGN DATE:4118/18 SQ FT: 2860 I -: " at -"- I I I € I 1 I_ d PAC.LBR.REV.5/2/18 KLH ARCH PLAN DATE:1126118 --_ d=C T NQ 2 N PAC.LBR.REV. ENG.PLAN DATE - ® CONFORMS TO DESIGN CONCEPT B c y 3 E a c ❑ CONFORMS TO DESIGN CONCEPT WITH 7,;,t2'6,2.=',4, PAC.LBR.REV. REV. ' REVISIONS AS SHOWN LL e E.,W S>,.... 0 NON-CONFORMING-REVISE AND RESUBMIT -v c`a°' y 2 THIS 5161 MING MS BEEN REVIEWED FOA GENERAL ODNFMV.MOE N 2 o T o N CDS BOTH THE DESIGN CONCEPT ONLY PND DOES NOT RELIEVE THE H-V 5,a a U$8 83 B3 §3 IPATIO B3 Ba , B3 FABRICATOR/VENDOR OF RESPONSIBILITY FOA CINSCANAIGE NTTH THE =dN 5,a - BK' ` DESIGN DR'S SING[ANDISPECIFICATIONS ALL OF MICE KAYE PRIORITY S:5,i-p S m a�=a BK1 t v By: ITOOJh 1 Date: 05`02'2018 CL p p S+ aI <5 j� a o_ L. L, ; - - I - - 4 Z n. CT ENGINEERING INC 8 8,'111_ •''E 28•E",, -: w cc m a`o cru m a83 MAIN LEVEL Products m E m 1" 'o PIotID Length Product Plies Net Qty m 15$d E p 8,m -N-yW J1 32-00-00 11 7/8"RFP-20 J'0015iUU va c,ra.0 5 J2 30-00-00 11 7/8"RFPI-20 1 9 B3 B3 _" I33 84 Ba a 5 a c c t m J3 28-00-00 11 7/8"RFPI-20 1 34 BK1 BK2 SK1 o v m E d I."2.2 �'ug oongtmi J4 24-00-00 11 7/8"RFPI-20 1 6 g . v aooa`s m,n3o J5 20-00-00 11 7/8"RFPI-20 1 9 OD n>03 a'E ja CAc� J6 18-00-00 11 7/8"RFPI-20 1 6 J7 16-00-00 11 7/8"RFPI-20 1 28 m=L c °' N o�Q E`-o J8 4-00-00 11 7/8"RFPI-20 1 1 = B1 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 E •z m B2 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 0 6 _ B3 83 B3 a3 B3 Ba B3 83 _�_I- IR i : _ J•3 w`o co +_._.�-c -�sso�- �- - -i-,i t r s i al III r ■ s -w•Jab i ■ B3 8-00-00 6601 1 30 BK1 eAo ZO o 1r) B4 6-00-00 BBO1 1 11 �'� ,n c•- • B5 4-00-00 BBO1 1 1 _ - o 0 BK1 3 00-000 11 7/8"RFPI-20A Rim Board 1 15 N N \ 0• o m a_i BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 9 p c m c 4 5 - h e h r r r I—-o= E- eg _ ZN�. va1c W C°Cf) ms m Connector Summary aFn PlotID Qty Manuf Product Skew Supported Mtl 8a Bs w m co o ��:IIIIIIIIBIIION- •111-1,-2.—.—tea' �IMI�I=�����NMI• M 0 a .3., c it H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 R1 BK2BK2 QQ o v.x 8-.2 H2 2 USP TH017118 11 7/8"RFPI-20 •,r a y• E n Q 5 QN 8 O' Lo CU 8) t B3 B3 B38K1 _ J B� s_ V/ O 7 R1 ._ LII BI ::::-..7_..--.-. F FL- 0_N d ", Iii' iii , O ,_ f0 mem" y 91 II" Fc % 2 rll 01 III III'' Irr TT ILL III -L B3 II iii 133 BK1 B3_ T - B3 - .a.,. I immili ale EA IIN ta.) -� - i - - :::::-...401,,,,, W.,�.....,. BK2 B4 B4 B4 9_ B4 -.`4 _-----_—BK1 'TT, �t12 I __.; roe cc- or r -•I Ir LEGEND : B4 _ B4 B4 _ B4 ,..09 »a.44orTIfTMWTYLJ2R LONfTRYGTTox DQADLC-.10197 CONINJ<.G"IIUN xCGO PORCH BK, NCRI H= HANGER CALLOUT "`a filler blocking is not structurally required 8royided..both I -- FLOOR DESIGN CRITERIA J= SUPPORTING POST ® _ _� I-Aolsts ctiOn t the aly hing laterally h h,supported by y+ TOTALLIVE LOAD U480136 addict thtorile sheathingatthe top be positioned _ O nddtiort the joint in the sheathing shall be paaitioned LOAD L/360 RRIMB= over the center of one of the two top flanges to assure OARD / shear transfer between sheathing panda. L ---- 4 FLOOR LOADING BK = LVL BLOCKING -�' .................. - - `v- '"'r "K ",r "" EL. c - RI 13 `} LIVE LOAD 40 BK = JOIST BLOCKING ._ 0 za _,._.._ : ,. ,. r -b:- R1 '.- .--.-._ DEAD LOAD 12 J = JOIST CALLOUT x r ROOF LOADING B = BEAM CALLOUT =- -'-- LIVE LOAD 25 DEAD LOAD 17 a..a- CO RIM o'M � ® CONFORMS TO DESIGN CONCEPT E J O..°�� O FRAMERS TO FIR OUT TO FULL El CONFORMS TO DESIGN CONCEPT WITH = wo. U REVISIONS AS SHOWN _., - -,z 5-1/2" WALL THICKNESS AT El NON-CONFORMING-REVISE AND RESUBMIT ,,, 3 it w D CLEARSTORY GIRDERS THIS SHOP DRAWING NPS BEEN REVIEWED FOR GENERAL CONFORMANCE ila Vf HA>z it ALL TRUSS TO BUILDING CONNECTIONS WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ;�Q O ARE THE ORTHERESPONSIBILTY OF THE BUILDING FPBRICATOA/VENDOA Of RESPONSIBILITY FOR CONFOANANCE WITH THE M o m a DESIGNER OR THE ENGINEER OF RECORD USE LUS24(UNO) DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 06 FRAMERS TO BUILD 17-1-4 OA WALL HEIGHT OVER THIS SHOP DRAWING. N L By: Truc Thai Date: 05/02/2018 PONY WALL ON TOP OF CT ENGINEERING INC o z GIRDER TRUSSES-RAKE FRAME 63DDm .?w =�?,„J� E GABLE ENDS AT CLEAR-STORY o�=cmc,omwo5 J "EG-1 GIRDER IS 12-4" TALL oww=oo=0000 20-00-00 23-10-00 1302-% o o -war°2 U BOX GIRDER. IT BEARS ON 6X6 POSTS o>‹gc,..wQo BOTTOM OF BOTTOM CHORD AT C'-Woo =Z M `� d Z Z J Z W U C 9 U C N No U O Q Z W Z — 11 �I� I�I��I� �W4W ¢ THE 10-1-4 CEILING HEIGHT TO ALLOW a w s KK.w z= w w. >, �illiiiipp. ,� s�i�/= 20, T "A11" & "A09" TO HANG INTO BC 'w8?E aP'wM 1 %� w m= aacai�LL ��wo�oUSE GTWS-2T !lir %�/ ��� LEDGER IN�TRUSS AT 17-1-4 CEILING HEIGHT a)CONCEALED FLANGE / ! TO CARRY E01 TRUSSES HANGER INTO "EG-1" II ill. - ,„ 0, = .\ /M IINW*74IMINPRItillAR - - A pr ''1111/ -,- ; 7 3/12 -00F PI , ijPP1 o . hy > BOTTOM OF BOTTOM 06 > 't(rIli '/II I CHORD AT 10-1-4 CEILING HGT RUSS:S H INT• AGER ' O C A -1L C-LIN H' i 11111 PEE 2•! C '•N : t' DD O„-_, . N ' 444, FJ!F Alib, r ras - 2 SI T a A-NeW L US d- II! NT B RING. 'L. s' N N V Cn A06(4 , '• - a W W O € 1' i 16”OA. -LS ' H S/1 6 6 "• T4', W�3, O. BRG HERE FOR ! < QO < W All(5) - "ZG"BOX GIRDER-----r a _J Cq 0 < 7'40"1rALL 2 P Y :p 5/12 O G RCERS SIT sN 10 1 5/12 0 8 V�AL4.S NB S P,p.T .jam g��_ 11) T P: ., .T•U,S:S 'Bo a al AIE��L� i ' N F ' ERS O I' 0 T •• "3 MEM 5 /2 TfIIC N (S. In � I I H , I � � �X D0:9 moiIN It 1l .1 d I W ���® ` H S26 1111/IN L.�' I�l9:t�] _ 04 STUB 1- /8" N o 2- 19 TIII�j 0) inErini ' ._.,.:� IIIIII sial} ORii,� ,�I1� �I! {'UJ O 9�`--f I a a a ♦ \ z o6 00 — --- J ___.. _ TOT Ir.,. i� 'II F04 ,I V gQY g `� l' F03 7 2 ' d R CO .. o �i %IS 1'0-1/16"OA W- w Z g HEELS HERE - ., Z D_ GE/GIRDER PA'T u () W 901 7/2 2-00-00 Q o0 O \ BALLOON FRAME FRONT AT -5"(VERIFY) 'I O 0Z -> OF DORMER WALL TO 17-1-4 12K 27-11-00 W , 20-00-00 11-00-08 7-11-00 12-01-08 11-11-00 STANDARD WALL HGTS I- z 0 p 24000e AT 10-1-4 (UNO) Z w U Q 63-00-00 Z > C O L) 1 O C LU POLYGON NW >- > Q cC Co Q 6373-B AMERICAN MODERN N 0) m cn 20849 QQ L w O Q O Z J N - „ Q J CO .__I a 0