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Plans (12) 131, sit) I(05+(► itlik, )467-201 -',602R5 LEGEND: -SS SANITARY SEWER Pacific t Community —SD STORM DRAIN 1 _ ---\,o' O O�_ —w WATER LINE Design Q Q O Q \ 12564 SW Main Street 0` © MANHOLE Tigard,OR 97223 • ��!������������ ��������������r��air' � ���Wwl���`7 A�71-��0��I-O�IKer��'�', [T]503-941-9484 I CATCH BASIN 295.5 " DATE: 7i24i20 O 302.3 �.1�,� 25.71'• --"Mki,..... QSTREET LIGHT REVISIONS r 25 72' / -O- NO. DATE DESCRIPTION Q . i r- - ---",� O �, --- STRAW WATTLE PERIMETER �� 304' .�..``�r� EROSION CONTROL 305 h ill"li i I EXISTING o� ; TREES TO BE FLOW DIRECTION ARROW 1 PROTECTED STREET SECTION, SEE I, , 1 1� 5.00' (TYP) 0 CONSTRUCTION DOCUMENTS 5.00' ni: �' , , „, \,,\\\\\\\ I \ moo, (I 148 ) SETBACK SUMMARY 7,354 SF �� 147 FRONT SETBACK: 12' 149 \ SIDE SETBACK: 3' U BUILDING: ; I r E 5.00' STREET SIDE SETBACK: 8' 6065B 1 FF=309.36 `'9 FRONT GARAGE SETBACK: 20' , Ic0 Go I I I `� FRONT PORCH SETBACK: 8' REAR SETBACK: 15' N REAR COVERED PATIO SETBACK: 10' o I1 GARAGE II N CV 10 PORCH 1 re, - co I L 'III ' I--- LOT COVERAGE: w 1 --- --- r— —1 r 1 N IIv-; 6.00' 11 I _'_ I' ° 3 `PUE TYP. ---- St mss- RIVER �� L_l LOT AREA: 7,355 SF 307.7 i2b0o TERRACE 14.71'- p14.73' BUILDING FOOTPRINT: 3,299 SF �i � - 301.3. EAST 70.0' T__ � '`� I�"IL\ COVERED PORCH: 65 SF o zailiVili11 i ��� ' iimI ' ii. COVERED REAR PATIO: 330 SF !; / i ar 0.. ..01 I iTi 1 '\ U." ; % Ill A A% \A 1 iiiiitkAIL., A CANTILEVER LIVING SPACE: 0 SF N. tA WATER METER ' M 148 \'‘` ��M� / DECK AREA: 0 SF PLOT PLAN *.` (2) KATSURA TREE/ "P`, STORM LATERAL R..' LU g, B CERCIDIPHYLLUM JAPONICA II SANITARY LATERAL TOTAL COVERAGE: 3,694 SF 0 SD S4 f _,, SD [ i SD u SD SD -cCL SW 165TH AVENUE j©�� AMU :, "�� Eil- Myo SS o�/ SS Q S o o S a SS -o 4r SS �� 50.2 % W_ 111111111111111111111111101011111111M1 1�a lel / r j �' /\ / ! IMPERVIOUS AREA: 4,087 SF 0 E v 0 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD3 0 O` 2 V 1 W V PlanningPROJECT NO.: 395 R Approve Y TYPE: CONSTRUCTI( SCALE REVIEWED BY: PI LOT 148 (R-7, ESTATE) Date: 10 20 RIVER TERRACE EAST %� 0 Initials: 13120 SW 165TH AVENUE 1INCH=20 FEET 2 0 Pali umber I-JOIST LAYOUT NOTES: w w 0 & TRUSS COMPANY "ALL BEAM SIZES PER ARCHITECT/ENGINEER LU QCC 11 -7/8 RFPI - 20 @ 1611 O.r V. *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 3 W0 ' u 10515 SW ALLEN BLVD. REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 11.1 I- \ ;2, BEAVERTON, OR REQUIREMENTS (506) 858-9663 1/4" = 1'-0" Scale ON 24" X 36" SHEETo m CO MOVE JOISTS +1- 4Nn TO AVOID PLUMBING co o w PL18-120START FRAMING HERE Z O m CUSTOMER: POLYGON SHADED LOCATIONS ON LAYOUT REPRESENT HVAC RUNS _U a N LEVEL: MAIN PLAN# 6065 B 1 0 0 PAGE# 1 OF 1 PLAN NAME: AMERCICAN MODERN Al O0 DESIGNER KAMI HENDERSON LOT# DESIGN DATE 418118 SQ FT: 2572 0_ PAC.LBR.REV.5/2/18 KLH ARCH PLAN DATE:4110118 _gO ='- N PAC,LBR.REV, ENG.PLAN DATE: - g'0G o U --'7' PAC.LBR.REV. REV, ".c.-e.2!2....,,,, -,, Bs 05 BS Bs 1' Bs es Be ® CONFORMS TO DESIGN CONCEPT E a?'o 5 a s PATIO I I I r • I 1 414 A 4 a - ► Or a - a. a "m BK1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH R=a=g m E m W it REVISIONS AS SHOWN = m 2 a 8$E 0 NON-CONFORMING-REVISE AND RESUBMIT 2 0 o'�S n`G_E 0. THIS SHOP GAMING IAS BEEN AEVIBAEO FOA GENERAL COFEOAVANCE >->.r...2m-gr....:.- THIS S o_E c f`i p MAIN LEVEL Products I- WITH 111E DESIGN CONCEPT ONLY MD GOES NOT AEUEVE THE a¢O$5 a 3 EQ p p FDESIGN DRAWINGDOR S AND REEESREOIi1LITY ONS ALLOf111&H 1l0VEANCE NPAI THE U U ._m.8=0 PIotID Length Product Plies Net Qty I e 3. _N- J1 34-00-00 11 7/8"RFPI-20 1 9 = DYER THIS slap DRAM. w,3"-`o e.,..!•o B J2 30-00-00 11 7/8"RFPI-20 1 18 b -- • _ fi Br: Tn rnNt o.1N: os ovzotN f°g,E d a a=2 O n , BK2 Bs B5 Bs BK1 P Bs es B• CT ENGINEERING INC a U o t0 m o o J3 28-00-00 11 7/8"RFPI-20 1 29 1 0'„n" o 2`-c iP m J4 24-00-00 11 7/8"RFPI-20 1 5 1 1L"E:81 ct =itJ5 20-00-00 11 7/8"RFPI-20 1 2 vv _ cia;� �,aa "51;:g.-: -nJ6 18-00-00 11 7/8"RFPI-20 1 1 r f f f f r f r fOfCrMf � COfCfH'u 7 W ar a J7 14-00-00 11 7/8"RFPI-20 1 7 l m,,d a IE a wz S J8 12-00-000 11 7/8"RFPI-20 1 1 01 N'e e e o J9 10-00-00 11 7/8"RFPI-20 1 6 ~J>u .... $' J10 8-00-00 11 7/8"RFPI-20 1 6 OF a I — 61 18-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 11 J ..... N B2 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 �J Z 3•- o w B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 BKz ea Ba Ba 64 _Ba - `a4 0 co >N rn 9 " NF a I A ► AL a MI r L NIA m _ c B4 8-00-00 BB01 1 20 RI BK1 1 C1 2 2$ c0 C _ B5 6-00-00 BBO1 1 15 ( J ^Q 8 o c R1 16-00-00 1"x 11 7/8"APA Rim Board 1 13 s = - - t9 E m m a i BK1 3-00-00 11 7/8"RFPI-20 1 75 I G 8 �-ad) Ei;: BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 25 •-p-1;9 a1_0 8 ZN � Id > W yU) n_ teaI I m N o Connector Summary © • *6002 r w -, C o" PIotID Qty Manuf Product Skew Supported MtI B4 _ e4 BK1 B4 Bs V 3.8';c p-: I H1 4 USP THO17118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 'rT . lit---15 -V- -,--`---... --%- C - . U \ .J o.0 p U y Q_ H2 2 USP THO17118 - 11 7/8"RFPI-20 Al i II O a -i-it d s as 2 I" II =.N `O a) = 33 Hs 0__c I I I- 0. 1133 II fa B4 x1 II 11164 84 : 1 64 B4 84 1 a 11111111111111! , BK2 04 'Li.- 4 4 gg4 B4 I BK1 • _ _ _ 1PORCHI Q2 RI LEGEND : 4 H= HANGER CALLOUT FLOOR F_-, -4 A.. Jr - DESIGN CRITERIA ®= SUPPORTING POST O "" -'�`"..-,,,,,,,„...-.- z,. ` m = o LIVE LOAD U480 DtRI_JosiramouirLLeRLONSTRGGTioN DOUBLE I-JOIST CONNECTION SPECS ..,..,..,. _ Filler blocking is not structurally required provide4 both , a,,,, ,__ TOTAL LOAD U360 R = RIM BOARD O 1_Jolsta are continuously laterally supported by ,• �I� BK = LVL BLOCKING connection[orbs sneatning arthe top Flange.mO __- FLOOR LOADING /addition,the Joint In the sheathing shall be posit nned � /` / over the center of one of the two top flanges to assure / shear transfer between sheathing panels. /I' Q /�r4 LIVE LOAD 40 BK = JOIST BLOCKING %-- / %�� — I�� 1 It J = JOIST CALLOUT � "� _. w' _ w _ �Ir/ s —�.—..,�—_ DEAD LOAD�� ==,...., -- - ROOF LOADING Awa W . .. .- ,. ....., B = BEAM CALLOUT �I �— ,. , .. . .. .r _ "`" --_-----s-� LIVE LOAD 25 .w.",®.....�_..,.a... ,a.. - :.=-..-2,:t°,7,` ... ..,_O -. '',." DEAD LOAD 17 60'-0" _ 43'-2" I 16'-10" N 23'-1" TIMI`I`I��-_ agei Vii\IL._ �`I"I�11 v CV • . 1. iI4�11L\\\ Mirt"' !EP/r t'M /7 I, . Ilk 14 hxis �_ Iaxitim , lz. .. L 4,1‘. '.. „.... , ; Ill ,„„P ' --Is , _ A AtA � � h. ....... W LJ 01 CP • . M e • I , B R kr rt cIw w .. ”. . • 9:k , , • . I / III Fff1 7: 11 rut Ill1I1it 1-( 610 N I 1 I ► " 13:II PI=-3'A 11'-2 7/8" • r I I I I Al 7: 12 I CLERESTORY PLATE 61-8' `v— ABOVE STANDARD PLATE 11'-10" BEAMW6PLATE — 7' 20'-,2" GARAGE LEFT 1 31'-4 7/8" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 05/09/18 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL Imo ' PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 6065-B GARAGE LEFT-- INFORMATION.B DESIGNER ENG NEERUILDING OF RECORD ' I : Um a RESPONSIBLE FOR ALL NON-TRUSS PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEERVIDPOF E ECORDOF ALL TO TRUSS 6065 / B-B CHECKED BY: REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. GARAGE LEFT 0.1" — 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.