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Plans (28) /41--C7- -C/ 7 -/WGY)9 / 737c5G,i 6)*1 6 _ LEGEND: I I - - - I I - - - - N D E ��� LEG SANITARY SEWER Pacific Community 298.3 299.6 �`�! STORM DRAIN z6.o' 14.0' "' l I ; sitm `'r ."W WATER LINE =.36. 12D564 SW MainStreet �l a --, ® MANHOLE Tigard,OR 97223 1a � _ [1]503-941-9484 I1 �� / ` CATCH BASIN _ _ p. DATE: 12/07/2016 1 26.97' 18.95' — STREET LIGHT `�� REVISIONS 1I I - � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — 1 �_ II _ I ,Os EROSION CONTROL 1 ����` STREET SECTION, SEE / ! I CONSTRUCTION DOCUMENTS 1 © d I I I i \ ' ) ----- 0•� BUILDING: 3413DR 1 HR FIRE I I0 I 1-HR FIRE I I /i �,� —„- 3q �„ ,, . . aar , I � FF= 298.1 I RATED EAVES ' \ ill U;.�'i SETBACK SUMMARY RATED EAVES 1 I 127 1 i 128 � �j 129 � i � a� FRONT SETBACK: 12 1 , , 1 3,600 SF �� , 130 , .�1 �� SIDE SETBACK: 5' I � �I ���jj �� (° STREET SIDE SETBACK: 10' 1 3.00' —' ,�'/j I ' 3 a REAR SETBACK: 15' a)7. 1�� I 3.00' 11� PORCH SETBACK: 8' GARAGE SETBACK. 20 E I 1 0j GARAGE I I A /r` --- ---'-i r'----_,----J 1 I ■ - I ft y - 5 I 11 E , _ I I I I SIDEWALK L_lI Ali* 4 I I Lj— D- I i PORCH o _!) 01 _6.00— — -== 0 — — / 20.04' PUE 1— — 4 LOT COVERAGE: —12.30'. 1 co 6 N _ _ - .-- " 1 ` LOT AREA: 3,600 w �-� _ .... SF LU �\ RIVER til / to N -_tfa_..._ to- �. Vl i <„ 294.6 I BUILDING FOOTPRINT. 1,469 SF re_ TERRACE `� WATER METER COVERED PORCH: 114 SF NORTHWEST N 1 �' t- i .=' ) CANTILEVER LIVING SPACE: 0 SF 03 B SW SHADOW TRAIL STREET 1 ' SANITARY LATERAL ; 28.00' \,,s, COVERED PATIO: 0 SF st \ SD SD SD SD 03 �' y,i U ✓ . , $ DECK AREA: 0 SF CA X` MM �� i LOT 129 ........ � ,' — - _ TOTAL COVERAGE: 1,583 SF PLOT PLAN v IMF FT I ;I 1 1 p , „ !0 . ,� c; --: al . , 'lam . .. _ 44.0 % D_ , Y, STORM LATERAL — � C — — — % i — —7I— — — °_ IMPERVIOUS AREA: 2,135 SF �; PLANT (1) STREET TREE = I = _,-- D_ _ 2„ CAL. SKYCOLE- — — ,� '...- -___- i , - `�- �.;- _ Illik O I — HONEYLOCUST/ GLEDITSIA - + — — �_` "-- i — — TRIACANTHOS INERMIS 1 1 1 — — - -_ I I — s4--1-----. I 11II1 I I I, re--- 11 .� I I I 1 N\-=: -• -- i) RIVER TERRACE NORTHWEST (503) 221 -1920 CITYOF TIGARD PROJECT NO.. 395-037 2S1W6Approved by Planning TREEPEVIEWED CONSTRUCTION SCALEco BY: PRE LOT 129 (R-7, MEDIUM) 0, Date: I-2-- 2-2- 0 10 20 co RIVER TERRACE NORTHWEST Initials: 1INCH=20 FEET 17375 SW SHADOW TRAIL STREET Z ROSEBURG FRAMING SYSTEM'" �,:"�;wy4 „�,�,,,,,„ -. PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for todav'sbuilder• These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. m iii I� ��i The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI LAM LVL RIGI RIM" soup eLocF.�.� lki.,.. °.��. I Pos.s.Ro�AeovE Company, .m ,,, I To AL;souasoei p O,which retains copyrights to.and ownership of the plans.Use it these plans zbye any other �.. •\C ""�'""" Iusuu.TAIL.MATH product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG,FOREST PRODUCTS ROSE6URO FOREST PROOucrs ---- BEARING AREA OF BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include � � � ee�ory ro oosr.eove. penalties of up Co 520,000 per work infringed,and$100,000 per work Infringed willfully. \BION. RFPI=JOIST ROSEBURG Foe PWINICIs Per ae1= 0 CONTRACTOR NOTES: DESIGN NOTES: Berne,c. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .T++d„rmerkr 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR e..,�,,. R...r-.w°.Kw,.errw .,ewlo.,n,r>..Con,.I (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPP.BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 rv.rs. i nor-s 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 12DL SHfEARWALLS 1 p5f DEAD LOAD r —I SLEEP/NG AREAS: TH15/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: PATIO ---I I_— PATIO Purchaser responsible for approving this 25psf LIVE LOAD I I layout prior to any construction. 11 psf DEAD LOAD I I I I __ R1 I R1 R1 I SiR. _:: 10 3 til ::1.0'-6" II- 13'-3" - _-` -_ 34'-O 11, 10' 3" _. I III - llll-- ,3 -. -__-.--- I. II -J_ �, - Ja ' .I ----- - ----- - J II II I 2 I PL 1 5-400(MAIN) 11 1 POLYGON 3413 A52(NEIN) I J 1 J I 1 ..1:1 II • Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth -- ') 1 77 1 J --- r JB 1 131-KG RFPI-20 3/4 1/2 - 20 3 60 -� H1 131 R1 OSB Rim 1/2 5 lb 144 ----. J2 - -- J1 RFPI-20 3/4 1/2 12 14 155 -_ -. -:2 _- _ - J2 RFPI-2O 3/4 1/2 , 16 34 544 J3 RFPI-20 3/4 1/2 5 _ 30 .-- _- -12 _.-_ —.. _--_ ,I -_.-__ ---_---_ -_-_: J 6 4 RFPI-20 3/4 1/2 _ 2 2 4 �-. .' I - 51 RigidLam LVL 3/4 1/2 1.5E - 3 14 42 V 52 BIG BEAM 3 1/2 1/2 2.15 1 e, e, Accessories - ! - Hl ITH01 1950-or-ITT9.5 5 1 II ° O. I II J2 al_ -,R1 a m Si I, ' -: J5 4 J1 .:J:. _J _ -- ---fir -— _.--. _ R 1 p p ® CONFORMS TO DESIGN CONCEPT #9 @1 a __ ❑ CONFORMS TO DESIGN CONCEPT WITH a U- u_ a REVISIONS AS SHOWN J 1 K K ❑ NON-CONFORMING-REVISE AND RESUBMIT N N J1 J 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 � U' d-1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE -_1 �____— -- :}.:.- — s DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THI5 SHOP DRAWING. R 1 J 1 - V - _1 By: Arnold R.Salomon Date:DecelSer 3,2015 JI _ POLYGON 14"OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) / PL15-399 UPPER S 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING Products START FRAMING HERE > 9-08-00 4 4 PlotID Length Product Plies Net Qty T RM1 42-00-00 1"x 14"APA Rim Board 1 1 �RM1� 11� RM1 34-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT .,.�.. ..rte. .. �.,.,�. , . RM1 22-00 00 1"x 14"APA Rim Board 1 1 ® WE RM1 8-00-00 1"x 14"APA Rim Board 1 1 El CONFORMS TO DESIGN CONCEPT WITH I''=' HVAC RUN ' RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE g FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE : BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF EHICH HAVE PRIORITY BM16 13-00-00 1.5 RigidLam OVER THIS SHOP DARNING. gid Lam LVL 1-3/4 x 14 1 1 OI I, I` N �N N N N N N N N N By: Arnold A.Solomon Date: December 3, 2015 :8 8 In .n 8 N N 8 o :0 0 F. .o o 0 2 E ,o o :o o BM6 7-00-00 1.5 RigidLam LVL 1-3/4 X 14 1 3 O U_ O O O o O 'O LL LL LL LL -.LL LL :LL LL LL LL LL LL LL LL LL LLL LL LL LL LL :LL II BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS.00E�R oKEo, BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 wE":or T='""CO"CE`T""RI BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 NON CONFORMING-REVISE 8 RESUBMIT BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 o- BM3 21-00-00 BBO1 1 1 Date__lams_ MILBReANDT ARCHITECTS 1 1a --ct, BM1 15-00-00 5-1/2X 14 BIG BEAM 1 1 , 1 1 .5'3 lam._ Q_�. �--- M A 3- --fi°-� �y s?4 . -7- ' v A> BMS i ;% 14-0e I , T 0T i 305104 R O B A .[ _, -.=-me. _ -.-0,_ _ ACCESSORIES QTY RM11I I MI 0 THO17140-2 44 TT A � 1Q HUCQ1.81/11 5 I 1 g 21 6 HVAC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' tr 1 1 pM II BKI=BLOCKING FLOOR LOADING 1.:. 1I 1 11(p 8,I o ID ®1 o O SIO Q. RM1=RIM BOARD 40 LL ly o o LL �LL uu- LL LL w LL 15 DL IRM1I 1 a v v Ito LL LL I LL. LLI LL1 LL REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m m AND SHEAR BLOCKING REQUIREMENTS. j I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN t 1 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 1 L K1 i BN I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I IBM6I-- 11 II B 1 € - _q----GT- „ — G�z=- A III/P 3-0a 11 Ll3l a 9N9-1 .. i�� I�__; „_�I — :il M16L `N BM61 RM1 1BM31 lillikk k o 6-08-00 Q II� ` �I �_I Pacifi umber q4 �_ START FRAMING HERE a TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36" SHEET SHEET 2 OF 2 O . 03 ril W , W O -0 D m Z i O m D. ° c 3 r ym ob by0 co oo mm Oz 51'-8112 co ii) ? z 5 m 40'-2 2. n p N 20 m a Ch 0 : C e .416 =; MZ 01 t e C C Ca C � ,, I- � n 75 PI a- � m I. 4 II JI 0) -� —� r' T— /- ile - -I n M -I cm P { t' 'I 1 C / / P )3 z 3o 6- \ Q -, Ar w N? zwm - re. 4 /�// y � o ,, `� � so •• / CA 3 c _IL S 1 / 0) All- 104 • C. o m-i,o D • IV / < Aj cixcnpom O o 1/Z�1 z OpZoZ-gym =; �'mxc Umos20)m-° '& • • m W.7zzcnK, 8-8 1 O Oz.OmZDoxiDZZ -h AO ZTOoTmcoo111 �. ,,Dzmp OppnO� - A - C1 0-orn 73 frn7x(nCZ<G �r.� a oxx—I> a :mmco�.Z-1z_<0 F l OOpOz cr m n ZGmZ p- CO�p —A,/it �mz• o"OC-1Z'nm J� ■�.-.i L` ^S 2 la-40M 73-7JC MOs^j, I �� N _ J5 cs nmil DO1-73 ma. c-00� •• ��00 `< c L1 C 20 Z O��p .. N � ; IlL co J4 "o G EJ : � J3 3 110co J2 3 Pil 0. C 2. w . •11 C,) in .1111111 rn P tt Y 4 4. ,.„;..3„.„.., 0 0 _s C C 421-0" fc C SS CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT n ° CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH 03 ❑ REVISIONS NOTED REVISIONS AS SHOWN y El NON-CONFORMING—REVISE&RESUBMIT ❑ NON-CONFORMING - REVISE AND RESUBMIT y P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE mg FABRICATCRNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN c FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER TIIIC CHOP Dt1AWIWG. By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC