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Plans (235) 'M`� - ~A1C \Q UL'i, c C1 c \ \CA._ LEGEND: --ss SANITARY SEWER Pacific r SD STORM DRAIN Community Design �-- 292 a —w WATER LINE 1y rP�290.0 rn r� �,'.1"' '�' ' I' _ _ _ _ MANHOLE r .,. '-..,. _, _.._......_�3 ,:.- �, w..;w�-"�-ct- � �"' ... --�..., r��•». '"'.,� :. 2564 SW Main Street _ _ _ _ _ ' Tigard,OR 97223 - -- -- -- -- -- — — ---s----- --- "_�- -- -- -1_, _~ 288_2„.® - --- -- — "` ._--- [T]503-941-9484 _ --- - - _ _ _ -- _-- _ — - --- CATCH BAS I N — -- — — ' J J --- _ a ..®_®.®._ ® -28�?��$ --- _-- z; DATE: 3/30/2018 - - - - - - —.. =---__,-- _� J _ _ 284283 282' I REVISIONS ITYif,-30.12'~ ,- - =J STREET LIGHT NO. DATE DESCRIPTION � � _ s I I f f I / / 3f 12 I I ��, / 1 STRAW WATTLE PERIMETER f 1f f i EROSION CONTROL I f� 1 fI I// / I IIro f i 06 I pi ♦■ FLOW DIRECTION ARROW f- IfL ISTREETSECTION, SEE f Ii '1117;----- ' all CONSTRUCTION DOCUMENTS 1 f4.0071V2 /� Li �'I / I4,?I 6 SF f a 213ff / 211 i f / f . I SETBACK SUMMARY / f BUILDING: 3410B f o € FRONT SETBACK: 12' / ! FF-283.71 / 1 f/ SIDE SETBACK: 3' / f 1 I / I STREET SIDE SETBACK: 8' m I 1 w/ f f � ' t'.O0 FRONT PORCH SETBACK: 8' _ ; f f J ff GARAGE SETBACK: 20' E ( I /GARAGE f I COVERED PATIO SETBACK: 10' N- Ii I f I oN € / / �Y Il / f 11 //// I REAR SETBACK: 15' I j 4 fr-r ____..J d— r,' / / i PORCH PUE,OTYP f r- LOT COVERAGE: N _ _ f zo.o /L!°_=,-—� i I RIVER f _ — — - LOT AREA: 4,216 SF W .�' _ ,.,...—m. .�.--w TERRACE / i' re 4- .� BUILDING FOOTPRINT: 1,443 SF w Hilo, iliMiLr Ad I 4z.o � ' 9.90' 4 / f EAST NO. 2 o) r + P i Ai, 281.8 ., rOPP ,. 1 zs0.o 1 . �1f ' COVERED PORCH: 140 SF g \ 0 / to o ti N ,fir ACOVERED REAR PATIO: 0 SF o \ f/\\\I � WATER METER \` 1. .1. \\,,, ,,�_. (2) KATSURA TREES / �� ham. �� 1r�wACANTILEVER LIVING SPACE: 0 SF S CERCIDIPHYLLUM JAPONICA LLI \ STORM LATERAL LOT 212 Q 4 — �3— � C-) \� DECK AREA: 0 SF PLOT PLAN cff �. , to -.9 r SD / SD SD Sk - / SD TOTAL COVERAGE: 1,583 SF in / / SANITARY LATERAL / Yc: r t\ w f ...1.......................e. \N . -.. xa 37.5 q T A SW APPLEDALE ROAD NFL— ilk oci IMPERVIOUS AREA: 2,214 SF Z ; 6 -1- c.0 c.CD P POLYGON NORTHWEST (503) 221 -19206) PROJECT NO.: 395-064 0 2S1 W6 ■ ITY OF TIGARD TYPE: CONSTRUCTION LOT 212, R-7 (PD), MEDIUM Approved by Planning SLE 20`E REVIEWED BY: PRE RIVER TERRACE EAST NO.2 Date: 1`9--1g aSC_ 1 INCH=20 FEET C kV/64SW APPLEDALE ROAD Initials: PACIFICLl1MBERCUPYRIGHT2014 ROSEBURG FRAMING SYSTEM' n,:;,,„`,`; s Alqualify engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. i j Ij i� SOLID BLOCK ROM ABC, The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI D RI M- �,"�„";,, company,which retains copyrights to.and ownership of the plans.Use of these plans by any other ,I�, ' .vPa. - �IIIC BEARI TO F61.0 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ��„ copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ROSEBURO FOREST PRODUCTS ROS01i'6 watsrnumrers 4 \\� / penalties of up to$20,000 per work Infringed,and 4100,000 per work Infringed willfully. �, ` 1i, aRFPFJOIST p �IIlRo T MTpaoouC4( ITU GONTRAG POR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ""°,a,” ;G.:"aat,"-„,,,�,,,,",,,,° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR „new�n,>a°.i v�-. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ' 3)ALL BEAMS PER DESIGNER'S FLAN DEFLECTION CRITERIA RFPSBLOCKINGPANELS YVITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL OFL/450 N.T.S. (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: THIS/S A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This Lout is to be used in conjunction with 1 2psf DEAD LOAD Ar Itectural/Structural plans.Verify all ear wall blocking placement and connectors. ROOF LOADING: dpi_ - r- , - _ - -- -- -- - - - -. _ r Purchaser responsible for approving this 2Spsf LIVE LOAD I I ayout prior to any construction. 11psf DEAD LOAD I PATIO 1 1 PATIO 1 1 1 I R1 i R1 - R1 1 _ I II • 10'-3' I J3 TO-6” 13.-3" - S. 10'_6" 10'_3" —_.. J3 I. -- - --- J3 12 '�, ,a ® CONFORMS TO DESIGN CONCEPT JD a [ 111 CONFORMS TO DESIGN CONCEPT WITH JD • L' Ja 11 REVISIONS AS SHOWN JD JD I ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE JD I' JDI�' WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1_ J 1 _- Jl 1 — :,1 J1�1 -1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE JD •Iii DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH RAVE PRIORITY OVER THIS SHOP DRAWING. J3 I fi I, J9 J3 I I' J5 IBy: Arnold R.Solomon Date:October 28,2015 J3 I: J3 I. CT ENGINEERING INC J3 I I', :uI . f JB I ❑X CONFORMS TO DESIGN CONCEPT 0 J51Xl-__ ® R 1 R 1 ,1 V CONFORMS TO DESIGN CONCEPT WITH d9 _ MN _ I0 ❑ REVISIONSNOTED® J4� -®-1 J5 _ I� ,I. ' kl ® NON-CONFORMING-REVISE&RESUBMIT 0 J80 I! #A111111.111 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1V R1 I t R. (V WDOES NOT RELIEVE THE F ITH DESIGN CONCEPT ONLY ABRCATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ® J2 (� J2 IE DRAWINGS,SPECFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. It N ,I ry By Jeremy Pfarr Date 10/16/15 N J2 N MILBRANDT ARCHITECTS J2 I - II r J2 ® J2 I_NFAIMIIII J2 / J2 y I R 1 J2 / i2 I-1 J2 J2 J2 J2 I J2 Ji J1 , I 1 J1 FRAMING Jr J NEI ISTART IIIA Illllllllll\S IIM FRAMING HERE -c-1.. ....\-11 II ti HERE J9 1 J1 - • PORCH PORCH IMPORTANT./ • REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-355 (MAIN) LEGEND: POLYGON POLYGON 34 10 BD(NEW) Mrk u Material Width Depth Grade Qty Cut Lth Tot Lth - - - Pacifi4umber _. 0__HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 ® -SUPPORTING POST R 1 055 Rim 1 9 1/2 1 O 16 160 J1 RFPI-20 1 3/4 9 1/2 5 6 30 & TRUSS , COMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 1 2 1 4 165 R -RIMBOARD .J3 RFPI-20 1 5/4 9 1/2 1 6 34 544 .J4 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT 105155N ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 1 12 12 - PLAN DESCRIPTION/NUMBER: POLYGON 34 10 BD(NEW) JB -JOIST BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 22 22 SCALE: 1/4"-1'-0" J -JOIST GALLOUT 5 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 CUSTOMER: POLYGON PLAN PATED: 1 0/21/15 5 -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) H 1 ITHO 1'f 950-or-ITT 9.5 5 DESIGNER: KAMIL.HENOERSON DATE: 10/27/15 550-BEAM BY OTHERS PL 1 5-3 5 5 (MAIN) SHEET: 1 of 2 POLYGON 14"OPEN WEB JOIST @ 16" &19.2" O.C. POLYGON 3410 BD PL15-355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Qty RM1 39-00-00 1"x 14"APA Rim Board 1 1 O�START 19.2"O.C.HERE THIS AREA 16"0.C. - RM1 34-00-00 1"x 14"APA Rim Board 1 1 23-06-06"' "� �•'- •^ • �"� " - RM1 24-00-00 1"x 14"APA Rim Board 1 1 19, 13-01-00 MOVEJOISTFOPPLUMBING RM1� RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +/- 411 TO • ° °_ ' RM1 3-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING ( 3 BK1 19-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 j BM9 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 __�—� BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 10-00-00 1.5 RigidLam LVL 1-3l4 x 14 1 1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 o BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT ' g o LL 2 2 LL o L� o o '2 o o BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I LL L L BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH ° 0 0 0 0 ° BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 REVISIONS AS SHOWN i LL I"r. LL BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 21-00-00 3-112 X 14 BIG BEAM 1 1 ❑ NON CONFORMING-REVISE AND RESUBMIT J BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE i O BM13 3-00-00 BBO1 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE t M 13- ' �II� DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. j M5 Z-1C'114 I I �BMZO w ACCESSORIES QTY liM ® THO17140-2 36 By: Arnold R. Solomon Date: October 28, 2015 I 111111111•I'NI INS LRM1 - W O e HUCQ1.81/11 3 CT ENGINEERING INC _`_'i --�= I 6-11-`8 _0_ a_14 ,j 1x14 OSB RIM FOR SHEAR BLOCKING 28' jBM3I_ - 1BM1I © TFL1714 .1 cC OX CONFORMS TO DESIGN CONCEPT Lii A BK1=BLOCKING FLOOR LOADING CONFORMS TO DESIGN CONCEPT WITH RM1=RIM BOARD 40 LL REVISIONS NOTED Io 0 0 o LL 15 DL I IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ❑ NON-CONFORMING—REVISE&RESUBMIT N POST TRANSFER BLOCKING THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LL LL N �N AND SHEAR BLOCKING REQUIREMENTS. I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IB FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ■ I� DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. , ON II PRIORITY OVER THIS SHOP DRAWING. �I� By Jeremy Pfarr Date 10/16/15 i LL LL Im I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I II MILBRANDT ARCHITECTS ;_ , • ;�j MK 'I RM1 EI �A _�I e • q m_11111.11164 6_ NPo4�M / W IBM7I--- BM9 9 Ona _ O Q R PLUMBINGST ill `1. `I� `'1 � DO NOT: Loosen, remove,cut or notch any part of the open web joist. - Pacifi umber ___ JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 2 o v m r- w ), w o -0 > m � z � m p °m a O O ti r 0 m E 6 co ziG) 0. n r ), � -� mZ 52-5' N y ° 00 Nz 10'2' L, 1 38'-8' E 3'-5' o 20 m n I :14: m z I I I I I I I I I I I I • i/ 0 CD COI9,<,, a _ . -I II _ m 00. (Q16) -� 2 N , N N D C C C c i I V ! m 0oO O O - ). . 2 W N _ c SS C �j a) 0 Q o omomo m l E E O �CZA73c1)_ m. mO 0 wmm�zzm�ool iKa' s 22ocnm0--Y)mr z - . _z.0,00.z-mKomOmz 2D ZZ m O-�mmC,C \ O— Op F mmm z0 COO Ommc�>mz>- a" 000-IDACo>-0,.{O •• ` f 0 OOpOZo_m.0m0 N f9 ' i 33 Fri �m7J�0 pc-Czmm Q + 0 C�m czmo,c D�� .. .. a �rAr�� m�o�� 1 (� v / ~ / ? N 'G =m0=cm xi OBJ o lo z ���� � `.� P a Ma ED, N �i = Mimi hi. U lima!_I e M) -` © 1T-or I 3W.5 ® CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT W H cc REVISIONS AS SHOWN X❑ CONFORMS TO DESIGN CONCEPT NON-CONFORMING - REVISE AND RESUBMIT o a 3 ❑ CONFORMS TO DESIGN CONCEPT 'ITH THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE C1 REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 112,1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE y ❑ NON-CONFORMING—REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY P THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE OVER THIS SHOP DRAWING. N) WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE '< 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: October 28, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfarr Date 10/16/15 MILBRANDT ARCHITECTS