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Plans (71) Ms- - c .- Cknai-I 1_.S L LACsk.-) flat Th\IG . LEGEND: I SANITARY SEWER Pacific • I Community ���� ` ' Vii, _°_ SD STORM DRAIN y �` —� — Design 4 :1.,1 —„, , 0 w WATER LINE `P.' i , wig6.00. . , lk a I` r` PUE, TYP.,. - r-L - MANHOLE 12564 SW Main Sfreet ( 315.7 CATCH BASIN Tigard,OR 97223 310.$ lTJ 503-941-9484 i` v DATE: 8/17/2017 Al 1 316 kk. 11 J � 65.0' T - REVISIONS a 1. 1 cn .: ,ssaai'i®rr(riirflMfilir` 11�.W. : � ' ..'ar-r`. .. '.- .* q � � - r __ STREET LIGHT NO. DATE DESCRIPTION IPA II- �1 -33s• ,fir► rA 1 ,� iii°4 iiii �k—20.50' — — --////24.00' STRAW WATTLE PERIMETER (3) KATSURA TREE / ' t' ,_ s° EROSION CONTROL CERCIDIPHYLLUM ) , �* FLOW DIRECTION ARROW JAPONICA I° - I , bx,.--,:i...4 114 t� STREET SECTION, SEE li ). I 33 w I II CONSTRUCTION 160 DOCUMENTS pivir ,,, K 11 . d,,, ;0 I 5,983 SF —0– �`-- 4.00' SETBACK SUMMARY N r ,.,r... i BUILDING: FRONT o l .„,,,4 a Z SETBACK: ��� � .3# 5017AR 0 7- 12' ,�' ,-,�,N • - 159 SIDE SETBACK: ,, j . , FF=303.91 ' �O” 3' N. RAS- STREET SIDE SETBACK: 8' 5 0 m 11.00iii _ FRONT GARAGE SETBACK: N Avo w • D f I 20 FRONT PORCH SETBACK: g' o � is REAR SETBACK: 15' • r ' '� F _ _ _ GARAGE r REAR COVERED PATIO SETBACK: W ill _ spur, 308 .. .: ;�, mm11 dI PORCH I k'� . - _ ' I 6.00' LOT COVERAGE: Ad0 Es ligi .'•� ---� RIVER a 1,21 VISION IfJ ""�r3.00'- - _ I o o PUE, TYP. 3� , CLEARANCE klipis....400 -- Inr,' "r`� '* 16 20.00' I __ LOT AREA: 5,983 SF oLri Aft, - TRIANGLE �. 301.2 TERRACE /111111111111 15, 0 ,,,,411, BUILDING FOOTPRINT: 2,352 SF t 304.9 4s.o rrr.,.,l EAST6 / WATER METERrer' t COVERED PORCH: 0. 58 SFrmaw COVERED REAR PATIO: '°u---; w ' O \\ 0, �5 STORM LATERAL " r'��r��a rriri+ 0 SF .® SANITARY irlis Miwipr NiMunkwiTinis , • - LATERAL -•,fir-- CANTILEVER LIVING SPACE: 0 SF o� r X15 `-'�'-� 5 \ -� 160 �' \ oma' DECK AREA: 0 SF \ A\SOP , 41 �� �, ° (2) KATSURA TREE / PLOT PLAN a_ o CERCIDIPHYLLUM TOTAL COVERAGE: 2,410 SF \ 5s JAPONICA SW AUTUMNVALE LANE 40.3 % I O -- IMPERVIOUS AREA: 3,160 SF (U -4- o o> POLYGON NORTHWEST (503) 221 -1920 y P)a ® 2S 1 W6 approved`byCHing date. PROJECT NO.: 395-041 TYPE: CONSTRUCTION LOT 160 (R-7, LARGE) 0 Initiais. SCALE REVIEWED BY: PRE 77 Lo RIVER TERRACE EAST '° ° a. 0 16544 SW AUTUMNVALE LANE Z 1 INCH=20 FEET N- "rc r �� PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM'" mom' �' .. quality engineered wood products for today's builder- n Tww � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ro -,,, ,I' II '' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLaM LVL RI GI D RI M' wo,ju Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other (II� :151triliF,s product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or pp ,p4g Fp n g pp RO�pp�TPROD�� / ww ---_, copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include ��� 1 ```�/` ea.ory TC,OST aeova penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully. //11/11 stRFPFJotsT ,d .f- ��I,I � � CONTRACTOR NOTES: D55/GN NOTE5. °°...... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Er::E a.-��s..' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,µ„„,,,,,,,�„;'� °"-;,'�',°i-°°bLnA EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI"BLocKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.T.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADIN4Osf LIVE G. 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEADOAD LOAAD r r SHEAR W ALLS I I 51.55P/NG AREAS: I I TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD R 1 I I R 1 This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all PATIO PATIO I J9 I I shear wall blocking placement and connectors ROOF LOADING: i murchaser responsible for approving this 25psf LIVE LOAD J1o1- .:. __ ,f4 i - t , ayout prior to any construction. 1 Tpsf DEAD LOAD _ I R1 R1 1 _ J 1 J.,1 R1 -- -- - _ -"- I ---, --. 1 I El CONFORMS TO DESIGN CONCEPT __ ____------- --4-1-_—_t____—______: -R.1 R 1 J#== IllCONFORMS TO DESIGN CONCEPT WITH 11[ J€x ter- __ =a NON-CONFORMING REVISE AND RESUBMIT '- REVISIONS AS J5 I J6 _ ❑ --- - — - - J5,- —_ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE i B 1 1, f I 51 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J-7- JS - FABRICATOR/VENDOR OFRESPONSIBILITYFORCONFORMANCE WITH THE 'I. __—_ __ _ _._. __ __. -- __. ___ DESIGN DRAWING ANDSPE FICATIONS ALL OF WHICH HAVE PRIORITY 0 _._ G S CI J�1 R1 R1 JB1 `�� �- J1 1 �$� OVER THIS SHOP DRAWING. = h I I By: Arnold A.Solomon Date:November 3,2015 II 51 a1 i ! _ CT ENGINEERING INC CONFORMS TO DEGGN CONCEPT I� - I, _. .... _ _ - — NCoNCEPrwNH U - ,.1- -. - .. ... J II 1 R 1 U 0 , I. o ® ra _ J$- -- _ �- As. R R • J•�I1 MILBRANDT ARCHITECTS O IlR1 O VI B — = JB1II SB- �o IL re IN II B2 - c-2 a B cslV 1 i ,4 -.14---3 -- - -- - -J4 - — l bt 1 F I q �# / . J 1 J31 -- R-1 1R-1 I JET 1 J 1 J5_.. I I - --- — PORCH PORCH Jam., I L J5 /MPGRTANf 51 J L -P-1REFERENCE INSTALLATION START FRAMING HERE '''''START FRAMING HERE GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION UPDATED 11/015 KLH PL.1 4-402(MAIN) POLYGON ITA Paci umber LEGEND: Mrka Material Width Depth Grade aty cut Lth Tot Lth /—� 51 RlgidLem LVL 3/4 9 1/2 1.5E 2 16 32 ( H }—-HANGER GALLOUT B2 Rigid-an LVL 3/4 9 1/2 1.5E 2 B lb � B3 RIg IALam LVL 3/4 9 1/2 15E 2 2 4 ®/ SUPPORTING POST B4 RigicLam LVL 3/4 9 1/2 1.5E 1 12 12 MAIN FLOOR JOIST LAYOUT R1 056 Rim 9 1/2 13 16 206 & TRUSS COMPANY e -P051-LOAD ABOVE J1 RFPI-2o 3/4 9 1/2 6 26 166 SCALE: 1/4"- 1'-O" J2 RFPI-20 _ 3/4 9 1/2 2 34 65 R -RIMBOARD -.J3 RFPI-20 3/4 9 1/2 2 14 26 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LYL BLOCKING J4 RFPI-20 3/4 9 1/2 9 30 270 J5 RFPI-20 3/4 9 1/2 14 12 165 PLAN DESCRIPTION/NUMBER: 11 A JB -JOIST BLOCKING J6 RFPI-20 3/4 9 1/2 6 24 192 JI RFPI-20 3/4 9 1/2 3 26 I6 CUSTOMER: POLYGON J -JOIST GALLOUT J6 RFPI-20 5/4 9 1/2 5 36 190 PLAN DATED: 1 1/13/14 J9 RFPI-20 3/4 9 1/2 3 32 96 B -BEAM(FLUSH w/JOIST) JB1 BLKGRFPI-20 5/4 9 v2 49 3 141 DESIGNER: KAM/L.HENDERSON DATE: 1 2/4/1 4 HDR -HEADER(BEAM BELOW JOIST) Accessories 580-BEAM BY OTHERS H1 I TH011950-or-ITT9.5 5 PL 1 -'T�/ O 2 (MAIN) SHEET: 1 of 2 BEAM FLUSH WITH TOP OF FLOOR JOISTS 24"OPEN WEB JOIST @ 19.2"O.C. 17-07-12 7-06-04 STAGGER F1S JOISTS @ F02 15-00-08 / / , GIRDER TO AVOID TF POLYGON ETRII HANGER COLLISION AND MBa p �� � E1 P ICON- v j m 17A (old$017 A) LL Oa �12- 1 b841i LL i D PLUMBING di— r1 j 3C TDO co co ao co co oo op op 37 2 o m o Products } 1 ® CONFORMS TO DESIGN CONCEPT PIotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH , EBB BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWN F45 F44F43 F42 141 F40 F40 F40 BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT tip ( BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE o BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE o E•> d, d, LD w FABRICATOAIVENDOA OF AESPDNSIBILITY FOR CONFORMANCE WITH THE o LL LL N N - BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 O LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL Bi'- LL LL DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 OVER THIS SHOP DRAWING. N LL0 BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 By: Arnold R.Solomon Date: November 3, 2015 0 CT ENGINEERING INC F03 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 NI CONFORMS TO DESIGN CONCEPT LL ': I IcD DESIGx CONCEPT wrtx O a° D BEAM FLUSH WITH TOP n n FQ3 rn a, LL MxG 8xE5 N N' N N N LL LL OF FLOOR JOISTS LL LL'0 LL LL LL _ p� A 121 ACCESSORIES QTY Pk, L o,�8.2./IS ,l 05;3 i 0 O HIT424 47 MIIBRANDT ARCHITECTS / r e}_2_ a_ a1BNe1I_,_�_ ./�Ir.D . '. F4C F45I 2X4 DF#2&BTR FOR RIBBON 210' t1 Oa-13 ...,''''' *.; .. g . —v— — — --r_ HGUS5.50/12 1 s CJ O O CrYNI il- D.. © HU412 2 I 1F40 F45 F44 F43 F42 F41 F4Q F40 F40=47 { @ HGUS5.25/10 1 I I I1BMS FLOOR LOADING - I BKl=BLOCKING 0 01 N N N N N N CA RM1=RIM BOARD 40 LL LL Li Li a u LL Li- LL LL II15 DL 1 DJREFER TO STRUCTURAL PLAN FOR ADDITIONAL _. r POST TRANSFER BLOCKING IBM4I '... o AND SHEAR BLOCKING REQUIREMENTS. n r` 1` r '.r- r` r- r` r I r D u u u u u 'u. u u LL LL N I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN m I j m I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ® F41' F40 F45 F43 BM5 I F40 F44 F42 F40 F40 F47 - r DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifiumber SCALE: 1/4"=1'-0" on 24"x36"SHEET & TRUSS COMPANY SHEET 2 OF 2 pX CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED RFVISInNS AS cHOWN — ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING- REVISE AND RESUBMIT o O >- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N d Z WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 5alai FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i O. DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY H EX OVER THIS SHOP DRAWING. By Rae Hauff Date 12/12/17 E MILBRANDT ARCHITECTS By: Arnold A. 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