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Plans (38) 5 2DV7 -CO � r12 _ svu f (4?3 iko ,A-i LEGEND: ,� ,. -,, � U G f ,V" 71' �efl--'-',7,.-,4 ss SANITARY SEINER „ PaCificVrA r SD STORM DRAIN 7(o11 intim. ---,A, 2-:.,-.- _,::: / i vi WATER LINE - r —~~ --� ® MANHOLE 12Tiga564 sd,OR 97223 W Main et - ~' CATCH BASIN Cry 503-941-9484 SW SCH®LLS FERRY ROA® n DATE: 4/27/2016 I 322.9 325.1 \-'' STREET LIGHT . REVISIONS € .-4 L k J RAW WATTLE PERIMETER NO. DATE DESCRIPTION II 32•,, EROSION CONTROL F 322 0 STREET SECTION, SEE — — — — — V — — — —320 �--- f CONSTRUCTION DOCUMENTS s ---318 --19.35' , I 8.00 - 2b.8T- PUE 316 I °� --- \- .TY OFTIGAR� I °, I I ;° I , SETBACK SUMMARY 13 I , 1 jl I ApprovedPanni J 't FRONT SETBACK: 12' I ; • i !' SIDE SETBACK: 3' I 3.00' 00 3.69' } i+ �• STREET SIDE SETBACK: 8' I I I 151 initials. �_� I I I ,0 REAR SETBACK: 15' i I I I ' II 3 664 SF i PORCH SETBACK: ' GARAGE SETBACK: 20 I e BUILDING: 3413BR 1 0` A r , i FF = 316.8 i t n �;.wtx :£ �k Y. $. :�M�t.A�7F . _y>_x . .w 149 150 cc- \ I a \I I \\ 11i j' \l I{ .. 1-HR FIRE \ i \ II Ie GAR, G E% 0 RATED.EAVES \ it,_, - 1 �_. ' I . `' LOT COVERAGE: \ I , i LOT AREA: 3,664 SF c. ---a26.0071E-- lid RIVER I ---] I I PORCH I BUILDING FOOTPRINT: 1 469 SF PUE '.. —° A — ❑`' , 20.01' � TERRACE _ ---4 —22.83' I�y COVERED PORCH: 151 SF L ,i1-4 Alleir-illellikk ^I�cy- '. �. NORTHWEST 9.88' 41,13,___' \ CANTILEVER LIVING SPACE: 0 SF cIli SIDEWALK �' os , cPr- TAIMINIMPIONal 315.5 COVERED PATIO: 113 SF i �Il� ISJ — ►. 1t WATER METER 0-14* DECK AREA: ,7- , z ii � 0 SF ' ss � ssl I ®"� 1�1 LL / SANITARY LATERAL �1=' � MN kW TOTAL COVERAGE: 1,733 SF PLOT PLAN a 28.00' STORM LATERALdill NN, PLANT (2) STREET ,3 TREE: 2" CAL. 47.3 % as �, as as ��= ` SW FOREST HOLLOW STREET KATSURA TREE/ IMPERVIOUS AREA: 2,092 SF -M "` `V\ 1^ '� g� CERCIDIPHYLLUM fro �.► ` \ \\ ►n ' YEmmintiiiL JAPONICA ,......_. ii irdmi `Imo' d 1 /11.40411111111Me 'Aliallir I \ 4 / 44 ' 1 -All*M111.1MU AM, 3 g. I:„ AL C £ y PROJECT NO.: 395-037 C ! TYPE: CONSTRUCTION 0-, y LOT 151 (11-7, �9 MEDIUM) SCALE REVIEWED BY: PPC Lr `r RIVER T CE NORTHWEST �� U 17295SW FORESTHOLLOW STREET 1 INCH=20 FEET ,, PACIFIC LUMBER COPYRIGHT 2014 - ROSEBURG FRAMING SYSTEM '°�"_^"""°°'° ` iquality engineered wood products for today's builder- "`1"'""""'` 'I ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. SOLID eLocK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber IE ppp pppg ,I� I POSTS RING ABOVE ICI®A A �^1 R I RIGID � - � To eEAwNsaELorv. Company,which retrains copyrights to,and ownership of the plans.Use of these plans by any other l■� !MIL 6R4a �r c+< �rtr NSTALL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited,Unauthorized use or g111'I/ ' PER CETO 1 S MATCH ROSFBVRCi FOREST PRODUCTS QOSEEtdfQG FOREST PRODUCTS ---- 'IIIC BEA=AREAC=LKB copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `j -/� `_ -/` BELorvror'OsrABovB. penalties of up to 520,000 per work infringed,and$100.000 per work infringed willfully. , 'S. IIK RFPO JOIST �'/\� �\� ACLFEEURG FOREST PRODUCTS / h CONTRACTOR NOTES: 1255/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR a:�v.ty,cling Faxl rnt_Y icaE (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD -:o,YJ G�I mmru-�.clpOcl��cm�ca•a R�cc�s rc...v i.a.f,ram cr-a"Jo��rta.:mu.,. ' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS IYITH BEARING YNALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.5. - N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD 1 2psf DEAD LOAD SHEARWALLS 0p5f 3 I- TH/5/S A PLACEMENT PLAN ONLY. 0ps f LIVINGE AREAS: VE LOAD This layout is to be used in conjunction 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 ayout prior to any construction. 1-7psf DEAD LOAD I I I I R1 I I -r— R1 1 R1 _n_____, I �_ R 1— i I1 1.-.-2 I = !. 1 1 �cle 10' 3" -15{ 10'-6," J2 LI--- = 1 3' 3' - -_'—_J 34' O" -- II 10' 3" fI T - _- — is Jai ' — I— d2— _� J� = 2 - - - - _�' - _= I —J -- — PL 1 5-400(MAIN) e J —JZ Mrk s POLYGON 34Material INldth Depth Grade aty1 3 OutAl3th(Ne Tot Lth J- -1111. -- a-- � I I I I 1 I 1C JB1 BLKGRFPI-20 1 3/4 9-1/2 20 3 60 1 I J1 J=•1 J11 J 1 s.1 Ri OSB Rim 1 9 1/2 9 16 144 - LI J_2 n',1--- -1i1 � -- — — I ---' —1I `12- ------ Ic J1 RFPI-20 1 3/4 9 1/2 12 14 153 I J2 J2 RFPI-20 1 3/4 9 1/2 16 34 544 Il_ 'I - I' II;— J J3 RFPI-20 1 3/4 9 1/2 5 6 30 J- �. _ i - _ .-i-----42-- . — LJI —� J5 RFPI-20 1 3/4 9 1/2 2 2 4 - 2 J2 _ � J2 I - 51 RigidLam LVL 1 3/4 N 1/2 1.5E 3 14 42 I 52 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 I J2 .I V v — �'; 2 I • I t Accessories 4-21I!- `I� 111 - H1 ITHO1T950-or-ITT9.5 5 ll R1 R1 a, -1I E J5 '!I B .. 0 0 ;r `' J5 j' El CONFORMS TO DESIGN CONCEPT I'Z-i �__ , a_ J L- 'Tilt , I ...__� ❑ CONCEPT WITH J-1IL D _�' ,1 g°1 — R 9 ® = � � - ® CONFORMS TO DESIGN J-1 V �� REVISIONS AS SHOWN - N ry ❑ NON-CONFORMING-REVISE AND RESUBMIT = - J-1 - N , -=�-1 i ifIS SHOP DR.A11II7G HAS BEEN AEYIEWED FOR GENERAL CONFORMANCE= J'1 _ _ w --Al WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATONIVENDOR OF RESPONSIBILITY FOR CONFORMANCE CATH THE = J-1 — ==J=1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. J 1 =' I =J=1 R1 R1 By: Arnold R.Solomon Date:December 3,2015 J=1 = -J-1 CT ENGINEERING INC 0 -J.1 ' J=1 q J 1 - _ �, -.A IE CONFORMS TO DESIGN CONCEPT 0 RDEYIS ORN5 NT, ICN CONCEPT WITH J-1J-1 ❑NONCONFORMING-REVISE h RESUBMIT _______JA =J=9 a-..,.., By Ne..,F., Dare 8/32(15_ J1 0Ii — MILBRANDT ARCHITECTS t---------Es';a-------------:. ------------------, J3 --' J5 J41 .I J 1 I I J3 J3--- J3- -- 3---= IMPORTANT! START START REFERENCE INSTALLATION GUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH HERE HERE PORCH ,,. LEGEND: p T ` V (H}-=HANGER GALLOUT � 'd CI i., . •r1 ® =SUPPORTING POST -t,TRUSS =POST LOAD ABOVE } COMPANY R =RIMBOARD 10515 SIN ALLEN BLVD BEAVERTON,OREGON 91005 (503)358-9663 LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 5415 ABP(NEW) JB =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN PATER: 11/25/15 B =BEAM(FLUSH w/JOIST) HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: KAM/L.HENDER50N DATE: 11/21/15 BBC?=BEAM BY OTHERS SCALE: 1/4"= 1'-0" PL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON 14" OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) PL15-399 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING o o Products - PIotID Length Product Plies Net Qty START FRAMING HERE 9-08-00 9 9 RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 IRM1I I{i ® CONFORMS TO DESIGN CONCEP _-_- ,,,-----0. 17 �'_`� 7-'- ._- `® - -_ _ - 1 x 14 APA Rim Board 1 1 00 00 111 CONFORMS TO DESIGN CONCEPT WITH �; � RM1 8-00-00 1"x 14"APA Rim Board 1 1 p •�� 22-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 ElNON-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 4 ',t iia sft 3 •A q � ,• I� {mai• 'U:``!I 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 r,,:d'"E A:,t �, ''s3 IMA ,P;'. f't, '',17Ea _- ,H- 4 ,.- , (a 11 FABRICATOAlVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY [' BM16 13-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 OVER THIS SHOP DRAWING. I ,.� r ,� (V rCV CV CV ;(V :C'V CV CV NCV BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 B ArnoldR. Solomon Date:December 3, 2015 u-) `N Iln ;� ;In in m ;o 0 o O ,l0 0 0 0 ;0 0 0 0 0 By: .2 2 ;0 ;0 ,0 0 0 „0 ;`� - LL `� 'LL " IL ''" IL " " . BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC � '�.� g BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®CONFORMS TO DESIGN CONCEPT II ; - a .! BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑REOYI ONES NOTEDSIGN CONCEPT WITH 1. BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o NON CONFORMING REVISE&RESUBMIT BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 nE._. E BM3 21-00-00 BBO1 1 1 eY.:,:E a.af,,ui o,le Bled_ 11 CA 14 1�5 "I, BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS A m.:,,EL„,,,,,,, .ol ■ 11 05-'3 __On , •_..Wil 1 ' - 0 h %I'34 1 ;•H•H•A'1 1.11•11 ACCESSORIES QTY it ®'ll • - RM1 !I II ® THO17140-2 44 II I I II - ' � © HUCQ1.81/11 5 �1 II II IcC HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' Ig II • it 1 E d FLOOR LOADING I �� ! i � � q BK1=BLOCKING l � H(0, C7' C'') M u : i:; 1 OLC 5 IL O,1 RMI=RIM BOARD 40 LL 15 DL �RM1I 1 I. I of vh v F moi e` Lol_. of II I I ILA iii 2a 11'9 I REFER TO STRUCTURAL PLAN FOR ADDITIONAL -cif! u1 I_,•—•) mPOST TRANSFER BLOCKING I m 12— 44R AND SHEAR BLOCKIG REQUIREMENTS. i SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I i I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 1 1 '1 13K1 I I II FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA - 7 a.-.�I IBM IBM6I it II B (� a --c 3,= i-----,,,-..„'.-----,,,,-,_ - gj 11 li 3-0:7-i4 i L1tall p _ 1 -op99=1Ii� _P � %!EMI RM1 IBM3[ B B L 4 6-08-00 4 a�`` -.4 L. a Q i rd�PaCili '\ U 1 — , e, START FRAMING HERE TRUSS `;.tCOMPANY 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 co d )3 C C W Zdr= W D , F--- 1> = n m -A � m ® mm 0 a _< w w ni r. o Co W • N - i0C -- ® m co o W < Z nil 8. -� m * � A- 12'®10' 84 rri )=. , 4? is ri. c . , e C C e . ,-, , ....., . . , , N. A tteo r 1 PJ1 oo m PJI, 9, II1[' Iliabi 151 _ 111.1111 Pi -- r7. . ., ___ 41) rli rli ET) (,) 11[1- 1 1411 1 D " > , , , Q CO Cn 0) ni mile . — )=. .. "a alsi i. IIII LIAI - - - CJO (5) ca w N Awm N ! 11 PJ 10 w / 2 soo 4.'1 l '"k%\VI .......\....• 411 ill . le Q. m MOM° D < �m��CDM p �O I 4 .i _ ofir O o<G5,v__�m--1r< - Z O0z>zx>mAi Q- zmmczzmG�cc�D ad1 a 1110El 1k =.11 11�cnC)mo—zW2I-2 _DmC>�mKZm �D , O OcOOmz>w,Dz+, iy -.vmmOZOOocOo / ��1 Z. Ommoxmz73m < /�' 2 � �<, ZOo.r;pCrU : m •• 12 win � < Zp � zz-HCD 0. E 12 .. 51.--- OmW _x 0 CIA ii) .0 ...a a. (-)> i-7, mr-0-I 0-1 ai, g4 ~ , ... zzwo „, o c' o cn ' .. g \ c7 C 413 9 \J3 `+ � F (6 a 1- 3 . J2 J1 a, I 1 J1 c � �� y Cl) 2.,.-,,,,,,,,,,..' •. - i28._____zfLg...., C g ?.. .. ,:)„..,-,_ -., . rti.: xe _ .- 53.51!T cz S TO D ra cavae' ,,.:fig ® CONFORMS TO DESIGN CONCEPT [i CONFORMS TO DESIGN CONCEPJVITH t. 0 3 ri CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN s REVISIONS NOTED ElNON-CONFORMING - REVISE AND RESUBMIT 211 m ❑ NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE e ` F WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE x4„ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 2E ' N WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE � 0 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY a °' DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 8/12/15 By: Arnold R. Solomon Date: December 3, 2015 MILBRANDT ARCHITECTS CT ENGINEERING INC