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Plans (61) 7-1,olc,--ao- 06:5' /31-i): siv 5A7`3� � 11 I � � I � � ! i�, I \ �� LEGEND: _bb « . - J I 1SANITARY SEWER I.. 28.00' ��� —SS Pacific I I �_ i 1 ° i I w r I SD STORM DRAIN Desi( COmunit} — — — I -`� wDesign I 1 H WATER LINE I 12Tig Tigard, MainStreet / �I © • MANHOLE Tigard,OR 97223 241.3Ippp. �i w `� \4:41 I RI503-942-9484240.2 Z ° I ■ CATCH BASIN _ _ IDATE: 1/11/2015 `�4 I + I Z t� ' * STREET LIGHT a. �� w REVISIONS • STRAW WATTLE PERIMETER No. DATE DESCRIPTION I 15.43' 23.43' �j o EROSION CONTROL 1 `^ I' I/ f STREET SECTION, SEE 1 I / 0 ( : Lr) I CONSTRUCTION DOCUMENTS 'L - ApprovU I `` E I ,\ 1 I . \ a B Date: /rip r , I s,, ' ° f 9 2u 1 1 I®' 1 # - SETBACK SUMMARY 1 A6jl 10.43' \ = PLANT (3) STREET C-,'+ )' Initials: I[ I I BUILDING: 3413B 1 / �' TREE: 2"CAL. FRONT SETBACK: 12' $3 -. y. 2 r 4.00' 1 FF=243.1 i 1 � 1 SIDE SETBACK: 3' ( � 1 YELLOWWOOD / A STREET SIDE SETBACK: 8' 77 76 I,�I \\ ° 6.00'I / CLADRASTIS KENTUCKIA REAR SETBACK: 3' 4,317 SF 1 PrP. PUE I I PORCH SETBACK: 8' I�I i I kill Ir, \1\. tr,,I 1\ •I 111 1 I I i ui. 1 GARAGE I II / • j \ Illialik ; ,E 1 1 7�i I iS / I , ,\ __ , __1-8.00'— 1 I 1� � �� I LOT COVERAGE: CN - PUE r---- I PORCH It 1� SANITARY LATERAL 23.5T , 4 ( i , o :_ II L" �; '",/ � = LOT AREA: 4,317 _ 1 .1 /f��� � , - • ii SF RIVER SIDEWALK 13'46 J poli4.7 BUILDING FOOTPRINT: 1,469 SF TERRACE // �///� �1► STORM LATERAL LL, "���-�`�` 34.4. I IS '', P • / ( I N II [a a I,(-1+ COVERED PORCH: 150 SF NORTHWEST _��`-`� , VISION CLEARANCE 7-- ,, ,� �'I� / I TRIANGLE CANTILEVER LIVING SPACE: 0 SF r.. Ilki; j ; � / 240'1 ,rCOVERED PATIO: 0 SF p M M / P M \ 24.00' WATER METER �� I 'I DECK AREA: 0 SF co S Qs as N „ I 11 , .� LOT 76 r — SW SATSUMA AVENUE TOTAL COVERAGE: 1,619 SF PLOT PLAN i a. `�� 3' ROOT PATH AZ ;\1 I o —55' 55 SS / ss1 Cr) ° a '_ 37.5 % /N r ! IMPERVIOUS AREA: 2,149 SF a J O PLANT (1) STREET I I TREE: 2"CAL. ' GOLDENRAIN TREE / I 0 KOELREUTERIA I I !„ PANICULATA I I c I RIVER TERRACE NORTHWEST (503) 221 -19203 0 O ^^ PROJECT NO.: 395-037 / 1 W�+ TYPE: CONSTRUCTION I, LOT 76 (R-7, MEDIUM) c•-, SCALE REVIEWED BY PRE io 0 RIVER TERRACE NORTHWEST 0 13426 SW SATSUMA AVENUE 1 INCH=20 FEET Q Z LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" PACIFIC - "" quality engineered wood products for todov s builder- Z.,-- 4 uil er- « These plans and the designs are copyrighted under f=ederal Law by Pacific Lumber Company 2014. M Z.,—., sO�m a� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ roan rRO'..sOVE ' r 7,==---- 1 These (III roa LL.S.AeLon. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� �@ � �il�.. � (,'.,,' � '�/� us..usOws«a�xas product supplier other than Pacific Lumber Go lloc lllffr. v. �7l if /r ; -- \ PER=AIL:e..NA.cN - p pP Company is strictly prohibited.Unauthorized use or ISOEMESMEG PORESTPR�0aVCTS arreGriLNaerrPleou rs ------- ' aeAxw6A�eeA wa�Ocks copying of these plans,infringes rights under the Copyright Ac[.Infringes face liabilities that include W, ` .- ee�anru roar Aeovc. '' penalties of up to 520,000 per work Infringed,and$100,000 per work Infringed willfully. ��II!!! RF P1 JOIST °"""` In 1)VERIFYALLTFRAMINNG CONDITIONS THIS FLOORCTOR NOTES: DESIGN SYSTEMWAS e„� :+.:ws:.+ eam.. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR �""'""""°`-""" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM.BLOCKMEL 6 PANS LNITN BEARINE.WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. rars. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEP/NS AREAS: THIS/S A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD This layout is to be used in conjunction with 12psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors, ROOFLOAD/N6: I I °urchaser responsible for approving this 25psf LIVE LOAD II ayout prior to any construction. 11 psf DEAD LOAD I PATIO 1 1 1 R1 1 51 51 1 51 ....-J2 11 _::. _ / _ ... _.. .... .......10 6' J2 1.1..... 13-3 13'-3' 10"--6"..... 1. 10-3. { J2 1 I1 J2 Ij ,.I J2 I1 11 J2 • J2 I 4 J2 il I f _. ... .......... J�1 JIB 1 JB 1 JB1 _:. 2 R f 1 Jit li 11 f2 1. , II J2 _ •II J2 f iI J2 II J2 I� �1 _ it J2.... I jj PL 1 4-36 1 (MAIN) J U _. '. J2_... :€ POLYGON 3413 ABD I� Il _, -- 0 O ._. • 11 / I L. Mrk u Material Width Depth Grade r3ty Cut Lth Tot Lth R 1 `� R 1 ;r JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 50 J2 = -- -- f - _ .. ® ® _ J2-- _ I- - - i R1 OSB Rim 1 9 1/2 9 16 144 '1 J5 1.::. B� -:. 34 J4 o o J4 - - Jg.... II-- J1 RFPI-20 1 3/4 9 1/2 12 14 155 „e,.e_ _.-.. ..___.._ _R.I ._,...,. 131 t LL 1 - t t _.,., .,„�- .... ...R..1.:_.... ... __ _.._ J2 RFPI-20 1 3/4 9 1/2 16 34 544 ®1 . E LL - --- Ji - .J3 RFPI-20 1 3/4 9 1/2 5 6 30 f . J 1 K .J4 RFPI-20 1 3/4 9 1/2 2 2 4 ry ry -- � J5 RFPI-20 1 3/4 9 1/2 1 32 32 1 - - -- J, - 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 52 BIG BEAM 3 1/2 9 1/2 2.1E 1 56 J} ..... ....... ...... __ J1 _.. ..... Accessories H1 ITH01"1950-or-ITT9.5 5 q _ .... J.1 .._. ...... .._. J 1 ::: ....... . -11 ......... ......... ......._ J1......... . ........ _-._........._ J1 ...____ .. ............._ '-.... J3 jr:::,---7J3 I J3 ... .... J 1 ... 1 1 J3 ._ J3 1 ( I I J3 J3 I J54_ I I /M..P...0R TA NTS. START ST• RT REFERENCE INSTALLATION 1 GUIDE FOR ALL FRAMING FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH HERE HERE 1 PORCH ' LEGEND: ... i—ad � umber H HANGER CALLOUT ® -SUPPORTING POST QX CONFORMS TO DESIGN CONCEPT & C CONFORMS DESIGN CONCEPT TRUSS COMPANY ' -POST LOAD ABOVE N L YORMS DESIGN CONCEPT lATfri ❑REVISIONS CONFORMS TO CONCEPT WITH R -RIMBOARD ❑ REVISIONS AS SHOWN NON-CONFORMING-REVISE&RESUBMIT 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'7005 (503)555-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT C3 f7ON-CO iFO MIN=-REVISE AND RESUBMIT -OS STOP DRAWING HAS POPS PEVIEsSEO=c'cctrsRAL CONFORMANCE PLAN DESCRIPTION/NUMBER: 341 3 ABD JB -JOIST BLOCKING r 5P9-4,W..ABS IIHIESES BA li FE,raBSINNALf POOP DESN t- CONCEPT ONST ANC SCES NOT RELIEVE TOE SCALE: 1/4”-1'-0" mT ry AYE E :a T , A Dee KTE Ir:F n- CA.00.Ft DQR O,RES'Y-I . OE CONFORMANCE WITH DES.O!s CUSTOMER: POLYGON J -JOIST CALLOUT re_CC T.2r„Fuc F:PC,C.:K-. Fie OVE411.441n--"FE DRAWINGS sr_e:r:ABONS ANC APPLICABLE CO-DES Al OF AI(„I :LAVE PLAN DATED: 9/1 9/1 4 N F.PEiA AD SKC'r 't'•xCr.ICLP Snip P.:Bal.r ERIORFIY OVER-IRS SniSP BRAWN° B -BEAM(FLUSH w/JOIST) ;w4.1.s' rxx c a:zA„ 1 iEfF,k.,L.PPCNIE. By David R Burnett Date 1O/22/14__._. DESIGNER: KAM/L.HENDERSON DATE: 1 0/2 1/1 4 HDR -HEADER(BEAM BELOW JOIST) Sy Todd A.E2tori ,.CT ENGINEERING INC '0`tete Si,201E MILBRANDT ARCHITECTS BBO-BEAM BY OTHERS PL 1 4-3 6 1 (MAIN) SHEET: 1 of 2 WHERE PLATE NAILING AT SHEARWALL ® CONFORMS TO DESIGN CONCEPT ABOVE EXCEEDS ONE ROW,PROVIDE ❑ CONFORMS TO DESIGN CONCEPT WITH POLYGON ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWN AS REO'D.ELSE LAP SHEATHING PER 3413 BD DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRABING HAS SEEN REVIE00O FOR GENERAL CONFORMANCE PL14-360 UP 14" OPEN WEB JOIST @ 19.2" O.C. OITH THE DESIGN CONCEPT ONLY AND DES NOT RELIEVE THE FABRICATOR VENDOR OF RESPONSIBILITY"FOP CONFORMANCE WO-1 THE 10/21/2014 DESION DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIF?ALL DIMENSIONS. By: Todd R. Eaton Daze: October 30, 2014 CT ENGINEERING INC Products 0 START FRAMING HERE > O O o o s-10-o0 o O PIotID Length Product Plies Net Qty o ca RM1 41-00-00 1" x 14"APA Rim Board 1 1 0 �o� eir �RM1) RMI 34-00-00 1" x 14"APA Rim Board 1 1 its „/„. � u�� &. � � � "\ P " RMI 22-00-00 1" x 14"APA Rim Board 1 1 ' ''''� ' I RMI 13-00-00 1" x 14" APA Rim Board 1 1 �� � h'' RM1 8-00-00 1" x 14" APA Rim Board 1 1 I ' 1;11111 RM1 7-00-00 1" x 14APA Rim Board 1 1 ;. RMI 3-00-00 1" x 14"APA Rim Board 1 2 BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 41 II BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o _ o _ o 0 of3 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LLL LOL LLL LLL ILL LLL LLL. LDL. LL LL Il LL. En LL LL LL- LL ;LL:: r, 0BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IH) BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " C e BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 g - - i C t t .1-001 ; ; BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 � � U Li.� l `� ��� 12 �: alBM3 21-00-00 BBOT 1 1 1' 3 0 -�4 i1 , 11 1 . . BK I j • • BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 a -�. BK1=BLOCKING RM1=RIM BOARD :11 I ACCESSORIES QTY TH017140-2 33 ' 1 ' I 0 © HUCQ1.81/11 4 � 1x14 OSB RIM FOR SHEAR BLOCKING 29' I ,..,,i...„.„,„ CD m O M LLL u. LL u_ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1j 18- 1i, O _ 00 LLL LLii. L, ILL LL F.2 ti HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ,n in 3 =LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA m •= FLOOR LOADING � El CONFORMS TO DESIGN CONCEPT of 91III 40 LL 15 DL ' CONFORMS TONOTED DESIGN CONCEPT WITH I. 0 NON-CONFORMING—REVISE&RESUBMIT : OP DrA1. '.AS BEEN REVIEWED FR GENERAL COVE 2 .NC_ II � U � — _ — GiRl DESIGNCONCEPT OW' AND DO NOT RE E T E - F.EK 1 RNE x AFL PSN6 -TV FO _ - .______ . J^ ON JRf'w t WEN H DEaI N I_-.___. _ _ — — r _ -- -- .. DRAWINGS SPECVICfi .NE.AND ...OLE:.OC=S ALL O ICH HAV_ I! BM6 O I - — _ --, PRIOATFOAE SS:OPDRAANG B 3-0--14 kl RM1� ByRw, David R Burnett Date 10/22/14 _ '_ - �-�. JOIST WITH RIM MILBRANDT ARCHITECTS BM6 IRM1I (;� IL' __) 4-03-00 / 9-03-00 PaciMLumber & TRUSS COMPANY