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Plans (32)
/1S Sao/6 003 " l 333.E St( q 1I II i I 1 ll 14 1 I I ; I ';(L LEGEND: _ -I ----� I T —SS SANITARY SEWER P�1CifiC iL J —SD STORM DRAIN Design tarsi ____ ___1 1 I I 1 I 1 I —W WATER LINE Design 12564 SW Main Sheet II I ® • MANHOLE Tigard,OR 97223 [1]503-942-9484 I I ■ CATCH BASIN 256fJ 253.4 ( 251.2 + STREET LIGHT DATE_ 1/8/2015 140 0 REVISIONS — — — — 2.54 — — — — — — — — — — STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL 252 I) � I ------I00. 19.00' --gel I 27.00' © STREET SECTION, SEE I I �I I CONSTRUCTION DOCUMENTS — —1f ;— r- 111, NIS N . 1 � - I SETBACK SUMMARY 1 I I I I , I i— FRONT SETBACK: 12' I I 1 1 1; 1 Mi 11 SIDE SETBACK: 3' BUILDING: 3413B 1 STREET SIDE SETBACK: 8' 3.00' '--4"-- FF=253.0 3.00' REAR SETBACK: 3' PORCH SETBACK: 8' 82 i 3,600 SF ,�, I 80 I I ;j I of I 1 cp Y I II 1 i 11 I I l 1-HR FIRE E '1 1 E GARAGE 1-HR FIRE o I I RATED EAVES i 1 '? RATED EAVES E 1 I ! ii , I I I i� I L__ II �1 — I I _ LOT COVERAGE: I 17 I 1 -- _ ti_--r_ I PORCH ►I ill I '0 PUE' of I LOT AREA: 3,600 SF RIVER 20.00' ',..1_,=_,__ pll SIDEWALK I. 1_ BUILDING FOOTPRINT: 1,469 SF O 251.6 9.90' C�.� 249.7 TERRACE W u, — V, \� I a — • — — COVERED PORCH: 150 SF NORTHWEST h �'� I A� '40.0' ��vi 0 .. - ... 3 o � \' I \ N ? CANTILEVER LIVING SPACE: 0 SF Ai ' v�)� AIL , "' I v 0-6 �s d mom= Immo. ' L COVERED PATIO: 0 SF MIRE . / q® ` WATER METER _ / M M /� � rYl c, DECK AREA: 0 SF 0 24.00' MO `so STORM LATERAL LOT 81 os aaS +. as - • nc— TOTAL COVERAGE: 1,619 SF PLOT PLAN 2 ss SS - s SW SATSUMA AVENUE A2 SS 45.0 % N PLANT (2) STREET IMPERVIOUS AREA: 2,092 SF a TREE: 2"CAL. SANITARY LATERAL — GOLDEN RAIN TREE / E. KOELREUTERIA PANICULATA U m- o °' CIT` O TIGARD RIVER TERRACE NORTHWEST (503) 221-1920 Approved by Plan/pingI? C ^M 2 V 1 W V PROJECT NO.: 395-037 flat®• 9/7(e/ TYPE: CONSTRUCTION O ��,,JJG SCALE REVIEWED BY: PRE h. LOT 81 (R-7, MEDIUM) Initials: L—S 10 0 -p-: RIVER TERRACE NORTHWEST a 13332 SW SATSUMA AVENUE 1INCH=20 FEET i z 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 REQ'D.ELSE LAP SHEATHING PER 3413 BD DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP ERAIEIt3 HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PL14-360 UP n WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 14 OPEN WEB JOIST @ 19.2rr O.C. FABRICATCP,VENDOR OF RESPONSIBILITY FOR GNFORREANCE 111TH THE 10/21/2014 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF i1t':ICH RAVE PRIORITY OVER THIS SHOP PAWING. CON-RAG-OR SHALL VERIFY ALL DIMENSIONS. By: Todd R. Eaton Gate: October 30. 2014 CT ENGINEERING INC Products o PIotID Length Product Plies Net Qty 0 0 <START FRAMING HERE o, RM1 41-00-00 1" x 14"APA Rim Board 1 1 t0 0 610-00 o 0 � �2 I RM1 RMI 34-00-00 1" x 14APA Rim Board 1 1 z ..4..--e.,.--.. • amu,. ._ , _x ,� , rp�: 4.;s � .5,;, RM1 22-00-00 1" x 14"APA Rim Board 1 1 � � • � 'MOS 1•01�' RM1 13-00-00 1" x 14"APA Rim Board 1 1 * 1 , , 1 4 t, NI �I '4. e 1 t RM1 8-00-00 1" x 14"APA Rim Board 1 1 RM1 7-00-00 1" x 14"APA Rim Board 1 1 111111 � 1111RM1 3-00-00 1" x 14"APA Rim Board 1 2 1 1 BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 0 - - _ o o' o o BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Lt 0 0 0 0 a 0 a o • 0- Lo to Lo to Lo to u- o o L' o BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ��"i I BK1 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 iw BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 "'I.': 1 ti ''' BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " lik BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 •-0I1 111.11 PBM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 =�N In " B W.L1 BM3 21-00-00 BBO1 1 1 = �' I I ►iii10,. R_ InanIRMIIIIIIIIIIIIIiiilk_:_ BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 BK1=BLOCKING . ■ ■ 1111•5111111 ■ . m I ; 3-p�-14 o- _.. RM1=RIM BOARD E',": Q RM1 ACCESSORIES QTY III ,:,: - ' TH017140 2 33 I © HUCQ1.81/11 4 C° 1x14 OSB RIM FOR SHEAR BLOCKING 29' m ;� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN C 0 0 0 ti Q C `' o 0 0 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ti ti ti_ao r: o i RM 1 � I tL FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA Pr I '2°u---)2 FLOOR LOADING ID CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WRH .. m ,k 40 LL REVISIONS NOTED 15 DL o NON-CONFORMING-REVISE&RESUBMIT 'H -CANA NC, BEN REVEil'C t*MA,:,F,12,,,.CE rV!t E"i r i P1 rL Pi[ rrS,.F 4,,,,-ri ...ie GC, .,C`NRA!.E k H E,.GN . _ a1 t ' By David R Burnett Da'e 10/22/14 ail - MIIBRANDT ARCHITECTS _ `� F' I — BM6 rt JOIST WITH RIM BM3 RM1 BM6 9-03-00 4-03-00 ,_ , ,,,,,,,,„,„:„.,, , Pack umber a TRUSS COMPANY PACIFIC LUMBER COPYRIGHT 2014 ROSEBU RG FRAMING SYSTEM- --------- quality engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2O 14. e ..�. II ' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ,,..—=---- 1 Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other rows F-o.,,.sove .� IIIE =TX= � R oar -LV R, �oRrnn x.srsLL sau.sx e,.�...s product supplier other than Pacific Lumber Company is strict) Itt ; .--- ______ , =7,t.,c.n,... . P PP P y y prohibited.Unauthorized use or 4 I,< . ee..enw ARrwor eOoc-s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include RO%FEUA'O FOREST P&oDr+eri Fawn � �� `` -e�ow TO POST ABOVE penalties of up to 520,000 per work infringed,and$100,000 per work Infringed willfully. ►/ // 1iL 0 3 2016 S< RFpI JOIPOSIMISRO ST i �II� £ . 11,-;/-vii; YAf q „w,,,,„ P" 1 8 3 F..� ! 1 f..3a S< ° 3"'V CONTRACTOR NOTES: DESIGN NOTES: F 3� g R r 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS M -^--w - 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .....l,.a>,-r�...w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD Rfri BLOLKMG PANELS NTH BEARING YIALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.rs. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LEEP/N6 AREAS: THIS/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: � I '.urchaser responsible for approving this 25psf LIVE LOAD PATIO PATIO about prior to any construction. 1 1psf DEAD LOAD I R7 I R1 R1 Rt 10'-3• Itl 10 6 ..... ,� lEr_ 13,-5":::, ... —13 3•._. -.. I 10,_6..... I .....10-3• - 6 .. ._. l ...... ._ ..... _. .. ..... 1 J2- Rt ... J 1 J 1 JEI t J2 d 1 il2 I I.. 1 J2..... { 1 I1 J2 11I 11 J2 _ 1 k PL 1 4-3 6 1 (MAIN) -87 •.._: 'R1 •D `0 R1 ._._. _::: POLYGON 3413 ABD nn U U �� ff __ Mrk s Material Width Depth Grade Qty Gut Lth Tot Lth - -- 11 _ --- --- 1 511 OSB Rim BLKG FPI-20 1 3/4 9 1/2 20 16 144 B fi -- I , )... 34 J ry .114 B}- -4::: I':; J1 RFPI-20 1 3/4 9 1/2 12 14 168 __..---- _.......- ...,_.. ...R} _ ......... ........ -- $}— , 1 t _ E44 _I -- ......._ ..._.R.-1- ......_..-. - ....... _ J2 RFPI-20 1 5/4 3/4 9 1/2 16 34 544 01 LL a -- -11 ® JO RFPI-20 1 3/4 9 1/2 5 6 30 as __ K K .::: __: J4 RFPI 20 1 9 1/2 2 2 4 { ... N ry J5 RFPI-20 1 3/4 9 1/2 1 32 32 � _" J1 - - J! - ----- Si RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 .... J 1 Is - ._. - J t J1 ...... J 1 Accessories x• H1 ITHO 1'1950-or-ITT9.5 5 1- R1 J1 ..._ ... ,1 .._.,,. 1 J1 ... J Y. ......... ___._ _dq__...... .. ..................! _-_. J1_-._._...... _.._____ 4k , I.. J1._._...... ............... -__..--. ........__. J! ._.__... ......._.____._. \ gg e\ 111 l • J3 -I I :i I J301 —PJ3 -_ IhsPt7i T nr..T...J.. I START START /I REFERENCE INSTALLATION GUif?E FOR ALL FRAMING 1 FRAMING FRAMING 1 DETAILS AMP I-JOIST INFORMATION PORCH HERE HERE 1 PORCH ' 'NZI, Ft LEGEND: ( H }--HANGER GALLOUT s.,,, �°w.e, �® -SUPPORTING POST DX CONFORMS TO DESIGN CONCEPT & TRUSS RUSC COMPANY -POST LOAD ABOVE ® CONFORMS TO DESIGN CONCEPT ®CONFORMS TO DESIGN CONCEPT WITH R -RIMBOARD ❑ CDR=DRhli'D GES:.:.°!C::?aCEP?VII'i REVISIONS NOTED ',.. 10515 SeN ALLEN BLVD BEAVERTON,OREGON 51005 (503)050-9663 LB -LVL BLOCKING RE.':SIDNS AS SHOWN ElNON-CONFORMING-REVISE&RESUBMIT JB -JOIST BLOCKING MAIN FLOOR JOIST LAYOUT 0 ?IDN-CDNFOEMI G-REvISE AND RESJ&MI- ISA s+),-.f.'RAYANG HAs B-EN REVIEWED:OR AEN-RAL cONFCA.MENCE PLAN DESCRIPTION/NUMBER: 34 1 3 ABD I•.:1 c.are:a HF I AE F e 1i : _=u+.><.� n.-I I�' cn acE.=. �^a:_1 AND DOES a.. RELIEVE r.c CUSTOMER: POLYGON SCALE: 1/4 - 1,-0• - ABn A -:ENDO ,m RES CA Ia Z.. .Ti C'NFOR?NA N..VirH DE::ds J -JOIST CALLOUT F H.A Zfk±T ,E5,-..k..15:1.7,s v =w,:.eHrre rHe DRAW,03 sr r-MONS.eta,A PLIC LE c .,Es,.A:t_f wiser^KAY_ PLAN DATED: 9/19/14 B -BEAM(FLUSH w/JOIST) r.4--M,:4.r>.... ., ^?:.RI_..e:.lch^n:E F.TN.,,r: 'n.ORITYC ER'NAS yw>r.L'RAWN seE'.r::-;5 ea,P.).7,w. ;01=a^r0e se:_.nr,fa'vIa4$1:'T:. BY_ David R Burnett Date 10/22/14 HDR -HEADER(BEAM BELOW JOIST) DESIGNER KAMI L.HENDERSON DATE: 1 0/2 1/1 4 ✓e Oct*,SO.eau BBO-BEAM BY OTHERS CT ENGINEERING INC MILBRANDT ARCHITECTS PL 1 4--3 6 1 (MAIN) SHEET: 1 of 2 i W N Q� Lu en 6X6 6X6 UI-4 ``0r Z °` L_ _ 6x12 HDR _ _ _i_ ,.-- ___--T--••1 cc N O Q Cp_i_,3 \S1.2/ (P3 � /4\ cc ? 0 STHD14 9.0/ CP3) ri 4X10 HDR (2)2X1 Q Ha_l_ H 14 2x LEDGE ST ID 4 (2)KING STpD1T3Tfiii REAHD gi (24 - -4' Plan 3413. AIN LEVEL SHEAR WALLS _ UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio .1 16 PATIO WIDTH VARIES PER LOT D2 r 1 ` Er -i- , w w Patio 0 3r-0 7'-10" 7'-112" 'to i 9» "" 4I Li Ii I 6-0 510 F 2:7,6 5-0 SH M I I1I 6-0 5-0 SL l`11. ) p - .♦ i• ♦ ♦ • 12 I I D2 `o I I Plan 3413_ MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT 8, 4" 834 6x6 PTP T—� ii 1 -6x P` POST I 1----116 A THICKENED I __ D2 SLAB EDGE L 1 w w 0 10 31" CONC. SLAB co /1 o\ CP3- ,/8\ I-0'-5"I - a o _w \S6.0/ J\51.2/ z P3 0 STHD14 0� c > P3� j • �STHD14� • 1._ �STHD14 \ -1 I \---- I .% . , `1- Ili I \IN.:\ • • -113/4„ -;-I 3&4 1 I T. I \ - `-21/4" I Q I e 3 s I Plan 3413 . - - FOUNDATION PLAN AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'—O" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 — This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.