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Plans (42) cao M W C ri c t o_Z 1 V Z 6X6 6X6 C V c0 �- 4 _L----------. x12 HDR___ - W "• 0 N OI- 0 O ¢ Ik 0 ( 3 / 8\ 4 �.► \S1.2/ S9.0 P33�\S182 STHD14 4X10 HDR ST ,�1 �' - L-- - - ,-_-.�.25... J1Szt \. 2 10 H 14 -- -- ----- 22X10 HDR 6X12 HDR STHD14 N i t L r---- ---- 2 2X10 HDR jl ° I I I �c� 1 I— -Ir -L5-S-- ► j� _ _ I I r I (2) KING STUDS 1 Jo �L - �J I ill W/ TRIM SIUD II , _ -- III c EACH SIDE MIN. xo Plan 3410, MAIN LEVEL SHEARWALLS UPPER LEVEL FLOOR FRAMING 1/4" = l'-0" ENGLISH REVIVAL Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 4 • • • 14'-33/8' • . . ' Patio . . . W 0 34'-0" CD • 7'-11 Y2 .7'7:11:r • 6'-1%2" CO f Op u, ♦ I 5-0. 5G SL• 2-6 5-0 SH 6-0 5-0 F k _ 2-6 5-0 SH r _ I DWI ------ I o� --J I I I `° to ® o N co C J rt Plan 3410_• MAI 1/4" = 1'-0" N LEVEL PLAN ENGLISH REVIVAL- Optional Roof at Patio 34'-0" 3'-3%8" i PATIO WIDTH VARIES PER LOT 6'' 2 15'-11 " 83/4" 83/4" i 1. 6x6 PT POST \�,I 6x6 PT POST .. V dao - `Z ------ __ r'o-♦♦ r __� THICKENED / 16 1 - w SLAB EDGE D2 4'-6" 1 o , 10 6 3'-6" 7 `°31" CONC. SLAB c w > P3� S12co ) \ ab /10\ p P3 /8\ --FT �TIiQ14 o 10 ^ / ` \S1.2/ • _SLHD-14 -- � ♦ r I \I I \I Ti r / 1 ..- I 3&4 -21/4" L_ -J -113/4" 1 - �--, I D1 i D1 I cPI • 18X18X10 FTG I wy Plan 3410 FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio :.. i PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN c '`1 DATE: 03-21-16 SCALE: 1/4" = V-0" 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. k ROSEBURG FRAMING SYSTEM'" PACIFlC WMBER COPYRIGHT 2014 -,,,,4 c quo engineered wood products tottodovt builder- .m.�..a�.am.. ...v...... These plans and the designs are eopyri"ed under Federal Law by Pacific Lumber Company 2014. 11 '�1. s, Y- w�awu^u. The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber _ rosTsrxox ABOVE ' °i°`""'pTo BEA xB BEI-CM Company,which retains copyrights to,and ownership of the plans"use of these plans by any other E44„,,.20,41, - �}A� ,II ' .srw.sauwsx BLCCKS pp Company is strict prohibited.unauthorized use or i). A/ �� �" i � � �� �� � ' ,I�, ' .n..v=m. ,III rEa PETAL I4 nATcx product supplier other than Pacific Lumber Go y t!pItt,Blik fit, BEwaxs�w,we�ocks copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `` / Bei.on Tea POST ABOVE_ penalties of up to 620,000 per work mfnnged,and s 100,000 per work infringed willfully. CRFPIJOIST ' � 1V� �� f `, = fi A CONTRACTOR NOTESDESIGN N NOTES: 4 y` 1 iii. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM MIAs ��„ ,a-- „, -^—+« .� v- F 1 x"'. t 1 �+` ;1/4,,,T, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UN OTHERI EXC D Rfn'atocKwseAREtsrvnx BEARN6rvnuAeovE POST LOAD TRANSFER DETAIL rL G w a Ti ! ALLLBES MOPED DESIGNER'S DEFLECTIONLETHE LIRE LOAD V.4.• ���- 3) BEAMS PER DESIGNER'S PLAN CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.rs. NI. USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40p5f LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD TN/5/5 A PLACEMENT PLAN ONLY SLEEPING AREAS: 30psf LIVE 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,: I I =urchaser responsible for approving this 25psf LIVE LOAD PATIO I ayout prior to any construction, 1-1 psf DEAD LOAD PATIO 1 1 I R1 I It R1 R1 I R1 • 10-3 10 6 -$�: ... 1 3 3 - 1 3'-3'i .IE-, 10-6 J3 I[{�..., 10 3 _ ij i 13 • I 41 14 I R11 .... ... Jt 1 ... J1 ... ... I ...._. .. 41 J3 J 1 _. .... ')21 J9 I 111111 J3 ! 13 }1 1 } J3 I J3 3 15 I O __ ...!� ..J3� ._.. l�_ ® _. __ R 1 R 1 .. ® ._ __ �J3 1 __. _ N ! 13 ! ® ._.. __ -lb .... .... I ! 4\� .. �� J5 ._ .... ,ISS .. 7� \ 1 _J� ..... ..... B1 — B, fqit ry ,...... r .. ,. -,__3 :: .:: _ _. __—1. __ 1.._. ----`=s--- R ....ams ..._.y.3 1V J3 ......._ R�,. -- K J2 J2 __ K ry ::. ..._. J2 _... .... :.:.. J ..,:...... h s 1.... -- 2 ..... ............: ........ - 12 .... -. '.. II . ._ _.. J2........_. _._ ..._.... ... J2 - .._ 12 ____ _._ _.. 12 .... .............. .J2_...._....... ........._.. .....' ......... ..__.--- -12 .......... ..... R 1 -1 1 2 B2— START Jt Jt ... FRAMING Jr....... J- 51 J1 START I J1 -_ J1 FRAMING HERE C' HERE J1 PORCH PORCH IMPORTANT1 ,,x „,,,,s ,,•,. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING 2 COt,ORMs TO DESIGN CONCEPT DETAILS AND I-JOIST INFORMATION r] CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS S,IOWN PL 1 4-3 58 (MAIN) ❑ NON-CONFORMING-REVISE AND RES)&MIT POLYGON PaciiLuinber LEGEND: 341 O BD lo >Z. L F4T e F L E ,, /—� Mrk a Material Width Depth Grade Qty Cut Lth Tot Lth E OM w c L r F 1,cn-ttwi n 1 e ( H -HANGER GALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 a n'S nen A :as Al. u�;r>1 E vet n �J i SSt:1• x” ISACO SA .Fit Lltetttlront. ® R1 OSB Rim 1 9 1/2 5 13 144 N. ToA.Eno. ... October a Als & COMPANY SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 5 b 30 CT ENGINEERING INC.. TRUSS ® -POST LOAD ABOVE 12 RFPI-20 1 3/4 9 1/2 12 14 168 R -RIMBOARD 13 RFPI-20 1 3/4 q 1/2 16 34 544 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT 14 RFPI-20 1 3/4 9 1/2 2 2 4 I N CONFORMS TO DESIGN CONCEPT • 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 J5 RFPI-20 1 3/4 9 1/2 1 12 12 CONFORMS TO DESIGN CONCEPT WITH PLAN DESCRIPTION/NUMBER: 3410 BD JB -JOIST BLOCKING SCALE: 1/4'-1'-O' REVNwNsNaTED -lb RFPI-20 1 3/4 9 1/2 1 22 22 CUSTOMER: POLYGON J -JOIST CALLOUT B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 NON-CONFORMING-REVISE s REsuaNlir PLAN DATED: 9/11/1 4 B -BEAM(FLUSH w/JOIST) B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 5 6 I ' ,-,1"11`1,'..,11l DESIGNER: KAMIL NENDERSON DATE: 1 0/21/14 NDR -HEADER(BEAM BELOW JOIST) Accessories i ,i By ,`EWA R Burnett o-n 10/22/14 BBO-BEAM BY OTHERS H1 ITHO1-1950-or-ITT9.5 5 1 MILBRANDT ARCHITECTS FL 1 4-35E3 (MAIN) SHEET: 1 of 2 /Y-C7-3.2 Cv& 003F.2._. 1r_ ( I LEGEND: _1 : 1 : I ( 1 ' I ,� 1 i 1 _ I ( ; 82 ( ( —ss SANITARY SEWER Pacific - = -SD STORM DRAIN Community i DOS1l;Tl._ r 1 k---I- 1 _i 1 I r I I I WATER LINE 1 L ® • MANHOLE 12 igard Main 9i Street — i I III CATCH BASIN m so3 9a2-9a8a DATE: 1/11/2015 1 251.2 I 1 253.4 I ' STREET LIGHT REVISIONS STRAW WATTLE PERIMETER No. DATE DESCRIPTION — — 150 — — ��� — — — — — — — — — EROSION CONTROL / lin 151 I 11 7.5A-19.75' STREET SECTION, SEE 1I I © CONSTRUCTION DOCUMENTS 1 • _27.75'____ in I r - SETBACK SUMMARY _ I , z j , r= FRONT SETBACK: 12' — 1 I If ' I I1 I I ; SIDE SETBACK: 3' ' 1 ' 1-HR FIRE 11.• I i I i rl STREET SIDE SETBACK: 8' RATED EAVES I 66 I,[ I REAR SETBACK: 3' , ♦� 3,600 SF `' 1-HR FIRE i i PORCH SETBACK: 8' I RATED EAVES ' I I1 BUILDING: 3410BR ('I • I 67 [ - 1 FF= 256.5 o 1 ! 65 1 _0 I_ I II I I l co "" N 3.00' = -- - -- 3.00' v' i I I1 I I i 1 I GARAGE 111 i LOT COVERAGE: O I I 1 I ' I �' _� I ' / II i Iti9 a I ----ti z r-- - 1 -- --- T— 1 �= LOT AREA: 3,600 SF 6.00'= -r 1 - 1 I.-----SIL. I3 1 RIVER 1 _ PUE •— 1 PORCH , r BUILDING FOOTPRINT: 1,443 SF TERRACE o II ', � • °i, 20.00' — _ _ _ L -16.00'— — w 252.5 1 9.90' -�\` COVERED PORCH: 142 SF NORTHWEST PLANT (1) STREET �• I 40.0' / CANTILEVER LIVING SPACE: 0 SF TREE: 2" CAL. �i� __, i ���MIA \ a - , YELLOWWOOD/ i COVERED PATIO: 0 SF 0 248 / CLADRASTIS 11------ riff Ii Aim•i�— — _ �% KENTUCKIA / \\ / DECK AREA: 0 SF c•i a • �/ TOTAL COVERAGE: 1,585LOT 66 u_ •r I SD 9D 1 SF PLOT PLAN SD r 28.00' ` WATER METER r STORM LATERAL 44.0 % y 1�—� —��SANITARY LATERAL �C 55 _ SS y� ss �5tr „—y ; SS SS —� IMPERVIOUS AREA: 2,163 SF o o `, /o ` / SW PUMPKIN VALLEY TERRACE 7 ry o I ; h c '1 rv7-j— o I /� o -T o I.i -0'r'— '- f u / '., ry, - I.Ari Y oe i e un1 I Nr c RIVER TERRACE NORTHWEST (503) 221 -1920 Approve, Manning C � jt,p PROJECTNO.:2S1 W6 aDatle. TYPE CONSTRUCTION N. SCALE REVIEWED BY: PRE LOT 66 (R-7, MEDIUM) Initials: kr---- 10 0 CO RIVER TERRACE NORTHWEST 0 13331 SW PUMPKIN VALLEY TERRACE / 1INCH=20 FEET Z 14"OPEN WEB JOIST 16"&19.2"O.C. I POLYGON POLYGON 3410 ED PLI5355 UPPER 10/28/2015 Products PIotID Length Product Plies Net Oty TMS AREA I6'O,C. A,e RMI 39-00-00 1"x 14"APA Rim Board 1 1 �� <START t..YOL.MERE RM1 34-00-00 OR"°"`0X^° 123 05 De t 1"x 14"APA Rim Board 1 1 '} RMI 24-00-00 1"x 14"APA Rim Board 1 1 MOVE JOISTS +1-4"TO RMI 12-00-00 1"x 14"APA Rim Board 1 t ° ° ' • Z. : ° RMI 9-00-00 1"x 14"APA Rim Board 1 1 AVOID PLUMBING ° )11,. I I RM1 3-00-00 1"x 14"APA Rim Board 1 1 " BK1 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 1-3/4 x 14 1 1 Ni ' L BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CONFORMS TO DESIGN CONCEPT li'l I?: BM2 -00-00 1.5 RigidLam LVL 1 3/4 x 14 1 1 LL $ u LL 4 LL IL w 4 LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 [I CONFORMS TO DESIGN CONCEPT WITH BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 REVISIONS AS SHOWN g BM11 5-00-00 1.5 RigidLam LVL 13/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 NON CONFORMING REVISE AND RESUBMIT BM15 4.00.00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 8M7 21-0000 3-1/2 X 14 BIG BEAM 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM6 00.00 5-1/2 X 16 BIG BEAM 1 t FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BMS 15-00-00 3-1/2 X 14 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �= BM13 3-00-00 8001 OVER THIS SHOP DRAWING. _ / _ 'u' 1 1 By: Arnold R.Solomon 4 a 12• r-`"': Date: October 28,4015 --- ACCESSORIES CT ENGINEERING INC u QTY —--04„,,,,._. ..,,,,,,i,R,!j� `I'1d _L0 MUCQ1.81/11 3 1x14 OSB RM FOR SMEAR BLOCKING 28' 0CONFORMS TO DESIGN CONCEPT 0 X714 1 1--1 CONFORMS TO DESIGN CONCEPT WITH ' REVISIONS NOTED 9� IBRr"4Locxac xx-x:aAL91Ad 0 NON-CONFORMING-REVISE&RESUBMIT $ S pR+�•Aw e°ARDI 40 LL :i15 A THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE , 11=3 • Pa..- REFER( TO STRUCTURAL G R FOR ApDITIONALI WITH DESIGN CONCEPT ONLY AN) DOES NOT RELIEVE THE POST TRANSFER BLOCKING FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN p +' AND SHEAR BLOCKING.REQUIREMENTS. DRAWINGS SPECIFICATIONS AND APPLICABLE CODES ALL OF WHICH HAVE 8 - PRIORITY OVER HIS SHOP DRAIMNG. -',v LL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN By Jeremy Pfarr Date 10/16/15 ♦ g I SHADED MVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I M I L R R A N D T ARCHITECTS I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I ® 1 3-_m �>I R I. I E. _::te --- � �A P r./ ./ .i�i...--. \i DO NOT: Loosen,remove,cut or notch ,I=_�`ii Jam_ i' any part of the open web joist. JOIST WITH RIM Pacifief SCALE: 1/4"=1'-0"on 24"x36"SHEET I & TRUSStuber COMPANY I SHEET 2 OF 2 I