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Plans (128) -05---5 ekpvIc:Li ya`4 /7s7;20/6, -_063cps 1H : i I , 11 I I I I i H I I LEGEND: _ __III '= 1I I_ I ' —ss Pacific I : — 1 I I SANITARY SEWER ' I i_� I L- —SD STORM DRAIN 7�inity Design I I r 11 I I I I —w WATER LINE . 12564 SW Main Street �, ® • MANHOLE Tigard,OR 97223 I I I I IllCATCH BASIN m 5M-942-9484 DATE: 1/11/2015 I 1 248.1 1 I I 251.2 ( ' STREET LIGHT REVISIONS STRAW WATTLE PE vI _ 48.0' EROSION ONTROLRIMETER NO. DATE DESCRIPTION b 0 a / r 19.00' STREET SECTION, SEE I t if tNI I © CONSTRUCTION DOCUMENTS1 e N 'I ' 27.00., — 1 I ( j I I I -- SETBACK SUMMARY - - , �, I 1 [ N r FRONT SETBACK: J t- h If i--- z1_4 I — 12' I f 1 I I — 1 I 1 SIDE SETBACK: 3' 1 1 I` 67 1 1 : I r1-. STREET SIDE SETBACK: 8' ' I ' 4,320 SF i ' REAR SETBACK: 3' I I ; PORCH SETBACK: 8' 1 # BUILDING: 3DR I i 68 011 � FF=253.8 o f 66 1 ; � -"=-'� R I� PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" w�- „e;,., These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 4. quality engineered wood producs fortodays builder- iii !+ ��i The plans may not be re-used or copied,In whole or part.without written permission from Pacific Lumber , ;u-. -�1 K,«:... som a�ou42,u _ 7 .4. rose rxor 4eove �.� ,-, ro auR��+c s�vn Company,which retains copyrights Co,and ownership of the plans.use of these plans by any other RIGi�f /�!l>i LVI �1/'�t A �R A. asr4,u ww51.1&D Gs �1 .TI ts1Y/ i..7! IV`L! FYI O=m- 1..., --� _ ,II Pea very,e..,.rw product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or A dt 4111,,,, , - _ IC eewR res miner,ar s�xKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include R ffV 6 FORINT PRODI�GT& FOREST~DUCTS - aeon TO rosr leave `� penalties of up to 520.000 per work infringed,and$100,000 per work infringed willfully. IIM! FEB 0 3 2016 RFPI JQ!sr �i' OatS In l.a/` OF $ q{ -�4Y '8 5"t 11GONTRtiGTOR NOTES, pj515N NOTE5n „^., "+�,,^'�,-.2,.�.. /Minim 8I ^`t 3 P'"' '� I / 6,t"`4 i 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS M CC 8 9..� a,c„^i §_,r " +,,: 1,,,,,: �9.. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPfnLOGKMG PANELS WTH BEDETAILe HALL ABOVE 1.05T LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA ars. ars. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING MOOR LOADlNb- FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS START START MI5/B.+PLACEMENT rcANONLY SLEEP/N6 AREA5r 3Opsf LIVE LOAD — I _FRAMING FRAMING This layout is to be used in con junction with I I I Architectural/Structural plans.Verifyall 1 2psf DEAD LOAD I PATIO HERE HERE blocking me I / PATIO I shear wall ocking place nt and connectors. ROOFLOAD/NG O / \ O I Purchaser responsible for approving this 25psf LIVE LOAD 43 -4 I- - -TR-9 —' -- "- __R..1 „_,„_ .... •_ ayout prior to any construction. 1'I psf DEAD LOAD rf €_ J3 t1__ 11 .... ... J¢ _. J4- ..._ La .... ... .... II J3 _ •• II it .. _ ...J3 F ...... __ ..._ f _./ J4 ........ ...__._... 44 ____... ............... ._... ....... I I H j3 JO1, J1 R1 1 _.. ..J3 ..._ J4 . J4 ..._ ....... ........ ..... TI .J.p�....___. ___... .._...................._.: I • � l .: ._:?3 ;;;;. -: J J J4. I,I ...;. _ ...--- I I J3 I:I ... J3 1 .. ._ J4 ...... _. hi h O .... .....,.{¢ ..... l........ ;l J3---- __ d d + --�.1= 1 _452--0G ._. ..... 0 0 nJ2 -.+. lf / i V.�.... K K J2 w. N h _. .. L...J 1>LL I J1 1... yj. _: :BF ._ rq .- {{ Y a- I'l.�pJ7} :::J1 I i a ........._ f`• J1 ... v ... V ._ 41 l,l R1 ..::::533 ,... ............._.. Hf .11 ........._ II 4I l JB1 _. .i "-S PORCH R `,. PORCH y1 R1 1 LI j IMPORTANT!. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS ANP I-JOIST INFORMATION PL 14-1 2 1 (MAIN) POLYGON 3D LEGEND: Mrk• Material Width Depth &rade Gty Gut Lth Tot Lth HO—-HANGER GALLOUT R 1 O56 Rim 1 9 1/2 9 _ 1 6 1 44 • '�4umber iN1HERE PLATE NAILING ATJ1 RFPI-20 1 3/4 9 1/2 10 1 8 180 ;SHEAR4"vALL A6vVE EXCEEDS ONE i ® -SUPPORTING POST J2 RFPI-201 3/4 9 1/22 24MAIN FLOOR JOIST LAYOUTiROVa',PROV4GE F•.CC'L BLOCKING OR J3 RFPI-20 1 3/4 9 1/2 1 4 28 392 SCALE: 1/4'-1'-O' :WIDER RIMMATERIAL AS READ. & TRUS COMPANY e -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 1 T 1 2 204 R -SIMBOARD 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 0 CONFORMS TOESC:Y Ca;:'Jis:" LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 4 1 4 Z CONFORMS`O DESIGN LOfl2y WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)858-9663 u'"'°� JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 kev1SI6YS AS SHOWN-JOIST BLOCKING CONFORMS. M���^�P 0 NON-CONFORMING-REVISE AlD RESUBMIT GUST DESCRIPTION/NUMBER: 3P Accessories 4c. .4414;u_BEN 22E1E4 „ S_2xcruta^e PLAN DATED: 3/1 1/1 4 J -JOIST GALLOUT n TEL t... w: r n NO N 140.1 .e t CUSTOMER. POLYGON B -BEAM(FLUSH w/JOIST) H1 11-H011950-or-ITT9.5 4 - L+.1sr.a.,.efFn r E....e:. >fwms=-er-�. 4 D2 r.2;-S E-r u,,. t wa 5 Pb"AI, DESIGNER: KAML.HENDERSON DATE: 4/1 4/1 4 HDR -HEADER(BEAM BELOW JOIST) .�,,,,.nom,-,. .r..,:? x'v_. _._ ._„�,r41n 4_ 2s:ce, 2...-..fa.nnr. OW-BEAM BY OTHERS 4r A;Poke 2,.2:;14. sp: TM^x,:aeon os:SSctaBer ib,2014 HH� PL 1 4— 1 2 1 (MAIN) SHEET: 1 of 1 I M166RANDt ARCHITECTS CT ENGINEERING INC POLYGON 3D PL14-121 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMANG HERE Products IY RM1 1 5-00-12 l PIotID Length Product Plies Net Qty RM1 43-00-00 1"x 14"APA Rim Board 1 1 illlif 1 • 1 i I 1 I I 1 1 1 II ,i.•'I 1 RM1 41-00-00 1"x 14"APA Rim Board 1 1 4 ',��, V RM1 37-00-00 1"x 14"APA Rim Board 1 1 . ; 1111 1 1 ; I I ll ,' RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2O 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' : ' 1 . , c ' I: , iI BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ?� liii BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 7 X 14 BIG BEAM 1 1 °-`-*— := — — _ 0. p BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 O H1 il , %1 I BM1O 14-00-00 3-1/2X 14 BIG BEAM 1 1 '' A.1.. ; k I I 11111111 BM4 13-00-00 5-1/2 X 14 BIG BEAM .- .� ,�. �_ BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 1 1 BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 A ,. _ y' BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 1 zd' 1 1 1 F 1 00-00 3-1/2 X 14 BIG BEAM „„,o g BM11 $00-00 3-1/2 X 14 BIG BEAM 1 1 11 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 , ! ; a),rlii.:. q{jgp a RM1=RIM BOARO FLOOR I OADINC; liiiiI!I!I+I -• 4 I.. 1 1 r 1 III 15 DL I$IjhIiuIuIuIuujuuuI M ACCESSORIES QTY 0 TH017140-2 60 11111111111trOggli Vigo I © HUC412 2 1 ,� 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' . .,. — I © HGUS410 1 AK 181071 a �. �BM21�R I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 11 1 0a ,` (3I _ _ L_ au REFER TO STRUCTURAL PLAN FOR ADDITIONAL;3 Ag �� j�' -- - —q-�t— POST TRANSFER BLOCKING A - ---- - BM d,G — — _ i SII AND SHEAR BLOCKING REQUIREMENTS. BM ,? ° I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. CEJ !FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! ;WHERE PLATE NAILING AT ISHEARINALL ABOVE EXCEEDS ONE i _ _ I ;ROW,PROVIDE ADD'L BLOCKING OR 1 t WIDER RIM MATERIAL AS REVD. 1 C CONFOOWTI-ESIGr rotuar JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" -'+F'R-'src asicr oar-WT REVIS!ONS AS SHOWN ®`c`:"PRfTP OEsk"`PNS"' ❑ NC.1,-CONEORMING-PRZE ANO RESUBMIT SUB Mf IlT kF A A PAUSAL:, k ; FAKJ E Ma fw S E:L. KAE ktW iC I h Il Pamfi mber� ... f.Sw W.4', :ii S%1...lU f 4 :04<. ' : „ + ..._ 1Ji— Ep: Teai P.Baron m.ens '_.lou & TRUSS COMPANY B L9RANOi A8 rc T cis I CT ENGINEERING INC `•,t o Wc ¢ r_ 6X6 6X6 c" Vr > i" L_ _L_—_— 6x12 HDR Q 1-9 U-5 w CU U = O c: - N 1 O o 1 Q. o 137" i (2)TRIM /2134" /4 STUDS ° /4\ &-_t /8\ \ E.A. END �S9.% S1.2 CP3 ) 9'°/ CP7IY8\�\S1.2/ 1��� �_._ x$-%Lr3- Q 4. HDU / HDI,4 HDU4 H �--------__- -- J HDR 4X10 HDP, _`‘Al 1 __ 1F-7- i 4X10 HDR TYP A- ADJACENT O 4X1 3 ' ' '� \'\\ I ill c 1 WINDOWS ;1)2X6 KING MAIN LEVEL SHEARWALLS / 0 Q Plan 3, UPPER LEVEL (i FLOOR FRAMING f 1/4" = 1' o" ENGLISH REVIVAL- Optional Roof at Patio 00 1 ° Z PATIO WIDTH VARIES PER LOT Q CD r-1. • O 1...116 q `U h� D2 �/ B I I-, 14 w o A8 Patio e e co �. 37'-0„ co • • • cr > 6'-1., 1. 9'-53/4" I -I— -7'-6%4" 4'-5%2" 4'-5 7-0 5=0 XOX SL 3-0 -0 S , •• • + I !. • 5-0 5-O F l O c.3 12 _Plan 3 MAIN LEVEL PLAN 1/4" = 1' 0" ENGLISH REVIVAL- Optional Roof at Patio / 37'-0" 6x6 PT V/4/ PATIO WIDTH VARIES PER LOT 83," 19'-0" ` ,POST \ , 6x6 PT POST 16 THICKENED r I__, SLAB EDGE ----1 D2 w w w 0 `° lc 3%" CONC. SLAB 5'-0" - (r) w Ix W Z ON T.O.S.Jco • z N'' -1'-3" P3 I-0'-7%z"Io' I HDU4 P3 v. ♦ r r -+ • vi r ,. . . . . F._. - -._. --- Q . . . . . . . . . . A . . . . . . . . . . . . . . . . . . . Plan 3 - _ FOUNDATION PLAN 1/a." = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.