Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (78)
iii I LEGEND: jI \ 1 I I ' I I 1 I i L 1 t �; 1 4 Pacific i J I - —ss SANITARY SEWER , I \ I I I I I I —SD STORM DRAIN Design tatty L— —T J -- J —w WATER LINE© • MANHOLE 12564 a Man 9i�eet \ -\-\ I I I I ■ CATCH BASIN m s03 942-9484 DATE: 1/6/2015 III 256 255.5 �'53.4� STREET LIGHT REVISIONS _ _ _ 1 _ 48.0' _ — / STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 25 C:D000 EROSION CONTROL a 19.00' /1 STREET SECTION, SEE I �� 27.00' N © CONSTRUCTION DOCUMENTS r— - 1 — 4 ____ ___ Il ,_____ ___ ___ ___. I r -,- I II I I -- 1 SETBACK SUMMARY II 1 n , I ; i /1 , - T off; I FRONT SETBACK: 12' I 82 € I `" I I SIDE SETBACK: 3' I 4.00' I 4,320 SF — i / STREET SIDE SETBACK: 8' BUILDING: 3A I II ; 7.00' i REAR SETBACK: 3' I 83 I FF- 255.3 ' I I I PORCH SETBACK: 8' I�; 1 I I I 81 i a . a A I 1 1 o JD ��\,. I; I I 1 I - � I E I , aco I! i °� I GARAGE i II N c I IS': I I I 1 I I `� I LOT COVERAGE: I I ES , ( I I I I ' L -I , I --- PORCH ,—-�I I -, 8.00' i I J- s LI I I- 7 J s II ; PUE 1 i I LOT AREA: 4,320 SF � . RIVER N ■ ' II IIi.. 20.00' 17.00' t LIDEWALK L. _ __ ' _ ' � �� I, l' ' will!• ' , BUILDING FOOTPRINT: 1,585 SF TERRACE i / !. 253.8 251.6 � la,ti .�/1►IIIII�.• X, �__ , �I _ COVERED PORCH: 45 SF I4s:o''\\\ �� NORTHWEST 0) _� ` '' \\\ CANTILEVER LIVING SPACE: 16 SF §0 �• ` _—S SII_ , .__ L: �` , _—_�_. — COVERED PATIO: 0 SF An �� — II= V;�ATER METER MI N.r, WWS ,- ,h DECK AREA: 0 SF 0 STORM LATERAL % NI LOT 82 i 24.00' 4S 05� OS �; a TOTAL COVERAGE: 1,646 SF PLOT PLAN H 3' ROOT PATH AZ SW SATSUMA AVENUE 0 SS I cc SS 55 55 SSS S: 38.1 % y PLANT (2) STREET IMPERVIOUS AREA: 2,144 SF L' TREE: 2"CAL. SANITARY LATERAL / GOLDENRAIN TREE / KOELREUTERIA PANICULATA 0 -,3- o CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -1920 (1) Approved( Pla ning PROJECT NO.: 395-037 ,, 2S1 W6 Date: / �<C TYPE CONSTRUCTION CO SCALE REVIEWED BY: PRE 9 LOT 82 (R-7, STANDARD) CO Initials: RIVER TERRACE NORTHWEST LT Q 13314 SW SATSUMA AVENUE 1 INCH=20 FEET Z �,...`""'- .... PACIFIC WMBER COPYRIGHT 2014 RQs s RG FRAMING SYSTEM- ---------- quality quality engineered wood products for todovs!wilder' � m " ••° ,I� '' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. m- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ' IN 1 -.:., _ ,,,,,,,, Company,which retains copyrights[o,and ownership of the lens.Use of these lens b an other y� i , ' p P P y y ` R u .S r_.w R� iQL,�+►�vt LVL RG��R�t I� SOLO BLOCK ALL rows rnor..eo.re OIC oseARmsn .IC, ,T� � r,�sawSTA K= �. ren ner��,a.H�rcx product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or _ se..n�w,.new or sous copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include R + �r>' i71'� R»S6&t!N';cor6rt�¢BCts ---- BELOW TO POST weave. penaltiesupto 520,000per wort infringed,and 5100.000perwork infringed willf 4 `• /,- _____-.4.40 1100. e of e rin ed, willfully. . RFP/ JL✓ Tm MtEllielibe',Offer p .. / �'�i CONTRACTOR NOTES: PERON NOTES .-rte.,.. -7; ( d 'iV • °-..1 ,f c. -``"". - 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ... , Z •°'°'� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA REM-BLOCKING PANELS WRNBEARM6 WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.rs. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING r1OOR LOAP/NB: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD 1 2psf DEAD LOAD START START SHEARWALLS SLEEF LIVE L EA FRAMINGI -, FRAMING MI515APL4GEMENTPL4NONLY. 30psfLIVEOAD HERE I This layout is to be used in conjunction with 1 2psf DEAD LOAD I HERE I Architectural/Structural plans.Verify all I PATIOI PATIO I shear wall blocking placementwoe and connectors R LOAD/N6- I / N I Purchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1-ipsf DEAD LOAD • I ................. .................. ._.--J5 IT ..._ .......... ....__..-- I,{ _..__..._ J6............... .........._. Jb ........._ L._..... _.__. _.....__ .....�:I JS ..... ..._. J5 y........... ....... _.__ 1..t{ J6 ............ .. ...._.. J6............_ L_...... ___. ...._.._ f....,- J`5.__....... ...: '' � t`1 J6 J 114 ..„...„15,„.-10 J6 Jb I_.._. JS ....... ....... .... R1 `.1 _... _. 1 I� E J6 t .... ___ JS __ .. J5 _ Jb JS :I J ,I7 Jb rl 1,1 .. .. .. • O • n.__.:._ . . . _. I 1 n n ,� ' R 1 1 1 i4 2 J4 _L L 1 C; 1 r -....... - -__ _ _._...R} ....._ It li 8TIi flp HJ2. ....... _1 a- a- ' ... _.__..J2 i .._. __.._. I 2 1 . . ..}.f...J2.................................................................. i..................................................... J2J2 I LSI ---- J2 .._____-... . ........._ _ — JB1 J-t JB1 11 I I PORCH PORGH I L - 7- FMPQRTANn REFERENCE INSTALLATION PL 1 4-1 1 8 (MAIN) 6U#DE FOR ALL FRAMING POLYGON 3A P TAILS AND I-JOIST INFORMATION Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth R1 0513 Rim 1 9 1/2 10 16 160 LEGEND: J, RFPI-20 1 3/4 9 1/2 3 10 3O_ MAIN FLOOR JOIST LAYOUT ; J2 ,RFPI-20 1 3/4 9 1/2 1 0 1 8 1 SC Pa� r ( H >—-HANGER GALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 SCALE: 1/4"-1'-0' /—� WHERE PATE NAILING AT �/ SHEAft:^rALL ABOVE EXCEEDS ONE J4 RFPI-20 1 3/4 9 1/2 2 2 4 HOW.PROVIDE ADD'L BLOCKING OR -SUPPORTING POST J5 RFPI-20 1 3/4 9 1/2 1 4 28 392 WIDER RIM MATERIAL AS REO'D TRUSS R U S S COMPANY ED -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 1 4 1 2 1 68 — & s w7.. R -RIMBOARD 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 CONFORMS TO DESIGN CONCEPT LB -LVL BLOCKING ONLPTW 5930 JEAN ROAD LAKE OSWEGO,OREGON 9 1035 (503)858-9663 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 4 1 4 � CONFORMS TO DESIGN C J51 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS A5 SHOWN PLAN DESCRIPTION/NUMBER: SA J5 -JOIST BLOCKING ®<oNtOR1t`:o°M"``ONC", 1 0 WA-Cv"?9FGP.'!iI- -REVISE k!f_RESUBMIT CUSTOMER: POLYGON 5 CONFORMS BEAM(FLUSH W/JOIST) s r EN,' r.r e M r.r 1 F ,:w,e PLAN DATED: 5/11/1 4 J -JOIST GALLOUT Accessories z r 2 h;a ac m a- h. -r H 1 I THO 1 1950-or-ITT9.5 4 _ a. A: .:,;a,v r t I .>:6:: r NPUEws PIN r ' • "' -asi..- "' '+ r""" ., ''4 r..,'*'' DESIGNER: KAM/LHENDERSON DATE: 4/14/14 HDR -HEADER(BEAM BELOW JOIST) ,-_-„e„,, a:a:s.x:.:f 1 .,.r:au w Na. ,,..;c_.:u w, <.. BOO-BEAM BY OTHERS ^'• r CT EN P.rata ce1c:Wafter+s,ea,< M i,RANDY ARCHITECTS CTS ENGINEERING INC PL 1 4— 1 18 (MAIN) SHEET: 1 of I • POLYGON 3A PL14-118 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products <BTART FRAMING HERE PIotID Length Product Plies Net Qty 15-00-12 l RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM11 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 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 ' i BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � J ;� � 4 � ^ �,(1 e _ �, � BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 u J BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2Q 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 ' 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 LJ: 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 4 BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 ` 3 91 ' BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1_ _[3 10-:` _ _ �K € M9a__ _ BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 z-o5-o0 ( -041 II IBM8I ® BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 _ — BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 R ill, - .1 ,' ' A BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 .� BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 r f _ 61110 ri BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �i 1 y i i ,m BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 r g . , if , 1 , iv BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 All 4 = FLOOR I OADINC ''1 V V <\ • ° 3 �„ BK1-BLOCKING 40 LL 4 Ky - y IC1 x 1{0-1 RM1=RIM BOARD 15 DL 1 —W1--• . 11 4 M X61 u I A ACCESSORIES QTY RI Q TH017140-2 53 © HUC412 3 6 I ., 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' I '.<,':: r- w- © HU612 1 b r_ sf: iligigi ; It 6. a "s �I IBM7I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 _ _ _ M1 11' - t REFER TO STRUCTURAL PLAN FOR ADDITIONAL RM1' I ; q ;Ft;,•1. POST TRANSFER BLOCKING X5'1 ■ AND SHEAR BLOCKING REQUIREMENTS. ,. _iL_� --6--a--MHM&&ocKKNG 515 PSE,J �, IBM51 V ,,,,1 MIMS W I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 11-04-00 V (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA! WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE (ROW,PROVIDE ADM_BLOCKING OR 1 I _• "—\I, WIDER RIM MATERIAL AS REDD 1 i (24x36 SHEET) SCALE: 1/4" = 1'-0" CONFORMS'O.ESGN CONCET Z CONFORMS TO ESIGN CONCEPT WITHJOIST WITH RIM REVISIONS AS SHOWN :M CONFORNIFTO:rcw"ccx- - n<on«�r w.rx © NON-CCNFORMIIIG-REVISE ANO RESUBMIT ,15 S:+.fr 02Ab.,NS EEO?Ea IEO£v Ri GE.SEut 0-v/F,E,SM'I O I E I L 04:EET 1 F 4A t$i.Ei I E X Pac� umber - ,15 7 4T�F; M^F� ESPu.:I F F.A4nk K 1. Y GN 2E L) SSE f "l V,. Mx P ..f! "° 0 E t_S G+F k.. ,�:+ 1/Fit C h^U. sla./aa 3y: ioA'-F.-a.cn ,s.SEstmNr IP,1Cla MILRRANDI A91H111TS : CT ENGINEERING INC a 8. TRUSS COMPANY 0 z 00 L1J N- cc > N 0> W az p„C) r-- 6X6 6X6 LI- 9 l._ _ _—_oz , 6x12 HDR_ _ _ _ _J Cr Um W U cn(i) O ct �t N OT O F- o O < 4 137" ® (2)TRIM 213/4, /4\ /8\ /4\ 8 7 S .0 STUDS S9 0 P3 4 S1.2 \ 9 / '• fl\S2 E.A. END HDU HDL4 HDU4 Cr _r -H __1,______-z::.L..---z_____ -,r4 = 4X10 HSR __11*------1DP, '-1-- (l W�T� -- - 0 _ 4X13 HD" 4g %' , I / �I TYP. A- ADJACENT \, I m1 I WINDOWS '1 2X6 KING (24 OFr Plan 3, MAIN LEVEL SHEARWALLS I UPPER LEVEL FLOOR FRAMING `^' 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio 111 +'0PATIO WIDTH VARIES PER LOT t r-ji Vi •P 16 q . . D2 B I A8 Patio f • 0w lo . 37'-0" o to w I > 6,_1.,. 4'-5Y2" 4'-5 I •• 7-70 5-0 XO.X SL I I I 3-0 -0 S 5-0 5-O F k • o - P 12 J � Plan 3 - MAIN LEVEL PLAN 1/4" = l'-0" ENGLISH REVIVAL- Optional Roof at Patio 37'-0" 3 " PATIO WIDTH VARIES PER LOT 834 19_0 6x6 PT .1734" ` POST \ , , 6x6 PT POST 16 THICKENED I SLAB EDGE ---� D2 a w w 0 o CD i 3%2" CONC. SLAB 5'-0" w E I- wZ Cl T.O.S. w . — 'N -1'-3"I P3 -0'-7�/2"l0 c\,' HDU4 CPI) r_ hi P4 • ` HDU4 . . . . . . L . . . . . . .2/4 I i-11 4" L.- J. . . . . . . . . Plan 3 . _ FOUNDATION PLAN 1/4" = 1' O" ENGLISH REVIVAL- Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 SCALE: 1/4" = V-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.