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Plans (46)
13 SGv �'<i� tJaG/ /4-7Si ii £20 ;�F7 i ; I ' 1 I 1 l 1 s , I I' LEGEND: t Ili II `- I 1 I 1 —ss SANITARY SEWER Pacific C t 4---'- -----r Community I- 1 —S0 STORM DRAIN Design I ! I I I — WATER LINE E— , I f_-_ 12564 SW Main Street —I — I © • MANHOLE Tigard,OR 97223 I I I PM CATCH BASIN m 503 942-9484 DATE: 1/11/2015 243.2 I I \245.5 I � STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION — -f - - - 10.11111.01,11111.1119.11111.1111111.1110 o EROSION CONTROL STREET SECTION, SEE I N I *� 19.00' N -4- I © CONSTRUCTION DOCUMENTS I : 27.00'_ I I I I I l i I I I I SETBACK SUMMARY r - ___ FRONT SETBACK: 12' F I I - -I. 1 I; SIDE SEBACK: 3' ' I II 1-HR FIRE 11 69 ' I ' : I I STREET SIDE SETBACK: 8' /�� :, ' 1 HR FIRE I REAR SETBACK: 3' I RATED EAVES '�0 1 3,600 SF ✓ 1 RATED EAVES ; i PORCH SETBACK: 8' AI BUILDING: 3413AR I I 1 I ' I I 70 - ANk FF=246.5 0 68 • 11 - •Ji ilk tl E co 1 I , '11 3.00' 3.00' —�+. '�— 1 N I � i 1 1 ''':i 'a----"J 'I 1 \ I I I I ` : I LOT COVERAGE: N k GARAGE \ T I ( I , ` I I ° I I L___ LOT AREA: 3,600 SF ° I 1111 H00. -J------ I� PORCHr ---r----� ( i jI ,� 1 ' RIVER 1 ° �o v 1 I a, Jo _ PUE ❑I �s . 1 II BUILDING FOOTPRINT: 1,469 SF o _ _ T� `/ 20.00_ — j L TERRACE —16.00' — LU 242.6 ie - - - -LU COVERED PORCH: 91 SF , _ — A� ,� —I /�' NORTHWEST °' — CANTILEVER LIVING SPACE: 0 SF 11-\3 I PLANT (1) STREET 14.00' 140.0' — � - 245.1` lit ' ° o TREE: 2" CAL. I v i r' \ ° 0 1\ v I COVERED PATIO: 0 SF 11/_ v 1 r•-: �1� CLADRASTIS ��4 \ T 1 % \' DECK AREA: 0 SF Pi KENTUCKIA �� .� • LOT 69 LL ,. OS J TOTAL COVERAGE: 1,560 SF PLOT PLAN 28.00' WATER METER 43.3 % 2 ,`-- ---- ss� �� STORM LATERAL '� SANITARY LATERAL J • „ SS IMPERVIOUS AREA: 2,116 SF �� ��L\SS SW PUMPKIN VALLEY o >� �/ TERRACE _ , F._ \ \-- / l 1 ' . t] ,�a, �\ �� ; V\\ - \ — _\ CITY G� TiGARD RIVER TERRACE NORTHWEST (503) 221-1920 Approved by Planning0 O.2 2S1W6 Date: v111.1, IlPRJECT NO.: 395-037 lL11YLL/// TYPE: CONSTRUCTION Is. CO LOT 69 (R-7, MEDIUM) Initials: SCALE REVIEWED BY: PRE 0 Q RIVER TERRACE NORTHWEST 10 13395 SW PUMPKIN VALLEY TERRACE 1INCH=20 FEET Z WHERE PLATE NAILING AT SHEARWALL ►� CONFORMS TO DESIGN CONCEPT ABOVE EXCEEDS ONE ROW.PROVIDE ElCONFORMS TO DESIGN CONCEPT WITH POLYGON ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONSAS SHOWN AS REQ'D.ELSE LAP SHEATHING PER 3413 A DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING IAS BEEN PEV:EAEO FOR GENERAL CONFORMANCE PL14-359 UP Al-h:`HE DESIG1 CO€aCEP-ONLY AND GOES NOT RELIEVE THE 14" OPEN WEB JOIST @ 19.2" O.C. =,ABRICATOR,'VENOOR OF RESPONSIBILITY FOR CONFORMANCE 141 TI-THE 10/21/2014 DESIGN 0401INSS ANC SPECIFICATIONS AL OF 14-ICH HAVE PRIOkT_TY OYER THIS SHOP DOMING. C NTRACTOR SFA L VERIFY ALL DIMENSIONS. By: Todd R. Eaton Ore: October 30, 2014 CD CT ENGINEERING INC Products START FRAMING HERE O O O PIotID Length Product Plies Net Qty 04,0 4, 6-10-00 0 0 tt I o IF I RM41- 00-00 1" x 14"APA Rim Board 1 1 RM1 RMI 34-00-00 1" x 14"APA Rim Board 1 1 RM1 22-00-00 1" x 14"APA Rim Board 1 1 RM1 RM1 13-00-00 1" x 14"APA Rim Board 1 1 a t � , � RM1 8-00-00 1" x 14"APA Rim Board 1 1 -' RMI 70000 1" x14"APA Rim Board d - - 1 1 RM1 3-00-00 1" x 14"APA Rim Board 1 2 BK1 26-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'c',-, -::\I ' 'N El .N N N N BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F U) 'tA.. to Ln u) .(]) � O : • 'g-.) :\ Q o. Q ,o.. O f O - LL 'u_ - LI- ;Li-L.L. L.L. LI- LL ;LI- LL ; LL I�� BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �.� BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM6 7-00-00 1.5 Ri idLam LVL 1-3/4 x 14 1 3 9 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 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 BM2 21-00-00 7 X 18 BIG BEAM 1 1 BM3 21-00-00 BB01 1 1 _ i I � 12 A BM1 15-00-00 5-1/2 X14BIG BEAM1 1 3-0 -i-4: '� �L]i11 OI °=w . BKl=BLOCKING 1 RM1 I RM1=RIM BOARD I -€ - ACCESSORIES QTY �� �� �q TH017140 2 33 ci-d.4� © HUCQ1.81/11 4 1 1 le 1x14 OSB RIM FOR SHEAR BLOCKING 29' li �' o -i ' CD CD (D M ` oo o '0 0 0 0 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 1v v U oo LL Loi ' HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. UFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA , ePti • ° m r`_ E' 'EX FLOOR LOADING ❑ CONFORMS TO DESIGN CONCEPT 40 LL ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED -� 3 15 DL 0 NON-CONFORMING—REVISE&RESUBMIT :I ti S-PS SHOP ORAW'�RG HAS SEER RSVIEWW>D OR OEFEZ4 CO+:FOROHACE • r WTH OES.<GN CONCEP- ONO AID DOES NC F;.IE✓E 'HE: L POR CONFOMARCE Vi TH __ '-+' a �._- _.—� _ — __ PRA:INGS SPEC,F ATIOk AND A'PL CABLE ODES AL.F<i DESIGN HAVE J FABRSVORNENDOR OF III FRIG. N 08."...,TN's SHOP ORANR:G �BM6I Q O — — -- II - - By David R Burnett Date 10/22/14 11 3-0- ,0 0 co,. ., �RM1 MILBRANDT ARCHITECTS JOIST WITH RIM BM61 IRM1 — MI 4-03-00 9-03-00 -........ . umber & TRUSS COMPANY PACIFIC LUMBER COPYRIGHT 2014 RC3SEBl1 RG FRAMING SYSTEM" "' W "" y quality engineered wood products fortodov's builder- « «. These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. o`smrs ones" ..sove The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber _ � 'D _OIL � ���'�4 ;„:�,',p.„ 'I � �� T''' ''''.7.:.`":''''.°7 - . w Company,which returns copyrights to,and ownership of the plans.use of these plans by any other ..,x.au-. sr �orroduct 5u iter other.Chan PaGifiG Lumber GO / /=--w-.. III .cx .rc« D PP mpany i5 Strictly prohibited.Unauthorized use or ,Ir ' ------- seAs,«OAw,Or socks copying of Chew plans,IMringe5 rights under Che Gopyri ,t Act.infringes Face liabilities that include ocreashea FORE'r PRODUCTS - Rost'®[AvsorarpoopttC/s sewn TO POST ABOVE penalties`� / Denalties of up Co 620,000 per work infringed,and S1 00.000 per work infringed willfully. 2016 �! HIM /�¢v._ . RFPI JOIST I `�I�� p ill 1 (-1. e .15.,' } n e CONTRACTOR NOTES: DESIGN NOTES= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS °'"" rnerli.a 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP'&ALKMb PANELS MRN REARM&MALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL i 2p5f DEAD LOAD SHEARWALLS SLEEP/NG AREAS: THIS/5.4 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 LOAD/NG: � I purchaser responsible for approving this 25psf LIVE LOAD I PATIO PATIO I ayout prior to any construction. 11psf DEAD LOAD 1 1 R1 I R1 R1 I R1 L1 I� � I �l 1 O-3" '� ::: 10 6:::::: J2 +-:: 1 3.-5"_.. - —13'-5" 13'-3•::: l 10•-5" ....._ 1a-5- • ......._ _ ... ..... ._ _.. ..._ J3 }.- __ .. .._ _.. ._. .... J2... .._ ... fa J2 1 } j J2 ... J2J2.. J2 f::: fI J2 1 `. 11 IT I R1 .. J61 _ .. J2 J1 -. ... .. JB 1 J2::.12 Jill -1 1 J2 � 1� . [ ---12 _.. �. J2.. �1 J2 J2- �� J2 I�. if J2 fi PL 1 4-36 1 (MAIN) ::: J2 ..: :::: ::: V ' .::: r J2::: �: .... __ POLYGON 3413 ABD .. _...1) 1�... ... ..... ... a .... I r� M. L Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth } R 1 2 ID., R 1 f JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 .1 J2 ._B ® 0 -� r _ J2- 11 "' I. R1 OSB Rim 1 9 1/2 9 16 144 J5 ,1= J4 CI o .114 �r:.: 137 r JS I. J1 RFPI-20 1 5/4 9 1/2 12 14 168 - -- -- -- - �I. at , , �L -�J L _- ..... .._.__--- '— -------- J2 RFPI-20 1 3/4 9 1/2 16 34 544 6a - -- - B..1 __ '}1 " - J1® - -- - J3 RFPI-20 1 3/4 9 1/2 5 6 30 a .J4 RFPI-20 1 3/4 9 1/2 2 2 4 NN ry J5 RFPI-20 1 3/4 9 1/2 1 32 32 II J1 -"" • cr B1 RigidLam LVL 1 3/4 9 1/2 7.5E 3 14 42 ' B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 Ji - .......- .• Accessories..... .... ..1} Accessories H 1 ITHO 11450-or-ITT9.5 5 ... ... J.1...... .: ..... R1 J1 J-1 II :: 133-i-77==, Jar I'I J3 ..... ...... J3 ... . J(( 1�.. .. JB 1 II J3 .-,. J3........ I:...._ J3 -_- -L. J3 --- �: ---,.; IMPORTANT/. \ I START START / ® COMMIS TO CONC^ REFERENCE INSTALLATION I ❑ CONFOA.MSToDESIGN CONCEPT WITH GUIDE FOR ALL FRAMING I FRAMING FRAMING I OEVFSIGEG AS SHOWN PTMLS AMP -JOIST INFORMATION PORCH I HERE HERE 1 PORCH ' ❑ PION-CONFDRMINNG-REVISE ANDRESUBEIT 11:1 10P G=Sib:us Sip F.E',:EYE:i PPP.51!&'51 Uwip5U?f NITM T-;_Esta,WHCE,C"..,WI VEC NJ .EL:E:E'F:E FAKIWPAr..t e. Or 5,54..1 T N 51 WL .'..1 pa iiinia* LEGEND: c=s x r MPO os c INC tx r e>:s N i S CO'MACE,. CIAT :DE SNS.E F All,:.4::056. HO— -HANGER CAU-OUT t, two w Eetox GctaDe so zou CT ENGINEERING INC ® -SUPPORTING POST Q TRUSS CO M!P A N Y ❑ X CONFORMS TO DESIGN CONCEPT vvcc POST LOAD ABOVE R -RIMBOARD ❑CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 10515 5W ALLEN BLVD BEAVERTON.OREGON 91005 (503)853-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT ❑NON-CONFORMING-REVISE&RESUBMIT PLAN DESCRIPTION/NUMBER: 341 3 ABD JB -JOIST BLOCKING SCALE: 1/4"- 1'-0" r.-Es shoR DRAWN:::FMS BEEN REVEWED FOR c-_r=AL CON•FMva:C=_ CUSTOMER: POLYGON J -JOIST CALLOUT wn; DES: CONCEPT MVA At:; Hees NOT REUEVF -:E: PLAN DATED: 9/1 9/1 4 FABRICATORA ECPIIR Cr'REBPSCBiBILRY FOR 0ONFORM L E W;":N L'E4.2i B -BEAM(FLUSH w/JOIST) r.RAw:ws srtCslCA-1x'Ns,AND k>?uc;.r..e caDEs.a:L O-'vnsa; A•re HDR -HEADER(BEAM BELOW JOIST) FRICR;rrO/051,ltast?:''DRAWINA DESIGNER: KAM/L HENDERSON DATE: 10/2 1/14 By David R Burnett Date 10/22/14 860-BEAM BY OTHERS MILBRANDT ARCHITECTS FL. 1 4-36 1 (MAIN) SHEET: 1 of 2 o z 0o W az r —6X6 6X6 ! , = OZ - V 9 i-- -- _ 6x12 HDR - - - -1 W Q ' U 5 N CC m N U u) O cc N O I-- I O Q CC CP3 /Ei\ .21.2/ /4\ -..) STHD14 P3 59.0/ CP-3- 4X10 HDR (2)2X1 D HQ��- Q BION STH 14 2x LEDGE r STyD iI _._ —i (2)KING STPDS jl / 1I I ! ( ====-11 I I W/ TRI STUD I� �i i I i )1 I EACH SII E I I JI ° �� L__ _-1 Z Plan 3413. MAIN LEVEL SHEAR WALLS _ UPPER LEVEL FLOOR FRAMING 1/4" = l'-0" AMERICAN MODERN Optional Roof at Patio I ' W _0/ 16 PATIO WIDTH VARIES PER LOT ( 0 D2 / i Ea Patio 30'-0 7'-10" 7'-11%" in a 4,-9,. Iyao Luc') Ii Ii I E2 6-040F 2-65-10 SH I III 6-0 5-0 SL F--: I I 12 / I I D2 CD / I - `3 \ Plan 3413_ �_ MAIN LEVEL PLAN 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT 83/%` $3�4 6x6 PT PO T--\ 1 _ _6)Q P; POST r., '. & r 7 1 r' l- E---1 16 \ THICKENED I __ D2 SLAB EDGE L 1 w w m Y2" CONC. SLAB 1 i /10\ /8\ -0'-5"1 �o w P3 oN \S6. \51.2/ w►o CI) __,_ „, STHD14 o N �;. 0 .1 N. .ion -STHD1 jV STHD1 • .-. 7- i �` 1 �o I' \ • . e D1 i w I I I -21/4"I I a I \ I I I Plan 3413 FOUNDATION DATION PLAN 1/4" = l'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-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.