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Plans (63) I LEGEND: • 565 ,5w (e, , •k5 .. ss SANITARY SEWER Pacific Community SD STORM DRAIN _ - i Design • k_i '% ���.. 1,11 — — I - �, `/ . w WATER LINE `I� � �"1'i ,,,�., I `%1s , `' ,— j ® • MANHOLE 12Tgard,OR 97223564 SW Main et •■�Ti■1 M. 26 ;�►�� I I SD [T]503-941-9484 1 M IIIi a' Z • I :: SW CALABASH TERRACE — 5D v. � allipilI �G\�\ .' N l ■ CATCH BASIN DATE: 1/12/2016 '.�--- 1 i i . . e TRACT i i 1� ! j 20.00' rh Q 1 G4 I � 0-+ STREET LIGHT 26.00' / I I - HOLE REVISIONS SS NO. DATE DESCRIPTION 1 ( °'ISTORM LATERAL WERIMETERjr SANITARY LATERAL aEROSION CONTROL �' 255.9 D"'' }. / / ( STREET SECTION, SEE ; _ r/ 1 r o �� - 3 - :, __ -- �� 0CONSTRUCTION DOCUMENTS \ \ If . N €� I i - i 1 SIDEWALK ,�., �.. .. . __. , . .. .. �... ....._ . , A,. _,, . I Iii i \\ I s pI/' I I (, I I I 3.00 -- I 1 r { �' n , I I I le SETBACK SUMMARY�I� 6 • . -=; ,� I GARAGE II { NIB ,,l+; I / 1 ji '� ° w N _ �► , I 1 1 FRONTSETBACK: 12ii: SIDE SETBACK: 13 I ; ii ( { II I 1 I 1 , I I STREET SIDE SETBACK: 8' {` 1111 fl 1I 1 I REAR SETBACK: 3' J I e I I 11 L I // �'. �P.] D , �♦ , 1 PORCH SETBACK: 8' ' f 1 4.00' T 7 li: 1,1 1 I 2,534 SF I + cn �, I `� t , t om' : _ ;_• I I I )IId $ ' Q /7 �I I BUILDING: 4DR jj d 1 ' cq 8 ° ( I I FF= 257.0 � i ,�cci I N t • `1 I 1 -, 1 1 O cn C> i , ..- 1 1 �4, O I War, I, N 1 I { 1 j i \ i� (. a1 -,,00ga, I_ ( ——. , IA 1 5.12' LOT COVERAGE: .� Lit PORCHII , c\IO •= I`�. � I , I ,iI i L I v., . D O *I`�\ • - a • a aI I I I It I LOT AREA: 2,534 5F ±, � o { t. RIVER i�,� ( ' - 1\`‘ 23.11' ____-25.5°.------i° Lam- �rSIM 1 f, � � � — BUILDING FOOTPRINT: 1,117 SF LA 1 ' I I I -- I TERRACE ::•.,) �/ 11'ill , G �� • � { i COVERED PORCH: 36 SF NORTHWEST . ,....at \\ 7ATER MET2R f n v D 252.9 a ri — — skatikebiowai ibAsoewinompol i Q • IA -r 250'4 •q ` o CANTILEVER LIVING SPACE: 0 SF f + •1 11 ! - +9 , r _ 1. a o I. '_' - SIDEWALK Rj 254 ',s ;ja = J ,x,%,r___ _==- 151- — 250-- -' — — — — _.----- (`-2,-- -� �""` COVERED PATIO: 0 SF 0 , vii /.%*mak; , ,.n o a f ails _ o `,, 248 24b // DECK AREA: 0 SF 0. ,i ! \\ 244---- LOT7 Q ,` [ _ r } --24/ r TOTAL COVERAGE: 1,153 SF PLOT PLAN �? • � iire , I ;J/awl , __ -- 45.5 % H Jib. — _ / IMPERVIOUS AREA: 1,476 SF C l'`/fir // j` \� l / 0 / / .. •. / IT U CITY OFfIGARD 3 Approved $-y Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: lL.) 0 PROJECT NO.: 395-037 2S1 W6 TYPE: CONSTRUCTION r.M I n L I a l._. At SCALE REVIEWED BY: PRE LOT 7 (R-12, SMALL) 10 20 ascn0 RIVER TERRACE NORTHWEST z 13565 SW CALABASH TERRACE 1 INCH=20 FEET ROSEBURG FRAMING SYSTEM'' PACIFIC LUMBER COPYRIGHT 2013 f..",===.7= ♦ quality engineered wood products for todov's budder °"`"° , , ..° ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. 1.110/ POSTS FROM SOLOBLou°ow The plans may not be re used yr copied,in whole or part,without written permission from Pacific Lumber RIGI LAM LVL R GI R M iei6°"""'�• �� TOBEARINC-BELONE Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other .., ,.._ INSTALL$OUASHBL cr product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSESURO FOREST PRODUCTS ROSEBURG FOREST PRODUCTS 4011 '.N,w.:. aERaerAIL,a.r+Arc« GO in Of these g g py g g BEARING AREA OFBLOLK$ py g plans,infrin e5 ri hL5 under the Go ri ht Act.Infrin es face Ilabilitle5 that include Ne- . / `�„ ` BELorvTo POST ABOVE. penalties of up to S20.000 per work infringed,and 3100,000 per work infringed willfully. RFPI JOIST -! SII!!! A0. Uac FOREST PRODUCTS ` 1)VERAOR NOTE$: THIS IS FLOOR SYSTEM WAS ..Nib Mir, 1)VERIFYY ALL FRAMING CONDITIONS "^Yx."a°„o.,'cw°-° 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR L...�.. oo°",�..Aw°.,, -° , (UNLESS NOTED OTHERWISE) EXGEEDTI THEE CRITERIAEA =,;.., 1.7=1. EXCEED LIVE LOAD DEF3)ALL RFP(BLOCKING PANELS WITH BEARING IV ALL ABVE OPOST LOAD TRANSFER DETAILPER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. NT 5 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SU?PORT AT ALL 1 2p5f DEAD LOAD SHEARWALLS SLEEP/Nu A, ,45: 3Op5f LIVE LOAD 1 2psf DEAD LOAD ROOF LO^D/N�i 25psf LIVE LOAD I I ' I 1 7psf DEAD LOAD -121 • ---R-1-.---, PL 1 3-03 (MAIN) ' J i- r-;-J-Y'-Y. POLYGON 4D _ Mrk# I Material I Width I Depth I Grade IQty I Gut Lth I Tot Lth R1 JI ' JT R. R1 OSB Rim 1 a 1/2 1 18 12 JY F1 - JT JT T --- _-. - J1 RFPI-20 1 3/4 9 1/2 11 22 242 R 1 R 1 22 RFPI-20 1 3/4 9 1/2 2 1 6 32 22 II ! J2 J3 RFPI-20 1 3/4 9 1/2 3 24 72 J4 RFPI-20 1 3/4 9 1/2 2 2 4 - li J1 I 1 --1—j41-11 P 1 J5 RFPI-20 1 3/4 9 1/2 1 20 20 j J6 RFPI-20 1 3/4 9 1/2 3 12 36 ' I J1 tl J1 f Ji RFPI 20 1 3/4 9 1/2 5 4 20 28 RFPI-20 1 3/4 9 1/2 5 6 30 -'I 4r JB 1 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 i �- 81 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 28 11 ------tht—ilV 11 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 v 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 1 J O — ,11 Al li Il O Or PATIO ,� J1 J� J —J-1----1- '1 PATIO a Accessories J.,1 + J 1 H 1 ITH01 7950-or-ITT9.5 13 O I • J1 0,1 R1` Ji I II 'i O n J1r T :J1 1 �I{I 41 J1 121 J1 , R1 X❑CONFORMS TO DESIGN CONCEPT ," ----------------434-----------------,----------4 — _ - ---`E ! CONFORMS TO DESIGN CONCEPT WITH J3 it ❑REVISIONS NOTED R1 J 41 J3 • I' J3 II 1 2 1 0 NON-CONFORMING-REVISE&RESUBMIT li `i; THIS SI-OP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE JI J3 - J3 WITH DESIGN CONCEPT ONLY AND DOES KT RELIEVE THE I. FABRCATCRNEIJDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - _`i_ a DRAWEJGS.SPECFCATONS.AND APPLICABLE CODES.ALL OF WHICH HAVE START - _ _ 21 _ • START PRIORITY OVER THIS SHOP CRAVING. r TDavidBurnettDate 10/6/14 FRAMING I J _ ------= FRAMING By BR HERE TrTr 2Tr r1r ,r �,8e-��Tr R1 /FRAMING MILBRANDT ARCHITECTS 1 T ..la JIB -5 J1 - _ -_-- I -45 . .f5 45 -16 -7-- E35 lel , I 31' 1 . • 0 IMPOR T.4 NT.r �� i-. REFERENCE INSTALLATION I O R 1 i '�- I��» 'f 1 Ft i. �-�-•FEt I I ;-�-9-, ry R 1 1 R 1 -cv GUIDE FOR ALL FRAMING PORCH PORCH DETAILS AND I-JOIST INFORMATION LEGEND: L j p- �� WHERE PLATE NAILING AT ,PROVIDE ' (H}--HANGER GALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS ® =SUPPORTING POST REQ'D.ELSE LAP SHEATHING PER DETAILS & TRUSS \ COMPANY =POST LOAD ABOVE } 0 CONFORMS TO DESIGN CONCEPT R -RIMBOARD ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE 05WEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 4D JB -JOIST BLOCKING 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT THIS SMTP SATINS HAS BEEN AEVIEl1ID FOR GENERAL CONFORNNCE PLAN DATED: 1 2/26/1 2 MITH THE DESIGN CONCEPT ONLY MD OOPS NOT RELIEVE THE B -BEAM(FLUSH w/JOIST) FAEAICATORI VENDOR CF RESPONSIBILITY FDP CDNFDRWVUE YRTH THE NPR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGN SASHOPs AND SPECIFICATIONS ALLSOF VERIFY HALL PDIMENSIONS. EWP DESIGNER: KAM/BEL/NODD DATE: 1/1/1 3 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DINENS:O!.S. 050=BEAM BY OTHER5d R•Eaton INC''' e'''''''' ots oer t9.8'4SCALE: 1/4"- 1'O" By: TadCT ENGINEERING PL 1 5_03 (MAIN) SHEET: 1 of 1 El CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. n CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED NON-CONFORMING-REVISE&RESUBMIT START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE A > WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON NW FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �- �--(k -�4''' _Fl.---_P -17 _T__�_�—_�_�_7 PRIORITY OVER THIS SHOP DRAWING. Iy- - -- BM4 I 4A By David R Burnett Date 10/24/14 PL14-331 UPPER MILBRANDT ARCHITECTS 9/25/2014 0, �o Products w =. a U F- OC Z PIotID Length Product Plies Net Qty I-- Q =o - * C\J RM1 51-00-00 1"x 14"APA Rim Board 1 1 m oi. = J c- tro Ll Lk _ o ~ v ¢ ¢ c. RM1 30-00-00 1 x 14'APA Rim Board 1 1 cn �, LU z = c. RM1 22-00-00 1 x 14 APA Rim Board 1 1 d w ME D,'L RM1 15-00-00 1"x 14"APA Rim Board 1 1 I- I- o w CC o 7 4C22, I RM1 13-00-00 1"x 14"APA Rim Board 1 1 w w ¢ " o(-o o V V uJ cc z cc ¢ U RM1 9-00-00 1"x 14"APA Rim Board 1 1 zO zo u1 E w Q¢" Z RM1 8-00-00 1"x 14"APA Rim Board 1 1 V c..� w cn g z.12 H BK1 3-00-00 1"x 14"APA Rim Board 1 1 z z z cc w o o c_, L7 (-7 ,...., .. ..... ¢ i ' ¢ mQ °� 0r E RM1 2-00-00 1"x 14"APA Rim Board 1 3 'Er; ci O c) = J 6 Z -- - BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 p o c=n z w a U 1.....1 A BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CD CD cn m 0 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c~n cn c¢n GO LJJ OD 2= o == LL- z¢ o 11.1 w q I BM4 22-00-00 7 X 16 BIG BEAM 1 1 z z �, ¢°� Z ---`--- •----In-p-7_cd ___6_ ci_ c _c.4--.4-----.:P. BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 CC II cC I rft cc I� BM5 RM1 l 1-00 00 Z Z j Z o w . .o cc CD, RM1 I Y ACCESSORIES QTY CD� o� cc LU oz o o Q ca= o LU ----- I[n { W Cr, I- =I- 0 TFI414 11 ® CO f-- Q • '<x o © ITT14 2 I LU � � = o8 m U 1x14 OSB RIM FOR SHEAR BLOCKING 24' b. A Q I ► FLOOR LOADING _i E i < BK1 = BLOCKING J w W 0) RM1 = RIM BOARD 40 LL <0 H-f i 15 DL ct>�CL • A w0z L_BM? REFER TO STRUCTURAL PLAN FOR ADDITIONAL ccoo B Ip \ • POST TRANSFER BLOCKING 0 0 0 w li I AND SHEAR BLOCKING REQUIREMENTS. 0w 5 1 ib.- z zc a. 'I m SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN d 0 Q I z c� o •i HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1-o Y <U U W • ._WOau, ,7�i . 0 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA w W m b °' W o IP -o II I . u _ QQQo 2 • + • I B I i I !! ice—, I JOIST WITH RIM is - I j { Y p- a ________ c_., (.9 (-7 , ,..: , , • 0 & TRUSS COMPANY I — FT1 I RM1