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Plans (46) /(7S7 0,(_, OO .s` 17.26.? sw d pl L r c LEGEND: —SS SANITARY SEWER Pacific —SD STORM DRAIN C t?tlltnunil- -w WATER LINE Desi srt] ■ T'— �--- — — ® • MANHOLE 12564 SW street Tigard.,oOR 9 97223 --J ti�ti ■ CATCH BASIN m so3 9aI-9484 TRACT J D4 DATE: 12/17/2015 19.00' 20.00' DESCRIPTION + STREET LIGHT REVISIONS 262.2 262.9 3.00' x_ STRAW WATTLE PERIMETER NO. DATE DES 4.50' f 32.1 2 — -- pUE— EROSION CONTROL —_ 262�-------- 0 STREET SECTION, SEE I i Ft___-*will' _ "�- a ' ' I CONSTRUCTION DOCUMENTS I , � VIII, ;IN SIE I11 II GARAGE it I i 1 SETBACK SUMMARY I , , I , FRONT SETBACK: 12' �- II 1' II I ' 1 I I SIDE SETBACK: 5.00'-,, i1 i �. :I , 5.00' ,* 3' STREET SIDE SETBACK: 8' I �—I •II i I �, I REAR SETBACK: 3' II 1 , 63 I I: :I I PORCH SETBACK: 8' 64 1bj ; 2,560 SF I Ioi 62 II I I I; BUILDING: 46R _ 1°3,1 I I E 73 ��, FF=264.1 , i 0. I tib II I II c7 I I It � I I �, Ir 1 N � :+ I:lo PORCH- o f I I, J I L I II'' LOT COVERAGE: I) --1- I I Iier--4 -� 8.00' ° ` (61- 1LOT AREA: 2729 —25.00'- , 0 SF \� J � 19.06' PUE — - L_�� POLYGON AT '--6 BUILDING FOOTPRINT: 1,111 SF WEST RIVER SIDEWALK VOW . v1 COVERED PORCH: 144 SF :� ` .. 263.7 .J. 1 : .k. . 764.2 TERRACE 3 ]Ililh.;ws _,:, . 411_. o ._o CANTILEVER LIVING SPACE: 0 SF �� �'� PLANT (1)STREET o WATER METER �1� , TREE: 2"CAL. COVERED PATIO: 0 SF • ON YELLOWWOOD/ 55 ISTORM LATERAL '�i, SS CLADRASTIS DECK AREA: 0 SF I I ( KENTUCKIA LOT 63 TOTAL COVERAGE: 1,255 SF PLOT PLAN m 6 SANITARY LATERAL 34.00' I as as f as 46.1 % SW JEAN LOUISE ROAD , IMPERVIOUS AREA: 1,620 SF O r _ __ �, , 1MIMEM MITIATI—: 'bow /111 111IF AI `9" 11 H . a {�. a . ; CITY OFTIGARD m Approves.:: x:_Iy Planning POLYGON NORTHWEST (503) 221-1920 Date: SI l A/ 1 fi (ii) Os 2S1 W6395-029 O• Initials: w10 PROJECT NO.: CONSTRUCTION LOT 63 (R-7, STANDARD) SCALE REVIEWED BY: PRE cpcsi 0 POLYGON AT WEST RIVER TERRACE _ 10 0 ` o 17267 SW JEAN LOUISE ROAD 1INCH=20 FEET Z t * : ROSEBURG FRAMING SYSTEM" I ' .x 5 - quality engineered wood products tor todovS builder- SOLO (IiC PER MON OE p PACIFlC LIMBER COPYRIGHT A:Ys "�, rALL�AB� r�'v,T^EOa HATCH These Tans and the designs are g y RIGIDI.AM !�/L RIGIDRIM.. BEA..AREA OF Std.,. 9 copyrighted under Federal Law by Pacific Lumber Company 201 1. \/ BE�or,TO rosr^ev�E The plans may not be re-used or copied,in whole or part,without written permission from PaUfic Lumber `` � Company,which retains copyrights to,and ownership of the pians.Use of these plans by any other seOa+s FOREST PRODUCTS eosLeWG fpvaCT.aROatCrf �II1` FACE B b. product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ` I �I BETWEEN TOP I r�Aro.E�ar- -n copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ^1�.. , ��U/ FILLER AER BLOC / penalties of up to$20,000 per Work Infringed and 41 OOA00 Der work Infringed willfully. (� ���9 RFPI Jots 1 n F BLOCK .s ^ RtSS9La(a FORDS FMpdUO:rf 0 POST LOAD TRAM DETAIL 17DL I-JOIST CONSTRUCTION COSIGN NOTES. C Nre. x VER FGA FROAMIINNG CONDITIONS THIS FLOOR SYSTEM WAS £ ill; 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 (UNLESS NOTED OTHERWISE) OF L/480 1 I 4)USE CAUTION WHEN CUTTING BOOR LOAD/N6s FOR PLUMBINGI 40p5f LIVE LOAD ' 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLElPS&AREA3. 30p5F LIVE LOAD 12psf DEAD LOAD ROOPLOAD/N6: 25psf LIVE LOAD 1 7psf DEAD LOAD • p/ J f. R1 R1 ilk i 51 -- — J _ # 2 ...._ ( R1_ ,3.....- J3 .._ R1 R1' . J211 R_1 R1 J1 I __ .... I f I. � ; 1 L::.. ... J1 - 1 PL 1 2-2 1 1 (MAIN) €I J1 II , V I J1 POLYGON NW 4 ABC 11/2012 > -- Jt p -- __ Mrlc* Material Width Depth Grade qty Gut Lth Tot Lth i .._.. r J 1 -... ._ R1 OSB Rim 1 9 1/2 6 16 96 I. [�- J1 RFPI-20 1 3/4 9 1/2 13 22 286 U .12 RFPI-20 1 3/4 9 1/2 2 16 32 O J1 __ N) J3 RFPI-20 iih ...... _ (2)JB 1.ti $/(2)-161 I l- -11 :.. _. 0 J4 RFPI-20 1 3/4 9 1/2 3 24 72 d PATIO ... .... .. .. -- - Ji __... h J5 RFPI-20 1 3/4 9 1/2 1 20 20 ® r ;R1 R1 J PATIO P J6 RFPI-20 1 3/4 9 1/2 2 2 4 ® J7 SPI-20 1 3/4 9 1/2 1 12 12 PI II 51 Ri idLam LVL --- - J9- I li 1r.,> O 1 3/4 9 1/2 1.5E 2 14 28 LL I J6 Jb 1r ir... n JB1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 4 3 12 JB2 BLKG RFPI-20 ti ..... - J5... .... Jb JS.. ISL 1 3/4 9 1/2 15 3 45 J1 il it Pi ii N. J1I Accessoriesv R1.@: (2)JB1,\s „ , z/(2)JB 1� J1 ry H1 ITH017950-or-ITT9.5 5 ;xi -1712 J J4 JB 0CONFORMS TO DESIGN CONCEPT J J4.:,.: -- ---- i J4 -- ❑CONFORMS TO DESIGN CONCEPT WITH START 0. REVISIONS NOTED }t 0 NON CONFORMING REVISE&RESUBMIT FRAMING •11 I� START :N.7. N E F ( err Ji 02S,S4,1 -...x r± L it Ili. HERE Ri� J1 — I� x1 FRAMING r Y LdkR.h`S 1741., <L1' 11114214n�:: If ® I HERE .RTrxsC4.3'044ieG O vIB2 I JB2-- -- I f J 1 By r David R Burnett Date 10/6/14 II11 ,...O h MILBRANDT ARCHITECTS ✓'TALL LINE WALL 4 BLOCKING. WALL d BLOCKING /MPG7RTA.NTT_ ONLY FOR(A)PLAN WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION FOR(A)PLAN FOR(A)PLAN GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PacillEkLumber LEGEND: & TRUSS COMPANY o--HANGER CALLOUT ;WHERE PLATE NAILING AT SHEARWALL 4SOVE EXCEEDS ONE ROW.PROVIDE ADD'L PLAN DES: 4AB 11/2012 ® -SUPPORTING POST BLOCKING OR WIDER RIM MATERIAL AS REO'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN) ® -POST LOAD ABOVE PLAN NUMBER: 4AB 11/2012 R -RIMBOA A ❑ CONFORMS TO DESIGN CONCEPT PLAN DATED: 10/12/12 LB -LVL BLOCKING ® CONFORMS TODESIGN CONCEPT WITHDESIGN FIRM: MILBRANDT PL 1 2-2 1 1 -69 REVISIONS AS SHOWN -00-JOIST BLOCKING rL 7/OlK3- J -JOIST CALLOUT ❑ NON-CONFORMING-IC:RENISE elf GIDE RESUBMIT aesrs:se 09Ez* F EW -F aWra EHfPDES/6NER: B -BEAM(FLUSH W/JOIST) N 1 E f •0.E41 F ANT XISCrRELIEVE 1N SALES OFFICE a CONTRACTOR r FF'I.T IAI ES r FOR t.:A I F 55305WJ✓.NROAD KAMI BELNIOOD HDR -HERDER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT1 DRAMAS N 24E:2422,47214 x F 0E»FTE I, AVEE I c:r; b, ..n 71 PALL.E.Ih q._ME.S nS. LAKE OSYYEGO.OREGON 91035 BBO-BEAM BY OTHERS (503)958-9663 SCALE: 1/4'- 1'-O' EN Ertw T Se0te w7 13,2014 DATE:10/26/12 CT ENGINEERING INCA SHEET: 1 Of 1 ❑X CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING—REVISE&RESUBMIT START FRAMING HERE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE - BM4 .. 4 4BC PRIORITY OVERT IS SHOP DRAWWING. ;',11," 1 illBy David R Burnett Date 10/24/14 PL14-332 UPPER MILBRA DT ARCHITECTS 9/25/2014 Products PIotID Length Product Plies Net Qty r o • u> u?- cit LLr t cv L': cit iJI RM1 51-00-00 1"x 14"APA Rim Board 1 1 W = 01 o C.? H CC Z CV t-. I- I- 1- I- }-: z O W RM1 30-00-00 1"x 14"APA Rim Board 1 1 I 1 111 1111 II RM1 22-00-00 1"x 14"APA Rim Board 1 2 o W m L - W . L RMI 15-00-00 1"x 14"APA Rim Board 1 1 o`-LU a'a CD I Ca tJ') vwz= o RM1 11-00-00 1"x 14"APA Rim Board 1 1 ¢ o CC-1 O H CC RM1 8-00-00 1"x 14"APA Rim Board 1 1 p w w u =W w`�o�} °� BK1 3-00-00 1"x 14"APA Rim Board 1 1 U LLI ¢ 4,o o a RM1 2-00-00 1"x 14"APA Rim Board 1 3 z z 13J `o o = V O O W Es W:-.2-ii 6 BM3 11-00-00 1.5 Rigid Lam LVL 1-3/4 x 14 1 1 o o T BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 z z z Ce ,,o a t-1 CC 1 •., I .6" i ,MX Egfili M. . BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 S I ¢m r Zr CD W Q t- BM4 22-00-00 7 X 16 BIG BEAM 1 1 g Al 1 0, o z CI Z Z Z O 1.!C.? , inl O BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 O ~ '�- O {n m 1- W W CC O i— I— Q O cnw°C�z LLI BM5 I RM1 Cr)M Cr) z 1i i z o o o Z 1 0 00 Z ¢ ACCESSORIES O € FTI QTY O O t c. z a H F CC H1 W== 2 W TFI414 11 D o w a �occ;Q� Z O CC V? p FTI i c2 ...) c.� C z o j .. FT1O 1x14 OSB RIM FOR SHEAR BLOCKING 24' m„w r a ►1 ❑ ❑ QW /�/�� FTI BK1=BLOCKING FLOOR LOADING ak H RM1=RIM BOARD 40 LL 5 D BM2 III FT1 ;:A REFER TO STRUCTURAL PLAN FOR ADDITIONAL a o II--x POST TRANSFER BLOCKING >g aO AND SHEAR BLOCKING REQUIREMENTS. w cot 2 z • I }-13 - SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN c cc Q-0W HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. z z `_ to I-13 *11 _,orYa 0 ok FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA H i ZCf)0 1F" wiu CI Zm 1-i3 _ _ _ OXO. i = a c 1 ILWmC7J CL'>J1-11— Q II FT3 io00`z I� 1 Q d❑ • JOIST WITH RIM FTI FT CC, Pacifi FT & TRUSS ® COMPANY FT1 BM1 Att FT4 RM1