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' ELEVATION ARROW 15 e FOR MANUFACTURERS ' USE. NOT INTENDED - FOR SITE LAYOUT. W - E II 44' -O" 1 " II'-0 3/H" 4k/2" H' - 6 1» 24" i�, 1/2" I9' -4 3 /H" 4 5/ 4 I /8" 33' - ` 23' -I 5'5" H" 40' 3/4" ^ 31/ X 20' - I/8" , 32 3/4" O'er ...PROVIDE 5 /3° I TI "X" Vr5 24x531 Rl V/5 44x53 V/5 44,&3 GYP. 0 PLENIUM 41 ;,: • , , I CLOSET ROD 43" AFF 0 ...PROVIDE 30" WIDE ACCESS 0 I '415 PANEL ® MANSARD FOR k1. HEATPUMP SERVICE S HT. VINYL ' in © ° v m m OFFICE ^.o S OFFICE 9- a CARPET om ' . - _ - -- 0 CARPET i IN 0 -, 2 " • _ T - OF TIGARD 48" f �J ry , l' -3 I / f THIS WINDOW TO BE _ N L -, SAI 1Y GLAZED � N- — < A _.,,.J • W ( 3 Li n _ � � ,�,� �' gm Conditionally Approved [ Et ([1...%° N .x �s m See Letter to. Follow.................. L • ♦ H N* m 6, J I. I * , - —� L Att . .. V/5 24x55 V/5 24x53 �I 12' -1 I/4" V/S 24 T NN ... �, 40' -O 3/4" 1 .26'_0° I 8 _9` -1 I/4" CD ,32 3/4" 10 REF. P « "d + +f - /� �[� Ad. .�,r- By. -A nay Uc- Pir FLOOR PLAN SCALE: I /4•= I'-0° OFFICE COPY . . 18 x 36 MIRROR 3 TRV ' -0" 42" 2" 7 ■ T 1- _ 36" , _ I /2 "TRV \P /iN m II I' I m n Z ry 11.;'" 3 j I� �- A k \ I'L / ' r- - 2'-O" 4 5 - LASH iv S0 15" I5" W.G. K" I /ice, / 2= 'T PROVIDED CAPPED 1'i" X C q 1 TEE ® W/H FOR FUTURE w _ \I S EXPANSION TANK ( t HANDICAPPED IRE-511200M ACCESS DIMENSIONS 3" SEWER GONN 2" I I/2 TRV \ P �� m II m NOT TO SCALE I V2" LAVY J "7 y , . \ I DI 2 OP . „ - a '' - - - GABINET�AIL 2 \I f . y, \(y SCALE: v4 r = o° I I/2" , X BARSINK - ' 2" G/O COUNTERTOPS, BASE H OVER-IDS. TO BE 3/4" INDUST. BD. IN/PLASTIC 2 T � 3/4" SERVICE INLET LAM. - COLOR: WILSONART 81,351 -50 FASHION GREY 2" G/0 2" SERV I GE WATER WASTE WATER NTS DATE REVISION REV. BY DESIGN & LAYOUT ARE AS REQ'D BY DEALER & CUENT WITH ENGINEERING CHANGES AS I I PROJECT: 12' x 44' — DESIGNER OFFICE W /HCRR SHEET: REWD TO COMPLY WITH APPLICABLE CODES and PRACTICAL CONSTRUCTION METHODS JOB # 05004 — 05009 NOTE: SPECIFICATIONS, DESIGN AND DESIGN SUITABILITY ARE THE DEALER / CUENT I CUSTOMER: DEALER STOCK — DESIGN MASTER 405 E. BOEING LANE . RESPONSIBIUTY AND ARE INTENDED FOR THEIR EXCLUSIVE USE I DATE: DEC. 30, 2004 ORTHWEST BOISE, IDAHO DEALER: DESIGN SPACE — BRYAN FLETCHER UILDING 83716 -5245 THIS DRAWING SHALL NOT BE COPIED, REVISED OR ALTERED WITHOUT WRITTEN I DLR. — (208) 362 -7587 YSTENS PH.: (208) 344 -3527 2 AUTHORIZATION FROM NORTHWEST BUILDING SYSTEMS. !DRAWN BY: TDM APP. BY: KD . LOCATION: BOISE, ID FAX: (208) 345 -0420 • HI y 6_0' '; . r------, 1 ---- ' ,, f I i . I A N. I ENTRANCE,' - 1 \ \ . ` 2x4 WD. RAIL F W ` r- , _I=NMEM g o II = t = = -' .1. - - - - t D4 \ w z L--- - �-:J -+ w O 2x4 RAIL SUPPORT M o SLOPE SLOPE CONTINUOUS o 0 9 Z 2 PICKETS a w ✓ ®5" O.C. w a WI II II . Da 2x10 PT _/ ON 2x61 UPRPAORT DOOR THRESHOLD TRIM BD. FLAS C �A_ C T EL. 252.0 2x4 SPACED CEDAR DECKING \ 6� �— 0000000000 CEDAR WRAPPED 14' -' a N r 2x8 PT JSTS. @ 24" O.C. 4x4 POST (FULL HT.) ° 6 ` LIGHTWEIGHT w 2x8 ®POSTS Nv > ` LUS26 HNGRS PRE - FABRICATED GRADE . . 4x4 PT POST 4x8 PT BEAM ; •-•"-:-..... 2x2 @ 12" O.C. ROOF STRUCTURE • BOLTED TO TRELLIS - , •• 2x6 ®24" O.C. ° " UNDER MOBILE UNIT • �csg P) (iY DECK / TRELLIS PLAN o V SECTION A -A . PORCH / RAIL DETAIL ARBOR ' II II II CUSTOM HOMES PT OR CEDAR ' 4x4 POST "SIMPSON" ABA44 STANDOFF POST BASE w/ 6 -10d NAILS ® POST 1/2" DIA. BOLT INTO CONC. HOLE ANCHOR SYSTEM) I EMBED V PER MANUF. -- ■71iiii . 2" RECOMMENDATION MIN. M GRADE III 1:12 SLOPE MAX. FIN. FLR. & • T.O. DECK a. a EL. SAME � ►1 • • :r� GRADE E .. GRADE • ............:.:...:... E TE ., .:........ BASE ,.. ;... ; _.:.. ....,:g:..„,,: _ ._ _ • NOTE. 4 G .......... . , : - .• SECTION C C -- FOOTING TO REST ON UNFROZEN, i..,.- . - UNDISTURBED SOIL FREE OF ORGANIC PORCH / RAIL ELEVATION MATERIAL. THE BOTTOM OF THE FOOTING MUST BE LOCATED BELOW THE FROST LINE (MIN. 18" BELOW ALPINE VIE WEST HILLS NATURAL GRADE). EXTERIOR POST DETAIL SALES OFFICE _ w_.M.__M, . _. . e _ DEVELOPMENT, . - - -,.. INC. LOT 35 735 SW 158th Ave. . BEAVERTON, OR 97006 "CENTURY BLOCK" RETAINING WALL SEE GEOPACIFIC DETAILS AND SPECS r: FOR SPECIFIC INFORMATION • 1 44411": . . .,.. _ l SALES OFFICE TRAILER �----� - ----� ♦ ^ f, IF ' I I <\ II I \ . J I �r1 J .. L J J " CENTURY BLOCK" RETAINING WALL SEE GEOPACIFIC DETAILS AND SPECS B E T A \\ G WALL P L A\ FOR SPECIFIC INFORMATION z w J Fn 0 0 O W U FLOOR IN OFFICE CO GRADE ,` CO AREA UNDER MOBILE UNIT cD AS REVD FACE OF SKIRTING ALPINE VIEW WEST HILLS SALES OFFICE DEVELOPMENT, SECTION A- A LOT 35 735 SW 158th Ave. BEAVERTON, OR 97006 &15' °?- 'oc O3 , /v/6,5 Sv✓ /4 6-Res i 1+/9 a. m MID r 11•111164. 7- IV/00.71. VOCLO,Iftf FlF II'I'I IIII . .1 1 4 h �,-- 1111 1 III If %11 11 w�L°I r , 1 I . -1. � u l I�i�Sn il -u 1i { ' - � n n I _ �. ` (r u n 1 n n � a! i n u u n iAi n=n -L74. n ' n ,,,, u n na1- - n " n-11�n 1rn-9� -I n 71 ,, ,, CATCH BA51N iL--n "�, r n irn=1 n_"= - 1. 1° FRONT VIEW SIDE VIEW ()TEMPORARY BIOFILTER BAGS .. .40014r MY 01/174M913C 1.11011 Cr 1 •• t S , _ > r not es am. �;; TOP VIEW TOril "`ID Weft .n. ION CONTROL FENCE • ,MM "" °"'°'"'°6 36 EROSIO CONTROL F '.4 11 6 "C NTURY BLOCK° • AIMING w — ILL SIDEWAL WALLS OUTSI. OF UPHILL � ► 72 ' TOW : _ �` WALLS. SE - (PACIFIC '? e PROPERTY LINE WALLS. AND SPECS. y �. •• -No TRE ��1 6 , • i • �I AC 3 j I 2HI fl D 3 5 IGH (1) �/ dP ��pp �••i' / GUA RD • i L W G \ SAN. EW / � G STREET TREE V 2" CALIPER W PACIFIC • / O Q � .� \ < << / DOGWOOD 42" HIGH GUA 4 ' ` 4 t W AL'K SE 8MVE ' '. 11) _ _ 14.16 .�NVIZM ■ • 64.09 � AIIIL i SIDEWALK DA 11 ACCESSABLE WALK i f M , `� STREET TREE 1. i , * STR THE STREET ` ^x;11 r . ' S ORM 2° CALIPER 2" CALIPER 2" CALIPER IN w/ PACIFIC PACIFIC PACIFIC BIO BAGS. DOGWOOD S W A 1 PINE WOOD D RI VE SA ABOVE C ,_ SITE PLAN AND EROSION CONTROL PLAN DRALIN 09/29/09 SHG ALPINE VIE W REVISED STEET TREES 10/06/09 Si SITUATED IN THE N.E. 1/4 OF SECTION 9, TOWNSHIP 2- SOUTH, RANGE 1 -WEST OF THE WILLAMETTE MERIDIAN Contractor is responsible to check CITY OF TIGARD, WASHINGTON COUNTY, OREGON site ony 14165 S.W. ALPINE CREST WAY construction. Also plans and specifications shall be approved by 4,844 SQ. FT. building authorities prior or start LOT 3 5 tar ort of of constrruction. on. SALES TRAILER WEST HILLS S S ETBACK REQUIREMENTS: — — — 0 :,. - — _ REAR YARD: 15' (FROM PL) DEVELOPMENT, IN FRONT (HOUSE ): 15' (FROM PL) FRONT (PORCH): 15' (FROM PL.) 735 SAP 158th Ave. FRONT (GARAGE): 20' (FROM PL,) SCALE BEAVERTON, OR 97006 STREET SIDE: I8' OM P l)) 1"=20' FROM CITY OF TIGARD - SITE PLAN REVIIr2W _ . .._............._ BUILDING PERMIT NO • .• , - <.9onci oCr)o 1 PLANNING Drki!SIcYNI 1 . Required Side: '.. ' '• - - i 1 _— Fror. .." .,`,-,_ J , Visuai Creararrc . ,•‹. .-, . 1 li.laximum fi-i<,: 1..,,- ,‘„ , 3 •-.:, ('WS Ser.+, - Pc,. , , ,_,,- , • '.':; ' 1 , , j) I . _ ENG NEERII\IG r E? -.' : ' Actual Slotie: ''; % j6 A pi.i 1....] \•,-; l , 0,, k.d Site Plan: , rrApprovcd 0 r 'ot < pproved B : 4 6 Date: Notes: CITY OF TIGAR1 - SITE RE ., VIE . W . BUILDING PERMIT NO: . c) '('Approved Street Trees: App roved 0 0 Not Approved A Protected Treel: , ......---- r /.., , Date: b 16 g B: 6 1 • '-/- Notes: it INTERIOR ROOF BEAM MATELINE COLUMNS ' RIM JOIST 1 2x8x16" TRT 0 I WOOD PLATE J I 8 "x8 "x16" CMU BLOCKS ONE SET PER TWO PADS r SCHEDULE '.\\% � , MATELINE COLUMN SUPPORTS N.T.S. • s• EXTERIOR ROOF BEAM ^^ ,] MATELINE COLUMN yi RIM JOIST I I _ I 8%8"x16" CMU BLOCKS FTG PADS PER PLAN /; /\ /\ \ i\ r B MATELINE END COLUMN SUPPORT N.TS. • paps PER ROOF MATELJNE BEAM. COLUMN TO COLUMN SPANS: 30 PSF ROOF WADING: 12 -FT MODULES: (2) 16'x16' PADS PER 11:-4: EFFECTIVE ROOF BEAM SPAN 14--FT MODULES: (2) 16'x16" PADS PER 9-6 EFFECTIVE ROOF BEAM SPAN 40 PSF ROOF LOADING: 12 -FT MODULES: (2) 16x16 PADS PER 9' -0' EFFECTIVE ROOF BEAM SPAN 14-FT MODULES: (2) 16'x16' PADS PER 7 -9' EFFECTIVE ROOF BEAM SPAN ' EFFECTIVE ROOF BEAM SPAN= 1/2 ROOF BEAM SPANS, EACH SDE OF COLUMN ' f T o r NGTH OF UNIT .► 1.1 1� 1..1. 1 ( 4.1 1 1. I 1•1 1.1 1 . •I 1.1 1' -8" ■ (TYR.) r SEE DETAIL Bl /D2, •- TYP. EA. END 1.1 I k.l 1.1 I.1 1.1 t..l 1.1 gm 1. 0 PADS & PIERS, NO. REQUIRED PER TABLE A i — SEE DETAIL Al & A2/D1 SPACED EQUALL I SOIL ANCHORS PER SCHEDULE ", DETAIL B2/D1 SPACED EQUALLY TYPICAL BOTH SIDES FOUNDATION PLAN 121 ON W 1 AOOI OFFICE UNIT SCALE: 1/8 N. LBLE_A MODULE RAIL PIER/PAD SPACING — INSTALL PIER /PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE DETAIL SHEET D1 — INSTALL SOIL ANCHOR HOLD —DOWN ASSEMBUES EACH OF FOUR WALLS, SPACED ASSEMBUES EQUALLY BETWEE END HOLD — DOWNS. DEE DETAILS SHEET D1 LENGTH OF UNIT . i PADS & PIERS 1 HOLD —DOWN ANCHORS EACH SUPPORT RAIL 90 MPH�ND. EXPOSUREEXPOSURE EMU= FARE alb1Q eSf 4QPSE H fl .!i 25' —O" 8 8 3 3 2 2 32' —O" 9 10 3 4 2 2 40 11 12 4 5 2 2 - '11 13 4 5 2 2 • 44' —O" 12 13 4 5 2 2 48 13 14 5 5 2 2 56' -0" 15 16 4 6 2 2 60' -0" 16 17 6 7 2 2 66' -O" 18 19 6 7 3 3 STRUCTURAL N T SI . • DESIGN INFORMATION * LOADING: A. BUILDING CODE IBC, 200G EDITION B. ROOF LIVE LOAD 30/40 PSF, SNOW C. FLOOR LIVE LOAD 50 PSF OR 2,000# CONC. WIND CRITERION 90 MPH, EXP B /C, 1=1,0 E. SEISMIC CRITERION SDS= I .0, 1= I .0, CATEGORY, D- I F. ASSUMED SOIL BEARING I ,500 PSF (VERIFY W /LOCAL BUILDING OFFICIAL) G. WALL PLATE HEIGHT 9' -0" H. ROOF SLOPE 2: 12 OR. FLATTER ?, CONCRETE: A. DESIGN COMP.STRENGTH 2,500 P5I B. REINF. YIELD 6O,K51 • 3, MASONRY: 1 A. 8x 16x8 UNITS ASTM C -90, GRADE N B. SET UNITS W /CORES VERTICAL * NO MORE THAN 3 HIGH, PER. PLAN, WITHOUT 5010 GROUTING CORES. SOILD GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECFIC ENGINEERING, 4.. SPECIALTY ITEMS: "MINUTE MAN PRODUCTS, Inc." (800) 438 -7277 www.minutemanproducts.com, OK EQUIVALENT. A. METAL PIERS TO BE CAPABLE OF SUPPORTING 4,200# `? B. HOLD -DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE SOIL ANCHOR AUGAR -TYPE SET VERTICAL W /STABILIZER PLATE OR HEAD; OR DRIVEN ANCHOR W/ STABILIZER PLATE ,.° OR HEAD, W/ A MIN. DESIGN WORKING LOAD OF 3,I50# AND AN ULTIMATE LOAD OF ' ` ? 4,725 #. NUMBER OF ANCHORS AS INDICATED ON TABLE A. C. TIE -DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA- 18 -THDL5 FOR. PRE - POURED CONCRETE OR. A MMA -42 -2 I0 -PDH POUR INTO THE CONCRETE. NUMBER OF ANCHORS PER ' D, TIE -DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE "ROCK-TM" '3 ANCHORS w. E. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. ` "I F. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURERS RECOMMENDATIONS. SEE t INSTALLATION INSTRUCTION MANUAL. i, VENTING: A. PROVIDE UNDER. FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF VENTILATION PER 150 SF OF FLOOR AREA. B. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO X500, IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL. ACCE55: A. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. B. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD - MEMBER. C. PROVIDE 12" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS. '. SITE CONDITIONS: A. FOUNDATION 5UBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM D -698. B. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN, GRADE OF ' 5% FOR THE FIRST 10 -FEET 2% THEREAFTER TO A SUITABLE DISCHARGE. - ��EO P Rop es , \c" *GI .• s 12327 PE k.s: OREGON A, `�r., 9378 cf) S O T 23,, GG6) . . 3 17 ` • . 174/ w. BR �,, -.- l— . IMAM MOM 31, 100pitexptras 09/27/2009 •