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7410 SW BEVELAND ROAD-2 ST0 ST GENERAL - _ SNVEL,040CZTN �S �► °'YORM LINE -__'` - coNNEct ro EXIST. EXIST. CURB ST JC�F-IiW BUILDING CODE INFORMATION: -_ --- - -._ �____- -- � , =-__� NEW F.•cei OF C 36 F L K OCCUPANCY DESIGNATION 8 = _=-- ulna NEW HALF STREt: It�PRovEMFNt - -- �,� A A 9 il CONSTRlfCT10N TYPE V N -=���-. BEE 'C' 8E7 _----�-.._ R. BUILDING AREAS: 2,746 SF '� ST at STRUCTURAL DATA _ T �� ��SITEDesign live Loads: —'-'------- -'--- � ` -`-- - �- � '`- RELOCATE 'f' a Roof (snow load) ........................................................... 25 PSF -I _ �.I` `SER 8 AIL gOX - �- M 111 OOI�l�.TM Floor .......... ......................................................... ........... 50 PSF -- ------11_0G, Partition Allowance ......................................................... ACTUAL WT - Wind ................................................................................. 80 MPH, exposure B SeismicZone .......... .................................................... ........... 3 Soil Bearing Presst:re .............................................................. 1500 PSF toil Hearing Press-ire is cssumed. -' --- ' _ s Division 1: GENERAL. REQUIREMENTS N W 5l -- _--__-_ 60 3 448 NW D, HELENS RD 13.©0' Y NQ 'Yr � � � PORTLAND, OR 97056 ---- °� AE WA jjQl a Fie �Jc ^ �, (503) 543--3123 vE WAY .w+.ata � � All work deJgnated on these drawings and specifications (notes) is to be performed in a workmanlike manner in accordance with the plans, i N 9q•25'00"✓1/ specifications and as a minimum requirement the specified Building Cade. IVI =u r 1 r'"" _. _T` uU -- 'r s F C`G P q I All construction, methods and materials shall be in accordance with the Oregon 1998 Structural Specialty Code and Fire & Life Safety i 1 �. �GINfr Regulations minimum requirements. All sections of 1997 UCBC is also applicable. V�'� /� Bidder shall thoroughly familiarize himself with all existing site and construction conditions. \� SPECIAL INSPECTIONS: I a IIII -,•` -- -- _ --- �` a ZIL The Owner will retain services of special inspectors covering the following Divisions: 9 I / I MAP Division 2. SITE WORK:?On site testing of compaction densities I + LL J - 4. Division 3. CONCRETE:?Quality assurance for concrete strength WATER QUALITY' 4 \45 CONC. CURB 'n DETENTION I �S 4 \ 2250 (Typo) 3, SCALE: NT; R. Division 2 SITE WORK - '--- -�r•-�- 22.50 ExP: 12/31/200 STRUCTURE I / f -------:1 /�, - _ ', Excavations and back fill: Q SEE 'G' 9ET I / 1/4 WA L T - L / All footings to rest on firm original undisturbed soil at minimum depths indicated. Report to the Engineer any unusual bearing soil conditions , `� S • 2'0 UR IF' �RIF': B�ONC• WALK �.. dr I including evidence of any soil fill. I C i 24'DE• F�x12. ED OM FIWAL \ CLIENT Maintain maximum slope of 2 horizontal to 1 vertical from edge of footings where undercut is required. WIDE 4REA Shore retaining wails or delay back fill until concrete has attained its !esign strength (f'c). i ��� \S1 �__ PARKING LOT DATA: Adhere to all state and federal regulations pertaining to excavation srfety. I \ Ly ��� '/ Back fill at over excavated locations with clean ranular material compacted to 95% of maximum density per AASHTO T 180. 0 3 CLASS 'C' A/C � 1 g P Y P I ?' _ /4'- ' LEvELPi•1G c uRs Ia=Ts U,�` �-' AREA: 4,014 S (EX15 T:1535 5F) Pavement Structure: I 6' - I I/?' i 3" Finish Course Class "C" Asphalt. c9 B'`�sE CUUiQgE E ^ r'ARiGiNC� SPAGE5: 2" Leveling Course: 3 '4" - J \ p - - - - - - 1_ _ / - g s" Base Course 1 1 f2" - o". _ _ 5 STANDARD (8.5XIa) Compact base and leveling courses to 90% of maximum density in 3" lifts maximum. I �� � 52 � !sS 5 COMPACT C7.5X1�-5) � l Deposit asphalt with minimum hand raking, in 2" lifts maximum. '% / i ADA VAN (13_5x22.5) Mechanically spread and finish with a paving machine, do not us.� a towed spreader box. I I . �� - �� �/ `V `V - ,/ / ^ i Ii TOTAL SPACES Roll or tamp compact for 95% minimum density, insuring that fie finished surface is non porous and without ridges or other defects. b C / �/�� L-E-� 8S m N Sturm and sewer drainage: 4 fox FLIS'i�i �j,� //., �- '`��` � ~ r 3WALE INLET __ __ - - _1 p Q � � Comply with current Uniform Plumbing Code minimum requirements in addition to state and ir.cai t agulations, for all work. / SNE w - U 3.41' I j� - _� -- --- �� �� \�S, �S, � cD aN• � � Division 3 : CONCRETE SIDE rA BIKE Make arrangements for cin owner provided concrete test for any structural pour, any retestir shall be provided by the contractor. Minimum cement content for all class of concrete to be 5.5 sacks per cubic yard of concrete. - - I-- - - - - -- I LOT Minimum concrete com ressive strep the 3000 si in 28 da s. P 3 P Y Comply with A.C.I. codes and standards for all proportioning, placing and curing of cc-ocrete. ( __ - - �_ - .. i I I 1 1 Curing compound: Use Hunt Process (Sikh Corp.) Sonneborn 495, or equal. Apply according to manufacturer's instructions. Reinforcing:? A.S.T.M. A615, grade 60. Lap splice: 45 diameters.. ~ ►� , - � i � ! 'I � � �. VAN AGGE551$LE 1� Welded wire fabric: A.S.T.M. A185, wire: A.S.T.M. A 82. Lap splice: mesh size plus 2" _ _. ( - 1 I I I I I I - ADA SIGN• Q Accessories: provide embedded A.S.T.M. A307 archon bolts, zip strip type slab contraction joints, atv, other accessories as indicated or I I ` ' 1 ( I , I ` I I I 1 �I 4 , AS SER G��O_�p DOT 3 require_. � �- .l.\ • 't� i I i 1 I � I 1 � 'I I I I � I I `��, Verify exterior wall and slab finish textures prior to concrete placement of those items. Concrete Anchors: ITW Ramset/Red dead Trubolt ';.edge Anchors ICBO Report #1372 or latest 3 CLASS G A/C PAVING INSTALL IN TWO LIFTS Division 6 : WOOD CONSTRUCTION �� 2>26 5F SI light framing: S4S Douglas fir-lar:.h, grades as indicated. Minimum grade: Douglas Fir-Larch "Con-t"(2x4) or "#2" � r"� l �:� �\ �- EXIST. NOU5E AREA � DE �'ARp � �I� Z LEvEL�NG COURSE Plywood: aii -cr�als witn A.P.A. grade stamp, grads 7s indicated. .Q in I .\ �- . i 3/4 -0 Prefabricated members: Submit engineering design data and shop drawings stamped by an Oregon registered Engineer, prior to fabrication. a- o I �� �•��� /;� ••t �+ Cor`,p.y with U.B.C. roof or floor, dead and live load requirements and bottom chard loading as indicated. I I I �;•.�\ �R fa' BASE !-OURSE Frami.Iq Connectors: "Simpson Strong-tie" or as approved equal by the Fngineer. x ��\\ �; NEW ADDITILss- T reating: LI ��'� `�•\\�� 220 SF M N All members in contact with concrete or masonry or within 6" of grad!.• shall be pressure preservative treated. Z I \�\\\\ J - _ __ - - -- - - _ _ C Nailing: \\\.�. .�` - Comply with U.B.C. Chapter 25 minimum requirements, framing connector hardware schedule and other as indicated. 0 COMIDACTED SUB-GRADE Division 7 WATER/WEATHER PROOFING A/c IU" T Apply waterproofing 28 indicated, or as recommended for the specific substrate, according to the manufacturer's printed instructions. ,� DENSER 1 (�, t Caulk all fenestration perimeters with elastomeric silicone or of sulfide sealant, color to match adjacent frame finish color. v p P Y 1 I I EXIgTING f 1 _� _ Q I Insulation.1nlb. felt vapor barrier over all exterior plywood sheathing. GR I gEpTICK I P04\/ sNer SECTION 0 ■R � �y atio .. TANK I i o s/ � �L Install integral vapor barrier at inside surface. I I L• J x _ 5CALE: I'•I'-(d' Roofing: I Provide UL class C, U.B.C. ordinary roof covering. 2 Roof accesso•ies: I r r Provide vent-, c,;;us, flashing, or other as indicated or required by the U.B.C. or mechanical work. Division 8 • DOORS AND WINDOWS EX. I3'o FIR I 1` _ // I •�` x °� I Doors: I / Exit doors shalt be openable from the inside without the use of a key or any special knowledge or effort. I �.J •-�-- LACONNO Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Exit.- shall be illuminated at any time the building is occupied with light having an intensity of not less than 1 foot-candle at floor level. - I— _ J WindoN•s units: Z Q �[ A1! `Naming and glass panels shall be aesigned fuer min 80 mph exp. B wind load. 1 Z '` I I Provide tempered glans at iocations required or indicate(!. O I _ INFIELD � •, p+RA i � WALL MTD AREA LIGHT PROJECT Provide a 5 year extended warranty against seal failure of insulating glass units. ur *- I \ _... -' _ EXIg[ING J Submit shop drawings of all window units, including frame sections, dimensions, hardware and installation procedures. u1 �� ,, w� W I Finish hardware: Q U -_. UO DRAWING I - SIGN LIGHTING -� Comply with LIBC ADA Accessibility requirements I - '� g( � Provide hardware from the following manufacturers: ` Butt hinges Lawrence Bras., Mckinney W I ` Q Closers L.C.N., Rixon 7V, r_ -- X — FENCE LINESLocksets Schlage 'D', Corbin, Yale V f A Lotchsets Schlage, Corbin, Yale j I \ �� Exit devices Von Duprin, Corbin 5T ----- STORM SEWER LINES Pemko Reese Thresholds . Ei-fold Grant, Stanley, Builders Hardware L - - - - - _ _ - I - I �.� �� �O'er 0 n rT v C / Stops Glynn Johnson, Corbin: BLDG ACCESS \ Q. iTTT I - ),(�� P SCALE: I.•10' X. l� V W \� DRAM 41 BY � Division 6 FINISHES =- --'X" J� l� Q �- rI PLAN Q CHECKED i Gypsum drywall: 3'-2Z' S 86'37'09" '�-• X -- --- O �' r D 40 EsY J.R.L. Provide drywall products and accessories from the same manufacturer. _ E � �, install per U.S.G. drywall mcnual unle3s it conflicts with manufacturers' printed instructions. 120'09' _ DATE Resilient flooring: ____ —__ Provide 12"x129x1/8" vinyl Tile meeting fad• Spec. SS-1-312 type IV. Yon-d — - Pvvo� 0 P 08/31/99 Layout pattern to minimize file dimensions less than 6". C ,�7✓ �r(�/,�( EMPEDMENi CYCLOOPS Ol ,.J� iT� 1,L�/! Q Y JOS Provide 4" high rubber base meeting fed. Spec. SS-w-40, type I. i.,se straight base at carpeting, coved or topset at all other, verify color. pa .c� •.C` ,O `�•• �`�YYV' �P i Q NO. 1822-99 d — _ Provide waterproof stabilized type adhesives and cements as rsrornmended by the manufacturer, �) � v�T pN �Q� {ate 'S- S. w REV19iON Carpeting: td4itGl.lno• zLZ� g a" ---_=� �G� p�rr'�`• `v' Im/19,r99 3 Provi�,e adhesive specifically recommended for the intended substrate by the carpet manufacturer. TrNis iF6�k�LE Provide carnet transition strips at change of floor covering material, and other accessories as required or indicated. W SHEET t Painting and staining: 10 Paint or stain all exposed c- semi--concealed non-prefinished surfaces. Include galvanized aria prime-i surfaces. I arm PIAN k, Division 10 : SPECK71ES I COLUMBIA CASCADE COMPANY Minn.f •, nr, .• SCALE: I'■Ifd'-0' � � �■rnr.A... -: .ti a.6...r R.O.M.. II.. Toilet and bath accessories: 1976 a.w. AM Am" n nwpnaN aw/u,_116� Provide equipment that meets ADA accessibility requirements of the Building Code � 0"wo 07201—SM fowler .6w�s23--.ew Provide mirrors with a 5 year extended wcrranty against 'silver' deterioration. Q Provide grab bars in locations indicated, minimum one set per sex TCbrW •..^+. '"° 151KNAOIDETAILM N D L� L� 01= Beveland Rd 7410 BUP99-00395, MEC99-00547 1 of 10 I RIIO�eer+r � �xn�_._`--_—..__.-,-i-y--..._......_�....- ' ----..,-r ._., -..�. ,�... �.,awWwnawn..Msrr- ,.r..q..w...:...w.-.u.... •--- �,.�.,72^r;r•-rr-..9 - -- -� -- _ NOTICE- IF TI IE PRINT OR TYPE ON ANY III I I i l l ' III III l l l III Ill III III III I I III Ili 1 11 11111 1 1 Ill III I I Ill III III Ili III 1111111 I I III III III III III III III I I III III 1111111 III IIII ! 111 1 1 1 111 1 111 1 1 1 1 1 I - �� �(���/ IMAGO IS NOT AS CLEAR AS THIS NOTICE I I Z I ( L I ( h� - I - - --- ---._ l I 10� ITIS DUE= TO THE QUALITY OF THE "°.3e ORIGINAL DOCUMENT f �£ 8Z FZ I LZ 9Z IlZ 6Z £Z Z i7, OZ 61 S1 Lt 9[ 9[ 611 £i 7,t It ( t 8 B I, 9 9 ii• S Z t��1rw� IIIIIIIIIIIIIIIIIIIIIII IIIIII!Ill lill�illl IIII�IIIIIIIIIIIII IIII�IIIIiill�llll IIII�IIII IIIIIIIIIIIIIIIIII IIII�IIII IIIIIIIII IIII�IIIIJIII�IIIIIIIIIIIIIIiillllllllll�Ill! Illl�lllllllll�llll I!II�IIIIIIIIIIIIIIIIIILILI �ill�1111.11111111 Illll ! 1il! IIIIINIII 1 � 01 -2 3/16 13/16' I O _ - ---- --------- - -- _ � JOHN REFUSE/ --- ---- � , , - I(d'-0' EXISTING BUILDING: 2,52& SF D 1 - 4 SHEI NEW ADP(TION- 220 SF LOW OW 1. I MATCH ADDITION _ TOTAL AREA: 2,1 6 SFCONSULTWO EXIST I- - - - -- - Ica , _- ----- - -- ---- I I A ,p I r .... ........................................� O80 O 448 NW ST HELENS RD r....... .................. PORTLAND, BIKE RACK I _: CERAMIC TILE NE I I ��,• I �9 � �" 9 - CONC E IN- FILL -- - -- - --_ -- - --- 02 I i 21'-0 3/4' �o 0 -- - I- ' -1 9/16' I — 22'x30' ; m I r ` ,' I - ........... 1 12'-O I/2' 14'-6 11/16' ry Uar Ll 12 1 200 I I m I--- ATTIC AG SS I I _ r 9' 8-3/ - ' '� I -- r l — CLIENT �I 1 - r 1 { " E. I ,� l/.� , // j �, i / ` /j, UPPER GABS I (VOLUNTEER) - I 'a._ -(o /4 I O 24 COUNTER - 2 e tYP. - Q LL ;'�— RAMP DOWN 8 1/2' � � T IN FLR EL 203.14' I � � u (1 : 12) CONCRETE IN- FILL r `nn INFANT CHANGING w1 � I� � �6) 6STA� O O O m - ► �' Ci 1/16' o - X I O TG - - - -- - i Lu z _i I J X 20'-9 3/4' \ --- -6'-II 3/16' \� — — :.. i Lu -A Was O�IGIE ch -I W i11 U I� 0 I I 10'-9 3/4�- Ln I r 1 5 •1/2' I I ... .... NEW ADA FIXTURES -'� �] V a" � N SCALE: 1/4'-)'-0' L it �?OOM PINISH�S: _� 4 DOOR ScHracuLrm 11�! 00w SCH 10UL. r OPENING DOOR FRAME ROOMS: FLOOR CEILING WALLS BASE OPENING FRAME GLASS ►�ARDUJARE _ REMARKS , NO. SIZE TYPE' MAT. FINISH REMARKS— TYPE MAT. FINISH OFFICE CARPET BLOWN AC PAINT SNR VINYL NO. TYPE - NOM. W. x H. MATERIAL FINI814 THICKNESS TYPE (Di 3/0 x 6/6 x 1 3/4 A MET PNT SOLID TORE WD PNT DB, LK j� I HOR SLIDER b/0 x 3/8 VINYL 09 05'INS a� r - --- -- - RECEPTION CARPET BLOWN AC PAINT SNR VINYL 2 3/0 x 6/8 x 1 3/4 15 SC PNT WD PNT PL 2 NOR SLIDER 4/0 x 3/0 VINYL DS 05'INS O--- - �- - - -- - - - -- - -- --- - -- - - - - BREAK RM CARPET BLOWN AC PAINT SNR VINYL -- - - — - - ----- - - - -- __ - ------- i 3/0 x to la x. 1 3/4 A SC PNT WD PNT KP, PL 3 HOP. GLIDER 3/6 x 3/2 VINYL DS 05'INS PfWJEC•r -�- - " - - -- - - - -- --+- WAITING CARPET BLOWN AIC FAINT SNR VINYL 2/6 x 6/8 x 13/4 8 SC PNT _ - _-- _--�--y-- EXIST WD I PNT PL FIXED 6/0 x 3/2 n8 0.5'INS Dr4 UNG VINYL CHILDREN CARPET BLOWN AG PAINT SNR VINYL - - --- -- ----- -- - 1.00i'Z Ej 2/4 x 6/8 HC PNT RE-USE EXISTING EXIST WD PNT PL rai FIXED 4/0 x 3/2 VINYL Ds O5'INS _.- __-_ _-- .. -- -- - -- ----_ .- --- --- -- UTIL/STOR CARPET BLOWN AC PAINT SNR VINYL - - --- I C, 2/6 x 6/8 HC PNT RE-USE EXISTING EXIST WD PNT 6 FIXED 4/0 x 5/O VINYL C5 I O5'INS ��""�� O 3/0 x 6/6 HG PNT RE-USE EXISTING EXIST WD PNT - -- HALLWAYS CARPET BLOWN AC PAINT SHR VINYL _ _ _-- --------_-- _. __ _ ..----- ---- _ - - . -- --__-_----__-- _-. - -- AND - - I FIXED 4/fJ x 3/2 WOOD F'Nt 3/Ib' ONE WAY MIRROR g PR 4/0 x 4/o x 1' c PLY PNT wD r-'►,IT PP - CONFERENCE CARPET BLOWN AC PAINT SHR VINYL Q SCALE, *I REST RMS \1/INYL TILE BLOWN AC PAINT SHR VINYL COVE � � �; D -- O O � M L I O I �i u — Irl CHECKED J.R.L. -- NEW FRAME WALLS Y _ z Q DATE QQ �- 08/31/99 PEEP �-7 EX15T. WALLS TO REMAIN 4 O NO. 1821-99 HOLE REVISION09/21/99 u' 2 sr�er EXIST. WALLS REMOVED 1 W_ ACOUSTICAL WALL TREATMENT: (APPLY TO EXISTING FINI.�H) 1/2Q" SOUND DEADENING BOARD NOT PLUTTEU ; 5/8' SHEET ROCK 9W7PLAN 48 - - - _- CAULK FLOOR, WALL 4 CEILING JOINTS - OF 4 Beveland Rd. 7410 BUP99-00395, MEC99-00547 2 of 10 NOTICE: IF THE PRINT OR TYPE ON ANY Tjl III III III III III III I I III III III III III III III I�1 III I l f(III I I III III III III III III III I I III III III III I I . III III I I , I I III IIIIIII III III IIIIIII IIIIIII VIII I ) ���� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I I I I I I I I II I I I I I I I I I I I I /�, ,C�t G 41- - �.1_ hl - � - - 8I 9 ► 10 11 12 ITIS DUE TO THE QUALITY OF THE No.3e �' ;,•w MON V l ----- - - - _ --- ---- -- C�ii�I�!ALDOCUMENT �111� E 6Z ZILflTZ 9TI i7, EZ I Z IZ I OZ 6l 8TLT 9T 9i El EI ZT iT i 8 _ __ B --IIII�IIIIIIIII IIIIIIIII11III►III IIIIIIIIII►II1I11 , IIIIIIIII 1I1►IIIII IIIIIIIII VIII I ► I III II �I III,II VIII IIII.I„ IIIIIII II �I I� II, IIII, I ' IIIIIII, IIIIIIIilllll�lllllllllllllllllll I ..� IIII►I ►11111111 II I�IIII�I III►III Llll1 II 11 llII � � I T Lll �l.IllJlll�llll1111111111 .1..111 lll�ll�l�llllll I� , �.� ......... .. ...,.1_....� 1 - EXISTING 10" LAP SIDING " �- Ex15TING ROOFING: /-� EXISTING I0 SAP SIDING PAINTED DARK BROWN NEW ADDITIOy COMPOSITION SHINGL:5 `\ PAINTED DARK BROWN _12 \ — NFW COMPOSITION PAINTE ®HN NEW 5" LAP SIDING 5 I/2l-) ROOFING _ D -- NEW COMPOSITION MATCH EXISTING Q ROOFING r 1 / ADD NEW 15/32" PLYWD AT INT. MATCH EXISTING - - LOW - - --- NAIL: Imd • 4"O.G. PERM"'. _ - !_ _ CONOMM rr — • 12"O.C. FIELD _ - ---- -- �( BLOCK. ALL PANEL EDGE5 SHEAR PANEL , USE PHD2 ANCH W/ 5/8"x3.5" EMBED _ __ (TYP ON LONG EPDXY TIES EA. END OF WALL x X _ SIDE WALLS 5/8"0 "TRUBOLT" x 25" EMBED • 2' O.G. _ ONLY) (TOTAL I REQ'D / WALL) \� � � r r 2 7448 NW ST HELENS RD s— --- - -- -- - �-—-- - PORTLAND, OR 97056 l - NEW SIMPSON PHD2 (503) 543-3123 TRASH/ I-5/a" EPDXY TIE 3.5" EMBED. EX15't. PLYWOOD SIDING NEW PLYWOOD SIDING RECYCLE EXIT 10-51DS1/4"x3" WD SCREWS �0 PROFf�, PERT.PAINTED LIDO E �7RAY PATTERN t0 MATCH EXISTING ENCLOSURE DOOr. TYP 10 PLACES THIS WALL TYPICAL SIMPSON LTT205 2-5/8"0 x 2 1/2 EMBCDMENT 6063 y 1-5/8"0 TRUBOLT ANCH �- BIKE RACK TRUBOLT ANCHOR BOLTS I0-I66 NAILS PER SHEAR PANEL TYP 4 PLACES OREGON ,1 1 11 u 1 u v SCALE: I/8 ■I -0 SCALE: I/8 ■1 -0 CyN R• QEXP: 12/31/ CLIENT NEW ADDITION I ttl 7_ fy i � y =-1L , -- I ONE PIECE STUDS CONT. TO ROOF NEW VINYL SL WINDOWS �— SIMPSON PHD2 NEW EXIT DOOR 1-5/8" EPDXY TiE 31," EMBED. 2 71 10-5D51/4"x3" WD SCREWS PREFAB'D ROOF TRUSSES • 24"O.C. NEW PLYWOOD 51DING TYP b PLACES THIS WALL a A OBSERVE SPECIAL LOAD GOND. PATTERN TO MATCH EXISTINGa - - AT BOttOM CHORD SEE SHEET 04 2-5/8"0 x 2 1/2" EMBEDMENT , TRUBOLT ANCHOR 5OLTS PER SHEAR PANEL FG INSULATION FPOL�7�4 ELSV4710N _— CONT VAPOR BARRIER SCALE: 1/8"■I'-0" r 1 FIRE BLOCKING • CEILING U.S. ROJGH CEILING r--r vv c�ATCH EXISTING .1 C4 Q- LAYER OF 5/8" YPE X SHEET ROCK SET JOINTS --1 ASTEN ICA5 PER ABLE 1C,, ITEM 21-1.I UBC NEW 10" LAP SIDING 5/8" TI-11 PLYWD SIDING (MATCH E>�ISTING) EXTEND 12 APAINTED DARK BROWN CEILING APPLY ON TOP OF BUILDING PAPER PLYWOOD SIDING =0 fy 1/2 GYP. SHTG 15/32" PLYWD SHTG i NAIL: 86 • b" PERI ■It 8d • 12" FIELD r HR FIRE WALL C O V p BLOCK ALL JOINTS SHEAR WALL NAILING OF \ - - - - �r 2xb • Ib" K DF JOINT" Q 15/32" PLYWD: CONT. VAPOR BARRIER HR FIRE R/.TED Ext. WALL _ ek;I * 6 ,C PERIMETER U 5/88d" TYPE "X" SHEET ROCK :Or BLOCK ALL EDGES EXTEND SHTG TO ROOF SHTG OF OF ROUGH I I LOOR ATCH EXISTING _- f j2 �L PROJECT -_ -= - - A -- NEW PLYWOOD SIDING NEW ROOM DRAWING NEW 4" GONG. SLABN r'i PATTETO ATCH EXISTING ADDITION NEW FDN WALL RE-NAIL EXISTING PLYWOOD THROUGH SIDING W/ 5d NAILS TO BE 4" O.C. • PERIMETER OF SHEETS 5/8"0 "rRUBOLT" MIN 2.5" CONC. EMBED INTO EXIST PLATE II ll (5 REO D / WALL) \ ' (� W m mr SmLS 1( F4 or ( OI I - - SCALE: I/B"■I'-2+" SCALE: VARIES OI DRAWN Irl CHECKED J.Rl., 3 SCALE: 1/2"al'-O" DATE JOB 1822-99 REVISION 614EET �IE11O IA/pI1ML R IYI rTl�r�p- OF Beveland Rd. 7410 BUP99-00395, MEC99-00547 3 of 10 I —0— � ... ....-.,... w81YYfi..– ._ >._e..,;,...,.,....u,+Tar.,+r••–,».......u,.n,.....�!YI�iYi'WMrww*a.«ar..YYsu:Y.u.,.,«.«..r.,r,wnw,e..n.,.r.w.,...r.�.,,... ...._.-...... _ -� NOTICE- IF THE PRINT OR TYPE ON ANY I� lIlIl ( l III Ili III III I'I III III III IIII ! 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OP 48 NW STLE 97056 L_ l v 3 3 (503) 543-3123 ` 4 PRIG � - oc 1 QC 1 - � c�ILMG Sl•'PPIORTEG MECHANICAL EQUIPMENT �� 3 2 .. a , Q 24Wx60Lx24N MAX 300 , META I L � NmarA I L 1 � PR.aVIDE F:('-)R CLEARANCE vi v ` 1 1 .0 1 °+TRUCTURAL SUPPORT SCALE. 114'.1'-0' SCALE: 1/4'■I'-0' 0 G R. Tl'P NEW HDRS: _ 9'-1 1/8' 4x8 DFOI EXP: 12/31/200 ADDITION SHEAR PANELS -2 CLIENT SEE DETAIL 4 ROOF: FRAMING FLAN � r 2X1: COLLECTOR STUD WA OZ TOP PLATE OF SHEAR WALL _ 26-Ib.-1 NAIL '1 HRU ROOF SHTG St-;ALE: I/8'■I'-0' POSITION TO SUIT ALIGNMENT TO 5/8'•x10' A.B. • 5'-0' O.C. _ WALL TO1•' PLATES: INT OR EXT. �— P.T. PLATE /4 DOWELS • 4'-0' OG. - FDN WALL IN-FILL - - � AT GARAGE DOORS REMOVE SLAB EDGE • WALL _ n ' C14 — w — -- ---— —._— ___— . 43 4 CONT. NEW FLOOR: 4 �\ •\ %, i4 VERT'S W�5' LEGS • 241OZ. I O I 4' GONG SLAB ON GRADE MSTC 28 W/ 36-Ifod s / %,.�.',�j.� r3 REINF. • 18b.C. EA WAY i- ----- ' TOP PL TO COLLECTOR �� ���� \ LEGS ON ALT SIDES 6' CONC SLAB ANCHORAGE L — ' 204 CONT. BOTTOM FDN WALL IN-FILL i SIMPS!DN 'EPDXY TIE' / ,,I i / f.AMP t0 SILL - - 2-'S RE-BAR 11 TOP,.+'�LOT). I cp tc� MEET ADA SPEC'S I N At GARAGE DOORS I I \REMCVE SLAB EDGE • WALL I N164 EMBED INTO XIST I •- • I$' EX'; It`!TO NE GONG. l r 4 4 8 --- - - --- - _ ' ------ ----- ---- - ------- - - 4-- -------------------------- ---_- - 3 ,L� tl� l1. J� t� IL I �— --_—___ LOOK Irl- F�YL: — -------------------------------------- -- 71, ----- - ----------------- ''' ''4' GONG. SLAB ON I 1 I I ' 3/4' 0' COMPAC 5 i I SCALE: I/4 ■I 0 I I SCALE: 3/4 ■I -0 I I I CRUSHED ROCK FILL 4 WEE�OR / 6 `J R�NF. • LLAB I ;r*rrrrrrrr EA WA _r�rr . rlrrrrrrrriryrrrrrrsrJsrrrrrrrrI I1C. J I EXISTING 61 x181 FDN WALL4 NtR 6 HIL POL.Y FILM ON EX S n J Q , /,I; P,.f�s.?, �T,Iyp,Nq,1,.4Y I�;, I I W/ 2x4 Or. 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EXIST. b MIL POLY ETHILENE EXISTING FRAME WALL I � _---SIMPSON CBS66nim EXISTING PATIO SLAB VAPOR BARRIER 2-t,/8' BOLTS TO REMAIN In' ASf=HALT IMPREr�NATED -- - - - - _..- ------- - 1 FELT STRIP j - 6 MIL POLY, VAPOR BARRIER - 10'+ PEDESTAL DRAWlWj -- ------ 40 5 VERT. LU/ 6' LEGS � ����I N FOUNDATION FLAN !� NEW SLAB t -- I _ I � 03 TIES• 5'O.G. i G - GRAVEL FILL 3-#4 EA WAY BOT A SCALE: I/4'■I'-0' -- 3' CLEAR • BOT P Ai TION all _81 IOLWANS w - Q —I/4'■I'-0' 04 VERT • 12'0.(--. SCALE; 18 LEG • BOT. TOP SOIL F ')R 'L-ANTING L - -,� - Q pRAUN - -_- -- ,rl 0 I 0 C14ECKED J.RL. - - COMPACTED GRANULAR 9 DY ,f SCALE: 3/4'■1'-C' �aGALE: 3/4'■I'-0' DATE --- - BACKFILL +II � , -- Q FILTER. FABRIC 108 NO. a 1822-99 � RI=v 1SION---- --� 1°0 WEEP HOLES • 8' 0Z - 0 _ SWEET - ST. HOOK I END 4 04 LONG c or 1011 _ 18' Z\L OF 4 Beve and Rd,7410 BUP99-00395, MEC99-00547 4 of 10 NOTICE. IF THE PRINT OR TYPE ON ANY T ►��TI vI I I B�Z I8Z I-_G11Z I H1Z- 417I 6-I 1Z--I�sJ ZI-- I'Z IISG I IU7,I8I I-NI GIl I 9iI 6�4T-�- -6Ii -ItaLi IZ'(I l lTl[I �I[II Ili ISfIII--I IMAGE IS NOT AS CLEAR AS THIS NOTICE , I I Tl l Il l-Z k TO THE QUALITY OF THE No 3eI� 1IfiORICINALDOCUMEN IIIIIIIII! IIIIIIIIIIIIIIIII!IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIII �II I 11 ii �If I 1 �I ; � � ' ' ll � � IIIIIIIIIII IIII 111111 II IIIIIIIII IIIIIIIII 1111111 IIII IIII IIIIIIIIIII�IIII III ii � IIII Illllllll IIIIIIIII IIII III IIIII1111lllllllll�lllllll�l IIIL��I llUlll �lll.l�i111.1 VIII lll► � Il ,y r, 3.1 9 Jw• wr<r..... u7t--` j 4 ^id�:N'C�'l.}jd' SD - ---- --- -- - �' ------- sf) SD-__-_- S S - W. D---___ B0) -- 0A D cn JOHN 200.12 \ _-� R� TC 200.87 �� r T_CURB U0W65 2DL26 202,0 LOW -- --� f DW T-CU �. 2 0�3 K � W \� T_CURB 204.37 �dC. WPL DW 2 4.99 _ 205.76 200,86 201.05 _ 0q W T_CUkB - -� T 1Jl L N 19 p0�� S_WALK I v v w 201.56 202.01Y - - 2 448 NW ST HELENS RD 0, PAV S_WALK U 202.81 w ----�_ 0J l _ '-- X0199 S_WALK 203.55N - -- w PORTLAND, OR 97056 S_WALK O - (503) 543-3123 !197.90 1 120tA9 \ 204.68 (J1 w 1C WALK WALK 2U4.67 c `- 176 TC �c03,16 PAV 2G. 2) q ON SITE BM - 1 I p��S6 WALK A -� ol � PAVc� VS\ FNGI /�L V 1 q� A r 6a 6063 9, T.G. 3/8"0 ROD EL: 199 . 61 �,' i ; T�°4o Q� U pA1r 3 OREGON I 199.8 / oid`o L. POI 56 x03.55 ^ oyN R. \,Q DETENTION & W0. PO D I 1, B 2 2,42LOT 27 ° Cv EXP: 12/31/2000 I I J e gOV05 LK I o PAV 7 "- CD 20 .04 202.47 p^���� N (}, CLIENT K I W K PAV QPJ 04.18 O Q I 2% �0) 0.6 / 202.03 � LA J W J I 0 W .56 / PA CO2.�6 � n� W LK �g 2�.� � 0/ z � i P L,/ 00.70 4, QP 203.68 0 RAIN-PT c /� -C Q t J ix 1;4 VERT 0 12"O.C. c _ ti ° 20 9 / 203,10\ �, I Q O N 18 LEG ® BOT. TOP 5011 FOR PLANTING I ru o GR@HOUSE 03.26 �$ ee �! ~ N o�' C)C LD � LK 2Q ?QPJ ^ I #4 HORIZ. 0 12" O.C. A203.05 20312 COMPACTED GRANULAR I T-CURB T_CURB 203,10 m BACKFILL O1 _@HOUSE'o' 3 O C) P3.70 P N I LANDING - ` Q C? a 203'1 FILTER FABRIC GR @H USE p P 202.93 � 0 � 2"- WEEP HOLES 0 8' O.C. F 02.51 LANDING N � #4 TOP 012"O.C. co ST. HOOK 1 END � p 4 #4 LONG O LOT 29 In z_ N 203,74 I TO_FIN_FLR 203.01 �- ' TO_FIN_FLR 3.67 00 0 00 i LL-'-� z L� W SjECT10N _ I o o z 02. 02.51 202,93 GSCALE: R GR LANDING I R 1 ' O z 0 iLOT 28 > � 1 \ Q m 202.3 I CO- '^ GR L -, O O _jN a 1 _ o ?0 9 GR GR _ / I 0/ I` tri I o LEGEND PROJECT I N 201.5 - - - -� DRAWING 202,70 GRADING ' PAV NEW ELEtir�110NS �� I •- - - / TOP OF PAVING P Q" \ 202 9 L'R _ A 201A ALO EXISTING CONTOJRS SCALE: 1'Y 10, EDGE OF NEW - ---- �)o� PAVEMENT DRAWN jrl CHECKED "---' J.R.L. ��. > �� N s0 EXIST. STORM SEWER LINES DATE - 09/29/9 9 29 99- > > O 7 9> y� G EXIST. NATURAL GAS LINES JOB 1x22-s9 96 \ REVISION Z `�• ^- W E;;!ST. WATER LINES �\ SHEET GRADING PLAN ` 0 10 20 SCALE: I"=10'-O" \ SCALE IN FELT PLOTTED: 10/20/1999, AT 15:53 19 D:`,ACAD\PROJECTS\1822\SFIPPING\9922GRAD 10 `' o01 OF % Beveland Rd. 7410 \ \ BUP99 00395 MEC99 00547 5 of 10 , M•* .. .__L..L...yY»._ I�rrYNMWi►,raq•1.. i*.'rYlilipl��e`wiYY��NIIM�IIidYYiM1YWIAiiYri�� .._.._ ...«- w -..... - r�.w.: ...;awriNr...m ,...«..,n.•n.,ew,uew,nor.,.w,..,-.. ,-.,..-.,x-ww....,:...r......v�+;.. y_ -.,.y w.-.+• »..Mr.fie.»--..w.u.,+.-. -..._.,«M..,_..: ,,..».. w. _.. a•. ,-:-r ,. --. ,,,,s„Ywr., ,-,.,... i. _,..,,.,>;+wse,MLwlw.rmrw.rlwrruy .....,w. ..n.,N,,,,, A"' :l�YMY�^Smlq 4i�lUCBM-n". .... rt�,wr�.,",_ .. . a.rrwm..,.m,,;.. 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HI 6I I 10 11 I 12 IT IS DUE TU 1 HE QUALITY OF THE -- - 140.36AN 9 ORIGINAL DOCUMENT �8 8Z I NIZ I GiZ 97, 5Z ibic EZ I ZZ [Z OZ e [ N[ LT eT 9 [ ibi E[ Z[ it i e e L-- 9 it _ �S Z i7iY11N �IIIIIIIII IIII IIIIIIIII llllllllllllll Illllll�l Illlllllillllllllll ll llll�llll��lll�ll�llllllll I�IIIIIII ll lull I I I II f III i id l I T ` II �IIII IIID SII SII I llllll�il lllll�lll Illllllll�ll►Illlil�llll�lll ► I Illi I 1 I �I I ►111111 IIIII�III I11111j11.�11I11U11�1►IL1ll11111.11lllllUll IU I 11. 111111111 lllil.11llll�ylli I r ---------------- SD _- - I - SD - G �- G - -- _ �. , �J S� _____ ---_____ ----- G i u afts San SS -'_-_==-------- SD _ 1i ---�"_ _-- r 6"GADS STORM SE"RV1C7 S ' �• �S c� i EXSITING " SD— I LATERALS MIN= 29; --���- ___ VELAIDRdAD � � � ` „� 8 SANITARY SEWRE U1 _ SEE PUBLIC IMP. UWGS - --_ SS ,_ _ � � .. SS Al EXIST. CURB --- -- -- -- _ JOHN[� � NEW F ' ---------- --- -- - — -�_--- 0 ACE OF CURB NEW HALF STREETIMPRV _-- __-- - - - - —_ - _- _ -- POND RIM EL: 199.8 _. _= -_ -_-- - _ VEME ---�---_ --- -_ ` - R. . Low - � - RELOCATE OWNER'S_J S 1 - _ _ _ 1 1. MAIL /�' sb� ` `� _-�_ _ - EXSITING 4" LATERAL W i __ �QPP8Q�8,BELOW GRADE I 1 MIN FREE--BOARD EL: 200.3 / — -- 'O r _—''�---- � "' , , ` _ - 44$ NW ST HELENS F2J _ PORTLAND, OR 97056 I / NEW 5' SIDE WALK'-----_ ` (503) 543-3123 I / / BOT POND EL: 197.9 ' • . N 84.26-00"W — SS" �G1NfE f% -- w 1 SEED ALL POND & SWALE SURFACE ( O 0 _ UT WITH FILTER GRASS SEEDING MIX: 2 3'0 PVC SLEEVE UT 40% REDTOP BENTGRASS / I v �, FOR IRRIGATION PIPING O,S,N R \,O 30% RED FESCUE (TYP 5 PLACES) 207 TALL FESCUE A I O > EXP: t2/31/200� 2"-1" ROUND --� 5% PERENNIAL RYE UT I cn RIVER ROCK I � �111-N 1p� SURFACING 5% RUSSIAN WILDRYE o I PGE, GTE, CTV 0 C� CLIENT N �AW , Q . FACILITY DETAILm CONDUITS zW - I F- � .Q ----a SCALE: 1"=10' I / X I ¢�, �UT ac 3 - DITCH INLET I Z U 29Al AVC ` 14"OABS SAN SEWER � �J HOOK-UP, S MIN= 2% FRAME & GRATE USA DWG 260ST ` j x I_ S � **1141 � m �yALE INLET I C= a ixI 3 0 Lf TREATMENT SURFACE ELEVATION: 199.78 I 0 CO. . � N DS I � Q � Cc 4" ADS SCREW 4" ADS ��/ _ ` 0 r I 9 " O IN CLEAN SUT �- ' \ IE: 197.8 _ I y `r S2 inDS 1 H- A POND 80TTOM EL 197.9 x I 7/16' 0 ORIFICE - \� _ ' I I �'' x I DRILL 0 BOT. OF PIPE_ �'J �'�,`o'� § IE OUT j- 1 ; �� 197.50 _ l SL PE '2% ° `� 3 3 I G -------- w J 3/4" DRAIN ROCK o �' c (' Qa L w 3:: Ln �' Z r� r� _ Q �' ` O STORM SEWER OUT w oo O \2" WEEFHOLE Q 11 '� r 3 N `� `� DS I M A 0 .� r' a Z � Z i'> C r � � n < con) c �..J P. SUMP DS 6 C.U.I FILL (� J eI I o SUMP ' •1. L .J > - AC Lu" n � _ •� ,� CO D'cNSER ABANDON TANK L� Q NOTE : -__ & DISTRIBUTION nW `J . . . • I EXISTING �� r 1 -� 80X WITH _ � . G ' I SEPTIC �✓ Q SAND U CONCRETE TO BE: 2'_0 I TANK 3000 PSI ® 2.8 DAY 2,_J„ ----- _ - I L J 0 V) Q LEGEND C I _ i ri"*,� SECTION F- - --•� _ - I -- — RD - - NEW U.S. HOOK UP - I - 'RAINrIELD I C� �LJTWATER QUALITY EXTENDED DRY I - - - I SID - - NEW STORM SEWER CONNECTION �_ROJECT - - A6ANC)ON EXITING D � �. POND OUTFLOW DE\i l ,E (REF: USA) I - ' EXIST GAS LINES DRltiiiiv'v SCALE: NTS I - _ _" - -- v - SITE EXIST WATER LINES I � -- --- _ _-- - - - - - UTILITIES I I I SD— - EXIST STORM SEWER LINES PLAN ? -- FILTER SEEDING I .. .�� SANITARY SEWER LATERAL - SS FOR FUTURE HOOK UP SCALE: 1.•=10' � D L .� RAWN r I-- . v _ J I CHECKED S 86'37'09"E - - �. �. _.. .� 5 EA 4"0 SCH. 40 PVC CONDUITS � J.R.L. RETAINING WALL -� 2' 120.09 FUR U.G. UTILITIES, 3 EELOW GRADE. I BY -- — INSTALL W/ 250G# PULL STRINGS & END CAPS o DATE 09/29/99 �-- ROUND ROCK SURFACING -- - 4"0 SCHED 40 PVC CONDUIT FOR PGE,GTE,CTV SERVICE o JOg -'- - -- N0 _ 1822-9G z •-'l_ U) REVISION V; 10/18/99L___ _ — 2 SHEET SITE UTILITY PLAN Of Of z SWALE SECTION _ a SCALE: 1"= 0' a ! V a PLOTTED; 09/30/1999. AT 09:24 n D:\ACRD\PR0JFCTS\1822\9922UTIL 10 OF u Beveland Rd 7410 PUP99-00395, MEC99-00547 6 of 10 _.__....... ..,y,., -.^ _.. ""a^'wwirri�saWer.IMMih,miwwrpir.."""M"'•w11.Rrrp *e.•"r.w;w,.�rww, r«.w.vrk.........,...,.,.. ...............,,,._....__..... If flllllllllllll � l ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllll ! 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' �►► L �l 111 11111 1�._lll II-Il1�I�IIIIIINI� 1 JLC 1 FILTER FABRIC MATERIAL F ILI ER —USE STITCHED LOOPS FABRIC 36" WIDE ROLLS MATERIAL 0\/ER c"x 2" POSTS — 1 ,JOHN 1 II o R. j I CD �u r i LOW `� • t�ONl�l�.�10 I R, FLOW 1�G, 6'MAXIMUM SPACING I _ ' 2 448 NW ST HELENS RD PORTLAND, OR 97056 (503) '43-3123 AREA DRAIN FRONT VIEW _ SIDE VIEW pq PLAN �_— NTS NTS NTS \���� ' f `0D 6063 j 0 I I Z I OREGON CATCH BASIN PROTECTION Td UhNLOW F i ANGLE BOTH ENDS OF FILTER FABRIC DITCH BOTTOM FENCE TO ASSURE SOIL IS TRAPPED N TESI12/31/2000 I r^ vBURY v , 1 VERTICALLY MBELOW FILTER INISHEDRGR DE. CHFNl / - 2. 21x 2' FIR, PINE OR STEEL Q S FENCE POSTS, I \ \ SECTION A—A INTERLOCKED 3, STITCHED LOOPS TO BE INSTALLED _ 2"x C" POSTSDOWNHILL SIDE OF SLOPE, Z Ix AND ATTACH 4 COMPACT ALL AREAS uF FILTER FABRIC Q C DIT H INLET CATCH BASIN TOP VIEW TRENCH. Q 0 N I NTS NTS NTS m N � LTER BAGS II 1 so - — N Q SD w SDS_ _ ___SD S . B —_ --so CMI Q D R aD 0", Zjuj GRAVEL CONSTRUCTION — . _I. ` . . — — _ / •�r.�,� 1 ENTRANCE j — . _• . . —.. �, � .. � . �" _ SEE DETAIL — ANI r� ZQ V) C14W CL M P�1F-PGGOS S0- MIN I DETENTION t WO. D— � ,'�' ryp� � �1 0 = -OIL- o \ LOT 27 RADIUS = 25' MIN. O Ln o r J��� F SSS V) CLEAN CLEAN PIT RUN OR 2'-MINUS GRAVEL QUO O 10�� - I N LOT9 DE SUBGRADE REINFORCEMENT aVF GE❑TEXTILE, AS REQUIRED 8' MIN. I \ o - DEPTH _ I PkOJECT L O T 28 EGEND : DRAWING — i AI N 20, MIN, FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL _ EROSION j SILTATION FENCE (200 LF) A i I CONTROL � 0 GRAVEL CONSTRUCTION I i c02,70 � PAV NEW ELEVATIONS PLAN ENTRANCE - ' f _ I � LO / TOP OF PAVING Detc& Drawing 3-1A N-1 S — I EXISTING CONTOURS SCALE: 1"=20' L \\ �\ DRAA i J j ri i a . . // CHECKED J.R.L. ---- / EDGE OF NEW BY 00 ninon* _ PAVEMENT DATE 09/29/-`99 19S �0, . . . . _ JOB "-- 1822--99 SD -� EXIST. STORM SEWER LINES 7,9,4 \� '96 � � REVISION 1 10/18/99 SILTATION FENCE /9' �� �- —� .� �� i �� i �.� Z SHEET CONTOUR INTERVALS ARE EVERY FOOT. \ EROSION "C L\��A `-� VERTICAL DATUM IS BASED ON CITY OF TIGARD AS BUILT SEWER _ y — `o / CATCH BASIN PROTECTION MAP, WHICH IS GASED ON NGVD DATUM. 0 10 20 S ALE: 1"=20' 0" WATER LINE LOCATIONS ARE BASED ON TUALATIN VALLEY E Cj WAI-EN DISTRICT MAPS. "" _ a 1 a NATURAL GAS LINES ARE BASED ON NW NATURAL GAS MAPS. I Q PLOTTED: 10/20/1999, AT 15:52 /' D:\ACAD\PROJECTS\lF22\SHIPPING\9922EROS 20 Zj\ OF a^ Beveland Rd, 7410 BUP99-00395, MEC99-00547 7 of 10 +lrtiatp! ;:-'!q". ...vwr.....M.w..�w,.eaYla16111K1�ta�i, NOTICE: IF THE PRINTORTYPEONANY (TII"IIIfIIIIIIII IIIIIIIIIIIII I IIIIIII IIIII �I 111111 IIIIIII J Ilflilf IIIIIII IIIIIII IIIII�IIIIIIIII VIII I IIIIIIi1111I111 IIIIIII III I I III ; III ' I �II11 ! III III 1111111 II ! III 11111 1 "' `- > > ) V��v!/ I ( I 1 / IMAGE IS NOT AS CLEAR AS THIS NOTICE - 111 I 3tI I I 4I ( -- __. I -- -- - [ -- - ---- 1-- -- ----L---------� Il IS DUE TO THE (QUALITY OF THE No 3epip _a.. ORIGINAL DOCUMENT E sz FT2 II IIIIIIIIIiII!1Ili/ 11{IIIIIIIIIIIII IIII{1111►1111{1111 iIIIIIIII LIIIIIIIIII►I' I , iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIII�IIIIIIIIIIIIIIIIIIIII 1 'I � i 1 1 Illllllll I ►►�IIIII111111►IIIIIIII►► �►I � I1 11 II 111111IIII,IIIIII IIIIIIIII�I !� IIl IlII11 ll it l�l�lJ L�1111�11.�ll1.11ll111.L! I. ll11llL 111_IIIIII�NIII 1 ST ST ---- 1 --__ ' -- -- -- ---- - S l ST -- _ EXIST. CURB ----- ____ ---t �0�� - NEW FQ OF CUP _ --- _._. --- ----- ._---' r R. _ NOTE: LOWEST LIMBS TRIMMED TO ---`` ( 8' ABOVE GRADE MIN. SEE NOTE 5. �, --- - LOW cLus AIL ecxEB` --_ 3C RD New 2 448 NW HELENS PORTLANDD,, OR 9705566 �- (503) 543 3123 ------ IGS WALK N 5` SIDE WALK N 84*2 '00"W 120.00 - _ -- -J 5E 5T I 1G 'I 1c IG / � 1D l- 5G -IG CLIENT B IF Y � B � x 7 ri Q II0 SF 3U / CODE BOTANICAL NAME COMMON NAME REMARKS f 10-11" / �.e A JUIPERlJB GONFERTA CA y 5G :FugEi ^ B ACER PLATANOIDES 'CRIMSON KING' Norway Maple —_ See note 5 below t 5H YC L IG 5G / PIERIS - - _ C BLUE DIAMOND RHODODENDRON SHE � 3D IQ I.� _ E / _ _ ..Dwarf European Granberry Bush fn I D VIBURNUM OPULU5 NANUM IG 2L — - - / E EUONYMUS FORTUNE! EMERALD GAIETY F MISCANTHUS SINENSIS 'GRACILLIMUS' Malden Grace IV 1 G CORNUS SERICEA 'KELSEYI' DwarF Rad-Twig Dogwood -6 ✓}- _ H NANDINA DOMESTIA Heavenly Bamboo 5'-0" O.G. J AZALEA '5HERWOD ORCHID' — 1 K JUNIPERUS TORULOSA Hollywood Juniper IL THUJA OCCIDENTALIS 'RHEINGOLD' Duiarf Golden Arborvitae M ESCALLONIA 'NEWPORT DWARF' i N LAVANDULA ANGUSTIFOLIA 'HIDCOT>=' Lavender , SARCOCOCGA RUSGIFOLIA Fragrant Sarcococca r-1 \\ Q HYDRANGEA VILLOSA Lacecap Hydrangea �J \\� � R C13TUS HYBRIDUS Rock Rose 00 THUJA OCCIDENTALIS 'EMERALD QUEEN' Emerald Queen Arborvitae �1 \ _ Q � T PRUNUS LAUROGERASUS 'OTTO LUYKEN' Otto Luyken Laurel 43 U AZALEA MOLLIS { — I Deciduous Azalea V AZALEA 'HIND CRIMSON' Pink Azalea r------ —1 — --- W SPIRAEA JAPONICA 'SHIROBANA' Japanese Spiraea �� t X CHAENOMELES 'TO'rONISHIKI' Quince — 9 (" 1 � 4 ` EXISTING I SEPTIC ��l Y RHODODENDRON 'SAPPHO' L v "� TAN J Z CHAMAECYPARIS PISIFERA 'SUNGOLD' SunGold False Cypress IG _ C 1W AA VINCA MINOR Periwinkle REMARK EX. 13"4 FIR NOTES: LU I. ALL PLANT MATERIALS SHALL BE INSTALLED ACCORDING TO BEST INDUSTRY SIZE UNIT STANDARDS. -- (GAL, C■CAL.,ETC 3 GAL., INCH, ETC 2. PLANT MATERIALS SHALL BE OF HIGH GRADE, AND SHALL MEET THE SIZE AND GRADING PROTECT STANDARD ANSI Z-(cp0, I-1986, 1 2 1 0 _j 3. LANDeGAPING SHALL BE IN4TALLED WITH THE PROYISIOPlS OF TITLE 18, CITY OF TIGARD. 4. LANDSCAPE IRRIGATION SHALL BE DESIGNED AND INSTALLED BY LANDSCAPE CONTRACTOR DR,4WING 5. REMOVE LOWER 15RANCE5 TO 8'-0" ONLY AFTER TREE HAS REACHED SUITABLE MATURITY L4NDSC4FE _ QUANTITY CODE TO ALLOW LIMB REMOVAL WITHOUT DAMAGE TO TREE. .r. �0114I� SCALE: DRAWN Irl MY CHECKED J.R.L. 5--86'37'09"E Y DATE 2Y 120.09' SG 09/11/99 g 2Y G JOB 2V1" NO, 1822-99 5G REVISION 4X FEIN I --- — ------ — ---- SCALE: 1"•10 =0„ L� PLOTTED: 10/20/1999, AT 15:49 D:\ACAD\PROJECTS\1822\SHIPPING\9922UWD 10 Beveland Rd, 7410 BUP99-00395, MEC99.00547 8 of 10 NOTICE: IF THE PRINT OR TYPE ON ANY Tri�I�r IIIIIII IIIIIII hill I IIiIIII VIIII! IIIII � III �lllli IIIIIIillllllll I� Ili�l(f�lll �! illll�lilllll I I � IIIIIIIIIIIII lllll�iflllll I IIIIIIIIIIIII f 1�1 I � Illlillll IIIII � I Iilllll / �� � � - �) ��(��/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I II II I II ��--I II I II I f ly 1--- I _..11 - --I----_2 I - --I... ---31--- - 4�- - - _- �1 _-- ----_ 61 _-. - _ 8 -__ 91- 10� 11�----------l L ITIS DUE �T O THE QUALITY OF THE _ 3e �,�_.�.;.. . ORIGINAL DOCUMENT E 8L 8L LZ -9L 97 6L SLI 7, I iL 0z 6i 8 [ GI 9i 21 111[ Sl 6[ II a 8 R G 8 9 1� E �i T7iY13N i ��i iii iii �ii iliiii�iiiiliiii ilii i�i�iiiiiiiii iii��iiii iiiiliiii iiiil�iii ilii iiii�iiii iiii�iiiilii�i�i�ii ii�� �iiiliiii ���i �iii�i��� �ii� �i��liiii I�ulu�iliiiiliii�liii� ����1����I�����lu�����ul��l��� � «����������►� 101'-2 I 2.41-3 9/16' -----------.._.--- ----- 47 - m 3/16' BUILDING AREAS: JC3 t - HN1 REFUSE/ 10'-0' EXISTING BUILDING. 2,526 SF R ' I �. REG-1-CLE 9'-8 3/16' NEW ADDITION: 220 SF i -4 HEDLOW -- - - - MATCH ADDITION x S 9 GI CL- ,1 ti ►Zrc 6 SAG EXISTTOTAL AREA: 2, 46 SF CON6lJLTNK� - - - - - ..- �• , Nc� I— _I i' � I ENK9 - o o . . \V ------------ I rn v /, 1___\ . ....... / O 0 2 448 NW s'f OR HELENS RD 97056 I J I PORTLAND, BIKE RACK -- / � I ;� / 2 i� __ (503) 543-3123 ✓✓ - RECESSED DOOR MAT 1 I --- --- ---- ---tN METAL--PAN TYP 3 PLCEg /t,clNef�`ff/� _ I / � / T I �^- -t---s OREGON I ' / . L E'(, �r leX y SRG `� , I ----y I 19'-6'3/4' I / . - 21 -ra . { J F1eo1L I x x4 5 RC x s r I XU Sf � �iy�y U� o s RC - - -4 - 1 9/16 -- - -.. - -_ - ' E ' '} r� oL R � 00,2 EXP: 12/31/200 rnf - TI � \ / i�' L 12'-0 1/2' --- ' 22`x30' I 14'-6 !1/16' I I- ATTIC AGi85 I 9' 8 3 i , 1' �G SR6 20>< A I I 2 I —_ �Cw - CLIENT `° h� _. F,►t 2F+... I . .. I 4'-0' 1 �� ��,tNt,A tc,�l` L - J /'�,r j'� �'� / // �. / ,� , �••/// UPPER CAD'S I I (VOLUNTEER) r 3 B� �.,. r. 1 i,........,r..../....�: / " �. . ..... ............. ... ......... --- p � 24' COUNTER �. ? 41 FAN olL ryCAt�l TYP. C a - - CONCRETE IN- FILL I �p a CIA V ►- (C `` j <&> <� _ .,� NFANT CHANGING •r ✓ ~ ' <� 6 O : : I STATION (0 4 N W ' w i, h P.A. TG 9 -1 1/2' - ' 9 1/16' / Z Lao CC•�-�` OF `Z )( ♦' � � 14 1020 � - -r� � i _ I 20'-Ib 3/4 �.i�R 6R�1.L 6'-11 3/16' / r�� IIT? N r,' Ib'-10' .. �.(tct Ge'.LL { Mau Ch 3/4' Ck _ 41 - �j aPG 5A4 1L,cG ,Ce,�;ti 16X'4 g4C - / i2XG 3 6 1 Fle�tt u = - - ---�- - — — - - _-_ F- r IOXZ1 Q x �, O % O w NEW ADA FIXTURES '' o FL o Q (30 RimOOR PLAN ,V A . 0 SCALE: 1/4'.1'-0TO ' �'1 r-1 U L C ` U L M ROOM PUSHES: 18���: � d WU I ND0W 30H0D _UL0 OPENING _-` DOOR FRAME HARDWARE ROOMS: FLOOR CEILING WALLS BASE C?PENIhr.� FRAME GLi`4S REMARKS NO. SIZE TYPE MAT. FINISH,, REMARKS TYPE MAT. FINISH NO. TYPE T '�� U. x H. MATERIAL FINISH IC K9 YPE OFFICE CARPET BLOu1N AC PAINT SHR VIN�'L � �•,,. ( ) 3/0 x 6/8 x 1 3/4 A MET PNT SOLID CORE WD PNT D5, LK I HOR. SLIDER • _ VINYL Ds OVI - LL// N3 Da -- ---- - - _..__ RECEPTION CARPET BLOUIN AG PAINT SHR VINYL 2 3/0 x 6/8 x 1 3/4 B I SC PNT WD PNT PL - -- -_ - -- - _ 7 HOR SLIDER 4/Q VINYL DS ID.5'INS BREAK RM C 4RPET BLOWN AG PAINT SHR VINYL -02. 3/0 x 6/8 x 1 3/4 A SC PNT - ---- -- - WD PNT KP, PLT `--'---- 3 HOR SLIDER 3/�6 x 3/2 -- - VINYL - D8 raB'IN$ arc - 2/6 x 6/8 x 1 3/4 B $C PNT EXIST WD PNT PL UJAITfi 4C� CARPET BLOWN AG PAINT SNR VINYL - f°400 cT - - FIXED b/ID x 3,2 D$ 021VIN$ pRAWIN2 VINYL -- - --EXISTING ----- __._— CHILDREN CARPET BLOWN AG PAINT SHR VINYL W 2/4 x b/8 I-iC PNT F?'.-USE EXISTING EXIST WD 1aNT Pl_ FLOO ''FIXED 4/ID x 3/2 VINYL D8 0.30IN8 UTIL/.S?OR CARPET E3LOWN AC PAINT SNR VINYL � 2/6 x 6/8 HC PNT RL-USE EXISTING ExIvT wD PNT 6 FIXED 4/ID x 9/0 VINYL D8 m$'INS HALLWAYS CARPET BLOWN AC PAINT SHR VINYL 7 3/0 x 6/8 HC PNT RE-USE EXISTING EXIST WD PNT AND '[ FIXED 4/Q) x 3/2 WOOD PNT 3/I6' ONE WAY M!RFZ�'�R OPR 4/0 x 4/0 x 1' C PLY PNT WD PNT PP CONFERENCE CARPET BLOWN AC PAINT SHR VINYL O \ ,/ t IN REST RMS VINYL TILE BLOWN AG PAINT SHR VINYL DOVE 15RAU:' I/4'•1'-m' I � � L M l� A I � O 11i � LEGEND: DRAU,N v Irl CITY OF TIGARD -Y NEW FRAME WALLS . ..................._......... ( � CHECKED J.R.L. Approved. ... _ Y — - -------- --—_ - - - - - P -__ - -- -- Conditionally Approved --....... --------- [ ) DATE - -- - ���� R• R z{ t,rk� , R S. A . Lc PAs A-u o R, For only the work as descrbed In: goes me/31/x9 HOLE _-_.__. ._- _ -- -T-d N�u c Z'' SaKr+o ------LT EXIST. WALLS -O REMAIN PERMIT NO. ...��- `-itom=--•�'` � o__` 1e:2-9S - .................. VISION - - _ 5 Pf'�Y A ° `� ----__- _ _ F~ See Letter to: Follow.... [ 1' RE Attach [ m� JobAddress. -i 1 io� �� �•&'=''� -- SHEET e _ EXIST. WALLS {;REMOVED 43y: .... ........ . ...... .... AGOUSTIGAL WALL TREATMENT: (APPLY TO tkISTINCs FINISH) Nur F'LL7TIEI, TYPE 'A' TY -S/! G = s.opt•y q;R �'�;Lt I/2' SOUND DEADENING E30ARD SW2PLAN 48 -- - � ' TYPE 'G� 5/8' SHEET PO-K CAULK FLOOR, WALL 4 CEILING JOINTS pF 4 Beve)and Rd, 7410 BUP99-00395, MEi,9;40547 9 of 10 iF • .. .::. .' 4-....,.....•,�, n.r:..w�allo .41ry++YMA�NF'.M.hi�Y�+n MIYIIpWFIMMew+ /F'i/A7MwMtUnM11i4'1'11.Y..Mf:+:w, ;cUl'.::.:.'Ai�.'h.AiWe::+":+kJW�EI 'k';:,. .lx..•. , NOTICE: IF THE PRINT OR TYPE ON ANY ► l r III I l l l l l l l l l l l l l l l l l l l I I l l l l l l IIIA I III Ili IIIIIII I I I I I I I I I I I I I� IIIIIII 1 111111 IIIIIII I i l l! I IIIIIII VIII i III III I I I I I I I 11►I I I I I I I I I I I IIIIIII 111111 1 11 ) I I I I IIIIIII /'�f / 0) IMAGE IS NOT AS CLEAR AS THIS NOl ICE, 1 I I �" ITIS DUE JE TO THE QUALITY OF THE Nn 3B - _ - - - -- --- - - - -- - _LIJI11 _ - - -ORIGINALGOCUMENT8 L71 ; l11i111111�� 111�111J.L111.W1111W1 11-111111.L�1111��1.1U! r. 12'-6 li4' SHEAR WALLS 2 LAYERS OF 5/8' I - TYPE 'X' SHTROr_< ) Sci` ----- - SHEAR PANEL > V SEE PL4, FOR OFFSET JOINTS. I FASTENERS AS PE p+ IWO ROUND POLE LOCATION ' � TELE IC, ITWM ;1-LII NEW 15/J2 PLILD 9 TG U.B.C. --� �" -- - I ---- --- EXIST STUDS 10d•4'0. . PERIME ER i' -- FULL WIDTH OF BL I.12'O.C. FIELD / \ � 4x8 p 01 BM BLOC* ALL EDGES - - -CT-- ----- J 2 r c0 I f T �\\ �9 `x4 DF 'SONS t I OPEN INTERIOR SHTROCK ►.7 �) -}- MAINT IN EXIST. O TO ACCESS UPGRADE WORK Fo -- --- _ u 22'x30' U --- -- --- .�__ ' JOHN cA i i I ATTIC ACCESS F �- -- - `� 1 -- _ . ..-- - - ---- / 4 TYP4. I _ SIMPSON PHD2 c O oO I I / x 5/8 #xl EMBED EPDXY TIE M$LT R. U 10 SDSI/4'x3' WD SCREWS INTO EXISTING DBLE ESTUD LOW (-/ 0 i I ( ( J7 22'X30' \ I l' -� (Y 0 I 7 r- ATTIC ACC \ I I a ,. �j - -- - MM Z O I v I 2'-0' L) \ I ' - I -===fit _=-�� I cv \ i _.__ __� 5/8'ox 25' EMBED � i m X W ✓rS 3/4' CCX �v�__. 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(� AT GARAGE DOORS REMOVE SLAB EDGE • WALL _ ) 9 " Z ('� ��-8" - - -- - -_�.---- ---- 2 04 Gc�Nt. TOP NEW FLOOR: ------ -- _ • '\ \ 4 VERTS W/ 5 LEGS • 24 O.C. IV 4 CGNC SLAB ON GRADE i_. 36-16d LEGS ON ALT SIDES 1 ' MSTC 28 W/ S �• �'� M � � � x 03 RE INF. • IVOC,G. EA WAr TOP PL t0 COLLECTOR ' I _ (o' CONIC SLAB ANCE40RAGE - FDN WALL IN-Fil L i \ SiMP30N 'EPDXY TV ' I \ RAMP TO SILL --- 204 CONT. BOTTOM Q A"i GARAGE DOORS � ''' °a RE-BAR (I TOP,.a'E30T);� ' c1J TO M;:E7 ADA SF'EC'S T-. REMOVE SLAB EDGE • MALL I,y, \{'MIN EMBED INTO/EXIST •- 18 EXT INTO NEE LONG. I ILE 4 ----_- _' { LOCR IP' F _. -� 1=____ ____________ =____ - - 4--_� -_-__- _--- -- ----; DETAIL i -- -- --- _:-- --------- SCALE: 3/4'■I'-O' _ I I 4 CONC. SLAB Of,! I / I I SCALE: !14'■1'-O' j 3'+/- 314' O' CVMPAG \ I I \ / CRUSHED ROCK FILL N�%4 r-, r-, I • 1 � -Ir• rrrwww�w♦rrrwrrrr�wMlrwww wrw�r.�rrrrrrrr+r+rr rrrrrr rrwrl,r.r I NF. 8 O.G. 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DF CONST GRADE r _9 -1 1/8' FOUNDATIOONS 4x4 POST SUPPT') • 8'-0'(+/-) O.G. - 2 -I6 TOE EA SIDE TO BM ADDITION _ BUILDING PAPER SEPARATION TO FTG 10'4 WD COL 4' GONG SLAB 18'xl8'x5 1/2' FTGS • 8'-O' O.G. ��--gIMPSON CBS66 EXIST. b MIL POLY E1'HILENE EXISTING PATIO 5L,45 EXISTING FRAME WALL B VAPOR BARRIER 2-5/8 30LTS rLnfl 70 REMAIL� I/2' ASPHALT IMPREGNATED _ .'/ ----- _- _.-. ---- -- -- FELT STRIP Ic.�Ect 6 MIL POLY. VAPOR BARRIER 10'4 PEDESTAL �f�AWINcy - ----- 4. 5 VERT UJ/ 6' LEGS CI� ION � `p r3 TIES* 5'O.C. ISOUNDAT � LAN NEW SLAB 4 GRAVEL FILL 3-04 EA WAY BOT RAIN SCALE: 1/4'■1'-O' ___._-- - - -- 3' CLEAR • BOTPOUi�DATION a -all W 04 VERT • 12'0.G. 1/4 SCALE: '■1 ,- V LEG • BOT. �' '^�� 'T;i`.;,��� Y--- TOP SOIL FOR PLANTING 2 -o -` _� DRAWN jrl z ICY .l• '^ � ;. til 0Nor ALI --- (> I CHECKED 04 HORIZ. • 12" O.G. ---� - s �ETA I L. � pi J.R.L. - COMPACTED GRANULAR SCALE: 3/4'-I'-O' SCALE: 3/4's I'-0 Q 01- - �- BACKFILL d) _ 08/21/99 DATE JOB 1822-95 Q �� FILTER FABRIC J0 REVISION 24, I.tEP HOLES • 8' O.C. O--- O SHEET- #4 TOP •12'O.C. ST. 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