The URL can be used to link to this page

15885 SW 116TH AVENUE-2 DP PLUMBING CO. nT. V o1'a 2- t S Damn PWgk 503- 537-9492 " 904 S. Chehakm St. Newberg, OR 97132 • GS NIT Cwv- ABS ITR " - 7 �v „ A d z" CIO ' Z.. VTR -� I ,, II J � \ •z `/' 3" J �s 3N N -' O-- N 7 �D DP PLUMBING Co. Darren Plwek 503-537-9492 pc, 904 S. ChehaWm SL %s� 314 Newberg, OR 97132 S, ? LABEL ti�'a= f;rS:,tRe: »D Pte;. ROLLabels , V4. .. LAV we Ls -800-328-3034 \ TS FAX 1-800-842-272.5 2 3/y' k` L '2 LS Y2' j/� (K FO,o 90°ON CU;,.,: i i L5, W H �t /Z• / . µ8 I ��sQq-Qoao N k^pco ~ • LAV -� N 11 r2 RP �,. Vl4Vvc 1 N / e � .LEGIBILITY STRIP 2 3 G 6 e 9 ,o 2 3 a a 19 20 2, 22 23 2a -- - 25 26 � 5. C D lam.lift I i 1 I 019 �- NON; 9Oloe I 1111111,11-1111111 il 11 ' I OF 1 1.40 po .,-�.«r...•.a,.wwrww�w�.o, vim ,+u.e�wr-r+w*k*..w+wr*.m«+ +..+•».., .« «.. .,. ., ,.e " .a-«.;-,nmrrr...j.««n..nw».wntnyrc. .. -. ,. eRr,..«v,en ««...«.n,v-++.. Y?„ r...e.._,,.TM.. ,.T. _.. ,.:,.. -n!„h4nw .+«w«rn:w,. .r..r..-,fw»r„tw++r+►wrwa+! ,`_y , E�1511NG Ht.DGL , r . , 1 • 1rr � Ir lir ,. r / r• r ( /• • . 1 ( r � r. � • •'r. i 1" •. . Ir • i ,• 1 �,; I, I ,., r '.f .,t r � ., , .i �1+ /', /k1 .it 1 F77`' 5uG'U3'34 'Y`I 160.97 -- _• •r• — — — — a, t 45 yr1 4t, I� 6` EXTRUDED CONCRETE CURE X47•9 --49.8\ .f V - 4e.t?r TRASH ! ��t. -.r<L 1t- ja�eQL�Y t in 8'x15' CONCRETEFT �`'' 9' j SLABf LJ EXISTING CATCH BASIN be O PROPOSED CATCH BASIN EXISTING MANHOLE jE INLET d1 - '"`' J i 000 PROPOSED CLEAN OUT RIM*-47.60 - � I.E.=45.36 / i p D PROPOSED ROOF DRAIN (SEE DETAIL) ASPHALT PAVEMENT / M EXISTING SPOT ELEVATION 5t'tx PROPOSED SPOT ELEVATION \ •t . D DRAINAGE FLOW DIRECTION 4C t. 4° I ■ 49 4 /// s• t- / — -- PROPERTY LINE ju EASEMENT h � EXISTING BURIED TELEPHONE LINE EXISTING GAS LINE EXISTING UNDERGROUND POWER >* I I arU � i7. / EXISTING STORM SEWER I - , RD ; ILA II �- _ _ -- ------ PROPOSED STORM SEWER I C5 // / ' EXISTING SANITARY SEWER PROPOSED SANITARY SEWER Q/ / EXISTING WATER LINE T I ��/ F. F. E. = 50. 5 BANK of ae.� a9 I / X I x W PROPOSED WATER LINE AMERICA I Y_ J // G801-11' � N Ut'�u'�-f / / _ EXISTING CURB _ PROPOSED CURB o "_ — .,..� 64'- 4" PvC _ RD/ - f S=0.01 / 1 14H _ a ' r a� M 41 ■ / CIT ` = p / Y�OF TIG Uv£f C UNNLCT 1Q k'- 4r W �= '-�� INLET #2 a� t, �� Ar�roved.,fl��CGyr:......... E XIS TING INLET ' �� RIM=48.20 — 24' COMMERCIAL ��\ Cis-'�k:anally Approved................ Z4�f TH , pT I E.=44.0 � � I.E.=44.63 DRIVEWAY � ♦ �` / � F :�;" the work as described in: i 7 NOS_ I.E. 44.53 (SEE UE TAIL) MATCH TO •t,�r to Fob ........ . ........_ . SITE (SEE DETAIL) BACK OF EXISTING - �, . KEY H AfJ K - �� t .t•• r - L RD i Attach.. �. - � SIDEWALK - - _ �'� ;• / y ..- 15805 � .. ......_.. ..... .� � Jct, Address t NEW STORM SEWER METER : , / _.-_ cam EXTENSION '� 0 SXt(; ir,LET n� \ 8S'� � �sl D:ite`��7� o� EM-4 � + t L I EClRiCHL ---__ .UU t . a ' r� ♦ ij it TS --- r� RE$Ef1 �I DRI� A;.1 ;�c, DORN '~ -- AA4 ROAD - O E nISIING �ur<u r", ' AUL AULT NORTH CONNECT TO / EXISTING MAIN a •�/ �I (SEE DETAIL) "� �� VICINITY MAP E AIS IINC 1' \ ��_ DRIA-WAY I `♦ \ .\ NTS / S US BANK 776 \ 15800 S qti \ AEP ICAN T \ 06 �SF� \ CONNECT TO � • \ .� EXISTING MAIN v \ AT I.E.=46.5± / DIMITRIOS VARELDZIS, DDS � � . \ \ yr 13035 S.W WALKINS AVENUE TTGARD, OREGON c PHONE (503) 639-5025 fal ENGINEER �� •� ,�',t„ (uV NEW SANITARY ♦ / 1j - SEWER SERVICE a TRT ENGINEERING, INC. t t'_ _ ` I� \\ CONNECTION \ 2636 S.E. MARKET STREET \ \ POR Ti AND, OREGON 97214 SC ALE IN FEET PHONE (503) 235-7592 1 FAX (503) 235-7593 ��QED mrer \ •� (�• TIMOTHY TURNER, PROJECT ENGINEER y �NGINEE `J'�v .I DESCRIPTION �� 14,494 '♦� �✓ t . W TAX LOT 100, IN THE SW 1/4 OF SECTION 10, T2S, R1W, W.M. IN CITY OF KING CITY, WASHINGTON COUNTY, OREGON A • (�. ZONING/SETBAC_K_ NOTES v JN. _.. . 00 1. TOPOGRAPHIC INFORMATION BASED ON ASSUMED VERTICAL ELEVATION = 50.0 AT --''� DIMITRIOS VARELDZIS, DDS DRAWING NO • LIMITED COMMERCIAL ZONING RIM OF EXISTING SANITARY SEWER MANHOLE #6297. 6A1.1 13035 S.W. WALKINS AVE — TIGARD, OREGON 25-FOOT BUILDING, 10-FOOT PARKING LOT SETBACKS 2. LEGAL DESCRIPTION: TAX LOT 100, KING CITY, WASHINGTON COUNTY a b�.�%� TRT ENGINEERING, INC. OREGON P -_ NEW DENTAL OFFICE. BUILDING 1 `.• 2636 S E. MARKET STREET 15885 S.W 116TH AVE — KING CITY, OREGON 3. UTILITY LOCATIONS ARE APPROXIMATE. FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS. HE untE DESCNIPTtpN tr,11r Br �.I; br s;l,r. by AHF' BY PORTLAND, OREGON 97214 3 DAtt a ISSUE DVA by CHK BY (503)235-7592 BUILDING PERMIT APPLICATION PROJECT N0. MAR 1999 DES BY — ANP Ear GRADING AND UTILITY PLAN VmGol 15085 SW 116t1t Ave. PLM1999-00209 3 of 29 LEGIBILITY STRIP = o e Q Ic 11 .2 �3 14 la 17 C G G G H 25 1 Z I i 11 1 t3 g N�•li su+02. ,IIS,..,.�,�•tJ.,.�,,.��11.I,�i�.��..i.l�.L ILIL�I� _,-i� lii�alt�IJl��ll�llli.iE,�llll(I ��1111�.I LI I�IIJILL1.1.1.�1111�1•�ILLIIIIIIIII�IIIIIIIfI�II1111111�IIIi�II,t�IJlllllll�llll�llll��lll: �:ilt,lLl�l!Ltlllal!�_I�!ili!Illl�! Oz 1 r 0 0 0o 0 S00'03'_L4"w 160.9/ — — — — — — — ° o o o ✓ _ <' = TELEPHONE RISFR x 4/.9 49.8 INLET BARRIER �r,'ONCRETE STAIRS LEGEND __ �,= �� (SEE DETAIL) , L .� �X ❑ EXISTING CATCH BASIN �� 6 m O PROPOSED CATCH BASIN SEDIMENT FENCE / (off EXISTING MANHOLE (SEE DETAIL) 0 0 PROPOSED CLEAN OUT I o „• ` 4 o D PROPOSED ROOF DRAIN , GRAVEL CONSTRUCTION ENTRANCE / a EXISTING SPOT ELEVATION (SEE DETAIL) 51.1x PROPOSED SPOT ELEVATION RD / �_ DRAINAGE FLOW DIRECTION O u •i / Q/ 4B.0iff / / — — PROPERTY LINE " 49.4 �1/ I _ EASEMENT EXISTING BURIED TELEPHONE UNE EXISTING GAS LINE 17' /, EXISTING UNDERGROUND POWER EXISTING STORM SEWER � f -- — — — — —— -- PROPOSED STORM SEWER 41 EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 4 EXISTING WATER LINE EXISTING CURB HANK OF x 48. 7 —49.4 X // W PROPOSED WATER LINE AMERICA ° 15905 i I � _ // / - -- EXISTING CURB 4'' 4_,,VC / // / _— PROPOSED CURB I =0.01 • ° --� — — X48.7 U2 7C CONN[ C T TO 411 `J 24' COMMERCIAL I Xl',IING INLL1 _ r . \ AT It -44 0 - ! i DRIVEWAY = \ (SEE DETAIL) MATCH TO / BACK of EXISTING _ _ _ ,�E ., KEY BANK SIDEWALK \�\ I NEW STORM SEWER METER / /, 15805 EXTENSION ©Q-- BIOFILTER BAGS ' V ELECTR C ICAL _,lI-j �� iAULTS \ EXISTING DRIVEWAY Ile POWER / �f �.;' \ �, '' FAULT / tiG CURB 49 41 CONNECT TO EXISTING MAIN ` \ (SEE DETAIL) US BANK 15800 � _ th � �. `•� • -�.� •. ` s o ,IA, ! Qj �6 CONNECT TO EXISTING MAIN A T I.E.=46.5± / fNEW SANITARY SEWER SERVICE CONNECTION \ \ \r EXTG SAN. SEW. VII #629_7 r `\ W ." - RIM-50 rl 'i, p PRp r� \c,1�C�NGINEF�`'fiJSAN�E�' I.f_--.=46.F, NOTES 4- � �' _ 14,494�� I 1 TOPOGRAPHIC INFORMATION BASED ON ASSUMED VERTICAL ELEVATION = 50.0 AT '11DIMITRIOS VARELDZIS, DDS DRAWING N0. RIM OF EXISTING SANITARY SEWER MANHOLE #6297. OREGON �� TRT ENGINEERING INC. 13035 S.W. WALKINS AVE — TIGARD, OREGON 2 LEGA_ DESCRIPTION: TAX LOT 100, KING CITY, WASHINGTON COUNTY, OREGON r r till,' R NEW DENTAL. OFFICE BUILDING 2636 S.E. MARKET STREET 2 � 3 UTILITY LOCATIONS ARE APPROXIMATE. FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS. l -- PORTLAND, OREGON 97214 15885 S.W 116TH AVE — KING CITY, OREGON G PE DATE DESCRIPTION DWN DY DES BY CHK 8Y APP 8Y DATE of I,sut Dwr, Br CHK BY eve 6/3°/oo (503)235-7592 BUILDING PERMIT APPLICATION PROJECT N0, MAR 1999 DES By TRT APP BY EROSION CONTROL PLAN vnKcol 15885 SW 116th Ave PLM1999-00209 4 of 29 LEGIBILITY STRIP 7 6 9 �C 2 L� - 17 is 19 20 ? OI 6 9 4�rii suroz �1•�•1.•�a-��.�,.... ,��1�.1�.1LI,�.�.�-:..�1�1.�.!,�Ili.�l.l.l�l.l�!ll.;'�Li•LI 11 .1 I L!.u a.t 11.L11 11.1.1 I L)I I!I I I I I I�I I!I I I I I��!III!I I I i I I I I I I I I I I I�I!I.1 1 1 1 i�l I I I I I I I I�I I 1 I I I I I I�i °o z L I I I�i l I LI I I I L1.11.L1�.�.W.1.1,�11I,.I�.ILh.J��l�.it.11111>L,t.1.111I :b- I 18` GRAVEL (12" MII J DEPTH) RUNOFF WATER MIN. WITH SEDIMENT CONSTRUCT 1/2- TO 3/4" RADIUS LIP o ° o ° CONSTRUCT DRIVEWAY APRON ° 0 ° o i o O ° o ° o MIN. 3" SAWCUT AND 0 o o 0 0 0 VERTICAL BREAK —� EXISTING a , GUi TER- �F,N� WIRE MESH WITH FILTER PAVEMENT •' ° s PP�F'GF,`�' FABRIC ON TOP SECTION G ` - - — PG �2" OF 3/4"-0" COMPACTED AGGREGATE PPP CURB AND GUTTER y . / - FILTERED WATER --SEE NOTE 4 CONSTRUCT PER UNIFIED SEWERAGE AGENCY SA STANDARD PL.AN N0, 3-7C 3/4 S RADIUSI L P TO HAD. = 25' MSN SAWCUT MIN 2' GRAVEL & WIRE MESH INLET BARRIER FROM FACE of cuRe / f AN PIT RLIN OR 7" MINUS GRAVEL -� -� �� - CONSTRUCT DRIVEWAY APRON1 PROVIDE FULL WIDTH OF DETAI L SUBGRADE REINFORCEMENT 8" MIN. \ INGRESS/EGRESS AREA _( GEUTEXIILE, AS REQUIRED DEPTH (20' MIN. FOR SINGLE FAMILY NTS • AND DUPLEX RESIDENTIAL) EXISTING 2"x2"x14 GA. WIRE FABRIC OR EQUIVALENTf PAVEMENT tt SECTION , �• � )� � 1..-uC� . „�- (iQN;TRUCT PER__QrIE ILj)__�LWERAGE AGENCY (USA) �TTA►YI)_Akp_YlAN NO. 3-1A ' �r 2" OF 3/4"-0" COMPACTED AGGREGATE - ........ GRAVEL CON`j TRUC TION ESI TRANCE �'c r'� STANDAR D CURB DETAIL 1 r:. NTS I: O NOTES: I - "' 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE ��-- 2"x4" WOOD POSTS STANDARD OR BETTER OR EQUAL ALTERNATE: TO CURB FACE AS POSSIBLE. STEEL FENCE POSTS 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 6' MAX. DIRECTED BY THE ENGINEER. B 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED Vl FILTER FABRIC MATERIAL 36" WIDE ROLLS � - f Ii AND REPLACED.4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING USE STAPLES OR WIRE RINGS TO ATTACH A • �-- - --�-- . -- � -� - � A PAVEMENT SHALL BE CUT BACK AND 6" MONOLITHIC CONCRETE NOTE FABRIC WIRE • L BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE 1. BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH. SUPPORT UNDER PAVEMENT. CONSTRUCT PER UNIFIED SEWERAGE AGENCY (USA) Tl j 5. AFTER CONCRETE HAS CURED, SEAL JOINT. " STANDARD PLAN NO. 3-2 }; � SEE DRAWING NO. 150-ST 7' 0" --------� -- 8' PUE --- FOR FRAME AND GRATE SEDIMENT FENCE CONSTRUCT PER CITY OF TIGARD f DETAIL STANQARD PLAN NO. 145 I.OT TO BEI 3 RECESSED CURB INLETS TO BE INSTALLED Y SERVED I NTS IN ACCORDANCE WITH DRAWING NOL 140B-ST Q I CURB KNOCKOUT FOR DRIVEWAYS I z ) I I e PLAN VIEW DETAI L---.( R � NTS v V-0" N CURB I PROPERTY LINE L,Q,� TOP OF EXISTING DRIVEWAY - - - - -- PAVEMENT a IJ MATCH WIDTH & GRADE l c� A R W LINE . SEE NOTE 4 O WEEP �O a VARIES HOLES ^"I PROPERTY LINE ANP LOI LA_ I ll jibs — NUMBERS MARKED IN WHITE_. I 1if�}' SEE NOTE 3 M -� FAIN 1 ON f ACE OF CURB --- T AX MAX SEE 15" MAXA PLAN (i (SEE NOTE 1) 5' MIN 2% NOTE 3 SEE NOTE 2 2% SIDEWALK. —� IF 00 30 MAX A I CLEAN OUT 10' MIN ip ; R �l � lr+4'f'dFaFi P�PaA s� — PLAN PLAN VIEW 6„ 2'-4 1/2„ 6., 6„ 1' 8 1 8 6" -- I� — 2`-5" SQ. - �I — / USTOM R I 3/4' — _ ;« C� -_ E SDE 2% SECTION A A SECTION B— B 2 1/2" GRATE STREET ^♦---- E LE VA TI ON --- NOTES: SEE PLUMBING CODE 2" OF AGGREGATE 1 . CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C--478 NOTES: 2 FOR DEPTH OF COVER---:--- ,;lllz�7 (3/4"-0") COMPACTED 2. D" OF 3/4" COMPACTED BASE MATERIAL 1. SURVEYOR TO INSTALL TEMPORARY - '� SECTION A—A __ HUB AND GUARD STAKE nP 6" X 6" 10 GA MESH_ SEE NOTE NO. 4 TO FLOW LINE OF LOWEST PIPE LR3. MAXIMUM DEPTH OF STANDARD CATCH BASIN TO BE 6' FROM TOP OF GRATE /EMOVABLE WATER I GUARD STAKE AT LUI LINE FOR ---"--�—� NOTES. TIGHT CAP 2'� 0„ METER INSTALLATION 4. PRECAST CATCH BASIN: 2. INSTALLED BY CITY OF TIGARD --METEP 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. MINIMUM WALL THICKNESS TO BE 5” REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 - ANGLE STOP %'� TYPE "K" SOFT 2. CURB JOINT SHAII_ BE TROWELED NTH A MIN 1/2" RADIUS ALONG BACK OF CURB. OR WELDED WIRE MEETING ASTM A497 INVERT � — �, COPPER TUBING 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2PRE MOLDED ASPHALT IMPREGNATED CONSTRUCT PER UNIFIED SEWERAGE AGENCY (USA) SECTION VIEW MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. STANDARD PLAN N0. 140A-ST !f. Q_Q_N TRQC, PERCITY OF TI AK12 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRP,.'EWAYS ONLY. PARKING LOT CATCH BASIN alARUARD?LAN AQ-ta STREET CATCH BASIN (CG-1 ) CONSTRUCT PER CITY OF TIGARD DETAIL DETAIL. I " WATER SERVI(�E STANDAR�PLAN NO. 142 6 NTS ' _ DETAIL 4 STANDARD DRIVEWAY ��p PROfE�, NTS NIS �� NGINEF�`ri�y DETAIL 14,494 9r� NTS N - - DIMITRIOS VARELDZIS, DDS DRAWING N0. TRT ENGINEERING. INC, 13035 S.W. WALKINS AVE - TIGARD, OREGON REGO oG�P?� ��OQ.� NEW DENTAL OFFICE BUILDING ry JQ V R 1 2636 S.E MARKET 15885 S.W. 116TH AVE - KING CITY, OREGON HEV DATE DESCRIPTION DYM 6Y DES BY CHK BY APP BY PORTLAND, OREGON 97214(503) 235-7592 BUILDING PERMIT APPLICATION PROJECT N0. DAZE OF ISSUE DwH BY TRT CHK BY DETAILS vAKG01 ` ovp 61,E%a APR 1999 DES BY TRT. APP BY 15885 SW 11601 Ave PLM1999.00209 5 of 29 ^M LEGIBILITY `;TRIP O_ 2 3 4 5 � a � n 6 17 G o - 2�J ._ i 22 23 24 25 26 27 26 29 3r, ZI I I bl o � E Hor,i sOu�oz f -��1.��-I-�111.>�tl�L�l�,L�.1�1�!,�1J11��.11�.I 1 L�,1�.L1L�J.I,�u.�.t�l_Lf,LI L►! I I I I i!�I t l I I I i i I i I I I I I I I I I I�I I I I i I I i I I I l I I�I I l I I f I I I I I I I I I I I I I i I��I!�I I I i I I I i I�I i I i I I�I I I I I I I I��I I I I I I I I I�LI I I I I f I I I I I I I I I I�I�i l I f I LI l I I t.I I I I Li LI�LI f l�I I I I L I I I l�I�� Oz A , i ARCHITECTURE PLANNINOIINTIRIORS I TIL (303) 274-5432 u I u I I ' ' �� q " I PAX (503) 274.00SS Y 31 ;:LOCR FLAN ;' Ex'ERICR E.EvATIONg I I I I I 623 N V O I I s a a 3t'. I EXTERIOR ELEvATlONS i j Portland. OIL. 97209 i I I � , 3' S,. SECTION I I! . 5'C5TkuVjRAL NOTES F0.5� _ 5'x5' 5, r I ' ' F.O.S I 53: PLoorr a=azR,cr�Nrz ALIti 5:3 ROOF FRA!11NC, PLAN 5.4 PCLNC4TION DET.415 i i I 56.1 ROOF DETAILS I I I i I�a "� ; ; ; If^ � _- ---•i �j� WI F. U' 1L i� ; u i I / '�, i `7111 _ llr(�i' d Il,,rll rl •f� I M �j N, 1(Jii 1rrrL111, ,n ( ' 01 Mum C-) wycalaw d I L �.�[� OPERATOR'1' �1I`"Cs ,r -1,' �ATaR1' 1 I it , ,t _ I, �.• lCE11 1 � -..-i>n-_.__.� 10 1`�7JI ,y..- --"", 'L�7'�I --. 8 �7'Jlt 2' 4" r r --- -- , i i 1 3 - 0 � N " I 1' «_6 ,n -_ ---- - - ._._. _ - ►'- '7-PIGAL - � �,Y?IAL �. x 1 _ _. I fr ROD AND °vNELF -- --- I r-� - 1--Tt - I 1 no - i I \ •5a [� f,-l. - - - I-n 1 i L r ; I / `� I i4 -�-�1 LOFT I X I ' I ��I_In`1 I IIZATI1 �I M FLOOR I u1 J r =?t 11 I _.;L- r J1 1 U LABORATORY �'�9 — 14 .4' 1 ' 11 # o V,N II iv Id RDD AND i I I I 1--- 5A 5+4ELF 7 a L ; 714" �-, �I I pnR O �--•�_ _ _ I - NOTE ALL SURFACES 1 o - � 1 , UP IN STORAGE AREA UNDER `� r •D - I it �i 9 I I STAIR 'C NAVE I LAYER '^ x u_J ' w .b Q1 i I �-�� 5/8" G-r PW-1 BOARD L.T i ROD AND 5�4ELF WALLS AND 2 LAYERS GYPSJI BOARD r _ P� U UNDER 51DE OF STAIR '^ - - - -- �d z �LTATION ---� — ' J E4 Li 'IIEFRIG '_ I ' % 1 , ;, � I " I f5 R AT 1 " 8- I II r __J�- +-- L- _; \ ,� __. _ •om �I 13 T. AT 10" I 0 �"7 ROD FAND �r -llf7_s j' -•' I I I I !Z7 4 PLAN A.TL.OF.T FDA. — - '. � 4'x5' ; I ' AGGEb61BLE ''� 'I i o 0 1 v � O`UJ- ! I 1wted r c i o fi I F0 0 o� Ic a o 0 f FOS. I I _. � _ `-----J I - li 4.A. 4•x6' -—4,x6,- - - - 1 n� > 9-n-" Na I °.lsll0 Awe by I TGJ/&)$ Ia'-6" Coed by ' FAb 1 ! FLOOR PLANsum Him _ T: • � t7 r 15885 SW 116th Ave. y; PLM1999-00209 w 6 of 29 1�( LEG113ILITY STRIh _ _ F, _ - 3 14 ;6 17 Ig 19 20 21 22 23 24 25 26 27 2e 29 30 ' HONI . 10a ' of s q $ v e � Ll �-1�1��11!1lu�l.1-��.�1,�►LI�,1IJ11�1��1LI�.LI��,I-LLuii-�4�..11I�IIII�IJaJIIiiILIIIIII�(��IIIIIIIII�IIIIIIIIIIII11111IIIIIIIIIIII�IIIIII!IIIIIII�IIIi�III!IIIII�IIIIIIIIIIIII;IIIJI�LIIIIItIIIIIII�iI-III�IIIIII(I�IIILILII.I,�ILI.IIIIII�iIIIIfIIIoz • ARCHITECTURE PLANNIN©/INTBRIORS ----- - � _ ___- ----�'--_ -- ASPHALT $MINGLE ROOFING ' TBL (503) 274-5432 PAX (503) 274-0085 825 Nom' Oliran St . 16 Portland, OR. 97209 "REPNISwED "ET,4L CA;TTER 000 �0C'J V TOP OF E - - - --- - D ORE F. P4iVED "D TRIP- ('YP.) ! ! I O 0 ! I V NYL SASN WITH DIVIDED LITE BETWEEN :NSUL4TEL GLASS. ( TY-ICAL 41L i;1'>'vD0.65, ELEV. . 0..0. ;100D 5.IINGLE SIDING: (TYID; 'tiiSNEC -E — ✓✓M� �LJnpJ �J no XT PAIN'PED ''XOD CCL6-Ncd z ®UTN ( o ELV ATION c� LJ O C=3 !fir Z_ 'j0 Y _ _ . . .� ..._ z o rMASPt-IAL" SWINGLE ROOFING PRE IN SkED "''E _ GUTTER F I 'G' T MU TOP OF e ! I � i I �C1►Woltr IlOM sN NGLE S DING -R'�E I - � :.IV'L'ED L'TES I l I I I I i L I I I -=�- PAINTED WOOD TRIM (TYPJ � ELEv ■ m'.0' i .. r-4 r-'NiSNED ME'LL GO- F'UU' U - / • , I` N S / rea : 5-11-99 Job M& : 9Bllm YIN'!, L SASE+ WI'r-«+ DIv,;:EG L 'E BETWEEN Rv3UL4TED GLAss ( *-Pica,- ALL w►NDc,,rsy I>rtwn by tz BGR ( scilmd b7 : FAS Denft IMe t EXTERIOR ELEVATIONS o� meet Ido► -ate mvE . " a G '" ,. �. s 15885 SW 116th Ave PLM1999-00209 7 of 29 f, LEGI[>IL1T1' STRIP 2 la 2e 29 30 019 9 vsL"oZ In 6 6 �a il�!a.Ill�11Ii� _L�. u!i�i_�.Illi-Ilii .lilill�llllll�IIIIILII� IIIIIILII�IILiILLL.I�IIIIIIIIL�II_IJILI_Ii��I�IIIIIIILIILillll�lllllll!I�IIII�.IIfl1.(I)III!_L�Il,ll�.fl_LIi1�lILLII�.II�!LI;I.I�; I �oa 1 �a.a - ! 6 12 ARCHITECTURE - -- FLANNINGANTBXIOIIB TBL. (503) 274-6433 !AX ( 274-0085. ... ....... _ � 503) ... -• - �'� - - - ASPWALT 5W!WjLE ROOFING $25 N V O 1 1 s a B St . a - iottlaad, OR. 97209 jIff-V e ws.. PREF NI&4ED ETAL GUTTER _ - ---- i I' I I+ I _ �--— PAINTED T;Z- 14fi0 ;04. w°aD w-- F. foREtA!!I Ll I�I I - - I I t "' y i -� i —"_T.. — ;I U,i00::' S�►MGLE 5'D"vG C O� O� ' i I I I i ! i. I i �.. -� ELEV. • 0'-m' i . .. WJ Fh r-LR 1 ' i PRE>:ih1So-IED MET4.. DOWN SPOUT L - - VINYL SASH W!'I`4 DIVIDED LITE BETWEEN - INSULATED GL465. f TYPICAL ALL WINDOWS) eR z o QLJJ f pp 1 j O �f Z 1 O W 0)� -A o >= RJL, r� 2 _ t.SPNI+L-, 5=4INSEE R00=;W3 (T`"P. r� PIFEF'NISWED METAL. GUTTER ITYP,) - JU TOP QF le _ I� ';")K2" I ' PAINTED 11100D G.."^ ` ! I l�_ I I I r. . ; i . 1_, ..�• 1 ! �.. I I - - FIBER3L,455 PAIN-ED DOCK J. bond i ci SIDE L i'E ELEV. • m'-®" --1 ! I_ , '!f PQE=1NI&4ED METAL DOWN SPOU' WOOD 5-41NGLE SIDING (7YP.; \ PAINTED U0000 TRi"1 (TYP.) -----_. ". ---~-- VINYL 5454 W!TN DIVIDED LITE BETLEEN DD t INSULATED GLASS. r TYPICAL ALL UANDOWS) , job Nn c Wile IIV�ST �L��ATI®P� Down by 5 SGALE: tf4• . r-m" Cho" b7 : FAS VSmbg Tide t EkTERIOR ELEVATI" Vr' • U• � rn� ti SHO Na n 'c� E D 0 ' I 9� 15885 SW 116th Ave PLM1999-00209 • 8 of 29 LEGI(3ILITY STRIP 7 g 9 C I 2 '3 Id 16 17 18 19 20 21 22 23 24 25 26 27 2e 29 3C D71 Ll c 01 b 9 L 9 5 b e e 1 NONi s0u10z Oz r t , I , t - S �i ARCHITECTURE PLANDAN0ANTYRIORS +i TRL (503) 274-5432 PAX (503) 274-0085 825 NV 011aan St . Portland, OR. 97209 SD ARO n 1480 ,,P1StTWiO, OREWN c"t W i CON"INL-0,15 R SE vE\-N�3 - 5f 5'E" 5' RCCr-ER -YRICAL ALL R:'r-:E5. �J 2' AIR SPACE - ----- ---- -- ---- __ ._.\ - 7s A5+4�4L' �1NCLES OVER G19_ r� 7I EILIN 05 FIrL? OVER pL`t.100.^. � �. 2+, 34" 'NSULAT,ON OR 301 PSS~" 304RD --- _ } TYPICAL. - © w ' ry s 2x BLOCK,NG �"� 'rb" VOTCuE -� \ � _ � •�_ c� ^ R�' PER BLOCK`,4iI �-- 2x4 50M-O' FR,�,I" -- -. \ `/1" =41R'11-LE BCARD ON 3/4" T.1ra. PLY400D SON-INJCUS 101-01, Gu' tR -1OP PLATE co C 7 1 2xb BLOCKING; z ACG�JS'IGAL -- 2x10 AT 16" O.C. SUSPENDED ACOUSTICAL ®VNuOlY - -' GYP5011 BGARJ - --- CEILING x r CCE NIF--lS t-'E'e - 5/8" GyP5LP'• BOARD BCREE'r'E:' vE`.` " - TYp!CAL \A - -!x8 L)OOD ,k'. 2xb STUD wA,L AT ib" O.C. TYPICAL -- R-19 BATT INSULATION ® , PLYWOCS + -_-- !SLUE^ AND NAILED Ixb WOCD TQ,- I 1 , < ,' ,' ,',',' � / 5U%5FLOOR r t X t FIL'ER r-ABR!C - - - - t1L) • i 24" MINIMUM t S. CLEAR 3/,4L .0 Ir CLEAN - - / .► U' „ e r-CuNDAT a DRA V --- --- I l-- - BATT INSU,ATION lR 30) bow f v • I A SEE C'v'- D4'.,4w,NG5 j IReWdow f CONCRE-E FOC-N6 AND WALL -'- - � _ __ _____- -- 6 MIL VAPOR BARRIER SEE FIZZ'. cl-IR SIZE AtiC qEN- BLA,.K 'T P A C�UI�®INCA SECTION _ h Dwe : 5-n-99 • �Ob Na : 98110 D mm by f KJN ICbmhod by f FAS Tie f &PM SECTION r t''• ,. i, x ' ,j ' t`:r , '• 15885 SW 116th Ave PLM 19 2U9 + 9 0} 29 , • , � w. '___ .. d. •.. .r . ..01 __ -,. _..t ._ f,' .$« w-. a L• ffli • o LEGIBILITY STRIP C O I 2 3 4 $ 8 7B 9 10 I I !OmmI cm 12 13 14 18 17 18 19 20 21 22 23 24 25 26 27 26 29 30 . LI I I Of 1r HON I o tog ' IlL.11111111111111lllll�Il!Ii !III;I�111�11I�II�I!IIIIII�IIIIIIILIIIIIIIIIIIIIIIII11111),LIJL1I11�. ►11.1J-It11�ILI_ILIIII�IIII�I�III�J�.I►.��11L;1Jh� .11�.11�,�1.��11►la t��ltal�L�l�t�t.l�Il 03 1 PQF-FAF3RICATFrJ FLOOR ANI; RppF JO 5TE, ARCHITECTURE '4+E GEw CNiNG CODs 15 "HE BEEN tJh FORN D 9--OR GODS i UB.G/. ALL ROOF AND FLOOR MEMBERS SHALL BE MANUFACTURED 13Y TRUS J016T MACMILLAN lLANININC3/INTBiliOR3 GLL NEW CC'N3?RLC'ION HA$ BEEN GESICfiEG CCR 'HE FOL�n,r'Ks LIVE ~:ND 5\Cy ..GADS CORPORATION OR APPROVED. 1 1 JN�ESS NO?EG OTHERLUISE 2. ALL JC15TS 3H.:,LL CONFORM WITH ,4LL APPLICA63C �E PROVISIONS OF THE u . .' A LIVE LGAj aJ PSF 3. JGi5T5 51'�A__ NOT EXCEED A L!✓E LOAD DEFLECTION OF L,,360 AT ROOF AND L/600 AT FLCORS, OR THE LI NG STRESSES AS 5�40WN IN ?HE U.B.0 STANDARDS FCR TRL (503) 274-54.32 FAR- APARORIATE MATERIALS UNDER G 'OTAL LOAD OF rLO�JK T!ON A_L01i1G^N E_ :0 fes- r'40 PSF FOR ROOF STRUCTURES.uN►vD _ _- - _ _ ,:AL. 90 M� FXPOra-RE R 110 P6F FOR FLOOR 5TRUCTURFS. ' �A (SO3) 274.0085 SETS'"*= ,:$.G. ZONE \C 3 •:. JOIST "" ANUFACy T ` �' $ Z5 N5! Olisa• St . B 3t\Gti 1_GG(�S JRER SHALL BE Rf5PON5IBLF GOR SCORD NA'ING „_OPED BEARD � 5. JOIST �..NUFAC� yI ~ BEAM MANJFACTUR>`Ft � a � ,. M. ,,,,, ,� ,� REG�U!REMENTS Portland, 4R. 9720' 5 P"vr NI RDOF ST\Ci. LC.w T M. URER 5HALL PURJ19H COMPETE ENGINEERING 5WO!' DRAWINGS WITf I ' OL--NERAL REG'5TERED STRUC'JR4L ENGINEERS SEAL. ' JN.E56 OTHERWISE NOTED.""A'ER'AL AND DESiGN SPED F-ICATiO\5 Ci-E:: 6 TJI SER;-;:;5 HERE \ Sw�__ 1"ANUFACTJRER SHALL G,:R'd15+-r ALL END AND INTERMEDIATE STiFFE'�1ER$, BLpCKIWG `1 .x+06[ NTLCONY ADOPINGTED Jil'�- '�f�:1EWiRSION OF Ti-41E A6 TwORIGABLE SPEC GIGAT ON OR COLE AND;OR SHEAR PANELS METAL BRIDGING A55ET"BL!E6 AND WANDERS, A6 REQUIRED TO O5 IGEN ..l ADOPTED f3` THE pERM�TTING Z.tJTtapR"` 'HE 5ENFRAL CON'RAC'OR 5+.AL_ ✓ERIFY A..� :; "" c ,F F PROVIDE A COMPILE TE GLOOR OR ROOF STRUCTURAL SYSTEM - ' EE)el5T ANL ._✓-u "ONS ANG '�_R 'Y 1 �1;"'EER, NOTE:: CN TWE PL-'NC,, AS P4RA_LAM" 5HA;-.. BE PARALLEL 57RMD LU'IBER, �`- A_L GI*+Eti51pN5 AND ELE'/ATION:3 1A?I'rE TO '�F EXIST\!s ST�c.C'U /E, A%S MA�iUFACTI,RED a. TRUS JOIST MACMILLAN CC''2PORAT pN, 6� f 3 SHOP DRAWINGS yNAL. BE REO:'RED ON RE'N=C�ING 5'E=' e` E 480 1 __ -.NG 5w: _ REV WE-, x'R!OR TC FABRICATION w� ,/ \..556 STATED OTHERWISE \ '••E 5F'EC'FIGA"p\5 SUBT'.' ONE ''- F'RIN' AND ONE NAILING ANG CON\ECT!ON SC�E:.,�� pC ✓ F / � __-,.,j_ RE► cODUG'BLE FUKt REv cW ""'NIMUI"' NUMBER OI` '\AILS FOR WOOD f"t1`"E:E�c<a FIRST FLOOR SHALL f3E PRUCTtiE\ _Y ATTACH+=D TC yA-_5 OQ SN^�r W.:__S PRIOR C /EXCEF' AS NOTE:; ON ORAtiIiNGS) (f ,'� BACK FIL:_I►�}G AGA:NS' STRJJCTURF ,.Q 5 'NIS 5'RUCTURE AND ALL OF IT5 EAR'S "!UST BE A%EQUATEL` BRACED AGA,NS' WI'ti: CC\NEC?'T NAILS l► ��7 LATERAL EARTH AN; SEISMIC FORCES JN'i1 '".E PER"".4.NEN' VERA_-FORCE Q S18'NC 5'.:5 'O PLATES ENG WAIL *WO r2; Iba �' �� O� 4`'STE`g HAVE BEEN CONS'fZZ E✓ A\G ALL 4T'AC4-1ENTS AND CU NEC'Or\5 NECE55AR7 OR 'CE \AIL cOUR !41 ^fa AGR TWE STABILITY O� 'tiE S'RUC--'uRE ANG "5 p7AR'5 ..AVE BEE\ ^^ADE F`L.'E5 ABOT'O'' "LA*ES 6 ••_L PROD,JCTS AND I•'4TERIAL5 ,,EEG B` '-,r C �'RA»C'OR Si•A-_ FSE ,:F'P_ SPICE `CIsETuEq EREC'i7D OR N.)'ALLEr; ,N S'R C' eC,C CAu'ANCE t:;1TW THEA•\ 10d AT 8 ON CENTER MUFAC%RER 5 - LAP ANC IN'ERSEC'!OW5 FOUR :6 !Od EACH S:DE JO'\T NSTRUC'ONS FLOOR "015'5 ROOF JO STS CE!LIN'G .:015TS ' - TO PLA'ES CR BEAMS - TOE NAIL '"WO (:) 100 FC.\'0.,jt- \5 ';JO l� F°OUNLA',ON SIZES ARE 3A .:.SEG CN -CTA,_ LCA;� BE:.RING SOI_ Pri£SSuRE or '50E PeLCCKING TO ALA'E TOE NAIL ImaSG ON G Op FOOTINGS BLOCKING r0 .:C'5T3 - EACH E*iD TWO ;2/ 10a 5+-A_L [3E t,\DE:. F,"'! UND 5%RBED ORIG'N,4 . SO-L CR ON CORNER STNS iOd AT i2" ON CE*!TLR ' ENGINEERED K'_L CC""PLC?E� TO ""INIMU"" OF NNE"-F!VE "ERCEN' "95% OF T«aE ^Er*^ 2x _A"'!WA'�D 8+"4M5 ! '45 I r 155' DEN6 - - ::Co2a A. 5 AGGERE✓ PLYWOOD SWFAT►,I�,G o 3. ALL FOO'ING6 6-+4LL BE A MINI''"JM pr ' -(2" 5E_1'_U FINAL GR.AZ;E OR -0BE_C'W ROOF S•IEA'HING 5/8 wDEX 4C: :0 EXISTING GRACE 0HIG►-E'/ER 'S LAR AT EDGES OF EACH S-EE', BLCCK�NG 4 WALLS 8d AT 4" ON CENTER I 4 ALL DISTURBED 501: 50-IAL, BE f�MpVEG B•r ..�Ar`D CF'ERATIQN RCI"' FOOTING EXCL✓GTIQN 8d AT 8" ON ,..ELATE? TO NFA- LINES. AT INTERIOR OF SHEETS A- BOUND4R;E5 JF ROO;= 8d A' 4' ON CcNTcR �] GROOVE 2. FLOOR SHEATH,NG '-I/8" 2-4-1 Te_t- :E ANC' o CONCRETE • RETN•PLACE AT EDGES CF EACH SWEET BLOCKING 4 WALLS iOd AT 6' ON CENTER ALL CONCRETE SHALL DE✓ELCP A MINIMl1M TU,ENTY•EIGH', l28/DA` LABORATCR` -CURED AT N'ERIOR OF SHEETS ©d AT 10" ON CENTER r� COMPRE551VE C`UNDER 5'RFNG'H Cr- 2500 F'SI FOR FOOT.!I'rGS A' BOUNDARIES OF ETF-LS d T 1 " ON CENTER COW-OR"II ExP'JSED TO E_E`"'t\TS S►+A, I--AVE 99. !.-i IR ENTR�41\L�^, AIR B� VOLUr'E. APPL`' A 1/4" D AMETEK CONT;N0005 BEAD OF CUN5TRUCTION ADHE&VE CONFORMING z CO"FOR""IOF W TH ASTM C 260 ,JITw AFG-pi TO TOPS OF ALL JOISTS BLOT.ICIP�iG AND PLATE$ IM�IEDIATEL r PRIOR TO O A ' INI!-'U!' OF '"REE CCw!-�'E 'E5' CT, ,�,n RS 5•-.:.,,. BE F'RCV DE: FDR E`C�; �'L AC NG PA\ELS. ppb �+tDrDRED (IQ�QJ; Cu YARDS OR FAC•, GA` OF AJUR FOR EACH SONrRETE STR.ENGTW. 3 WALL S•»EATWING I/2" INDEX 24/0 C`_'NDERS SHALL BE 'E5TEC .:S �C'LLO,.;S: ONE (1) AT SEv N Z:4 _ ?5 4ND TWO a W AT 'UEN'� -EIGD W' ;28) A`S AT EDGES CF EACH 5HEE- TO STUDS BLOCKING t PLA'ES 8d AT 4' ON CE\'ER 3 CONCRETE C`'LINDER S Ar'G'L NG AND 'ES'ING 5HALL CCNFJR" AT INTERIOR MJF EACH SWEET 8d AT 8" ON CENTER n SF'EGtFICATIONSACGEC'TAhGE O^ CONCRETE SHA. BE GCvE2\EG BZ 'H� AT BOUNDARIES OF WALL 8a A' 4" ON CENTER cJ 0 "ROV15'ON5 4. "IEZZBLOC NI L FLOOR SWITH 2 xG 3/4 INDEX 48i�4 TONGUE AND OF AO! 3:8 "SUILC!NG CCGE RECG1REr'!EN'S �-OR RE'NFG`RC'ED CONCRETE BLOCK ALL EDGES WITH 2 x < FLATS �a 4 CONCRETE mA7ERIAL5 FOR'- y�, '-1IXING, PL,4C NG AND CJR,NG 5W4L_ CONFOR►'' WITw AT EDGES OF EACW SWEET ` }^ 'HE' SPEC IF'S4'!C'NS CCNTAINED IN 'HE A.G.; `MANUAL OF CONCRE-F PRACTICE . 8d AT 4' ON C ..iER 5. CONCRETE PL A? !NTERIpFi OF EACH SHEET 80 AT 8" ON CENTER Sw�LL NOT BE ACE.. ON FROZEti GROU\� AT BOUNDARES OF EACH SHEET 86 4" A CE\?F4 Fir,<f't'NG LUMBEIF ADPON L` A I/4^ DIAMETER CONTINUOUS BEA;, OF CONSTRUCTION ADHESIVE GONFCRMING U�L� 1 A.L FRAMING LUMBER SWAL_ CE D—Okr,_45 FIR-LARC"., 45 \C'ED BE_OW. AN-- 13E ,u TH AFG-0' TC 70105 OF ALL J015T5, BLOCKING AND PLATES IMMEDIATEL` PRIOR 70 GRADED UNDER THE "•105' RECENTL` -ADOPTED RJuLFS OF TH_ JEST CC:•5T �.G�BER PLACING PANE' 5. & N6"E.'ION ;4EAu :WGLie OTHER _00G CONNECTIONS S ZE CLAS&F:IC4: 1_IN GRAW I ALL PLA'E5 AND LEDGERS 5-ALL BE ANCHORED WITH A MINIMur•! OF THREE l3: ANCI-TORS (n� A. EXTERIOR •.u:. - 5'JD5 NC. 3 OR 5'UC SRAG' PER P EOE. J 0 B NTERIOR -41 . b'j;)b STANDARD OR 5E'TER OR STUD GRADE C "C675 NO ; <r< � eE AMC- We ' "INI'IU"" SIZE AND MAXI,';I S~''AGING E. P0515 ',p 2. PLATES -0 CONCRETE FOUNDATICN u,ALLS o FBLC7CKtNG _.:TES. BRIG!aING S?ANDA+► OR BETTER CR S'U:i GR1+GE 5/8" DIAMETER x 10' ANC:40R BOLT AT 4'-©' ON CENTER 1 ALL "EMBERS 3 OR LE55 _L45T 1)"EN51ONS)5444LL BE 19% MOISTURE COVENT, 3. ALS FRAMING CONNECTORS SHALL SE 5R"PSON OR APPROVED. FILL ALL NAIL HOLES ~AXIr-4�" w'N NAILS AS SPECIFIED BY THE HANGER MANIFACTURER,UNLES6 NOTED OTHERWISE. L�-� o 3 PRCV,GE 50L IC 5,OCK'NG (SAME ✓EP's+ HANGERS TO DEVELOP STRENGTH OF MEMBERS. OF MEMBER' AT .:L:. Pp1�;'S OF BFA+RING. 4, NIDE STANGARC PLATE WAS=;ERS LINGER HEADS OR NL'T6 OF BOLTS BEARING CN WOOD. �uuJ 501 .E BRIDGINCs AT 8-0" ON CENTER^^AXt"UM SHALL BE REQuiRED WHFRF .O'STS HAVE A FIVE-TC-ONE (5.')OR 5RE4-ER ✓EPTH-TC-T«JICKNESS RA'C AND WHERE ONE C,, EDGE 5 NOT WELC IN LINE B` SHEATWING, WALL504RC BRi•C-NG ETC. 4. AL- PLATES AND LEDGERS N CONTACT WIT+. CONCRETE OR -/,5CNR` SW4LL BE PRESSURE TREATED IN ACCORDANCE WITH A,;FA+ STANDARD C-2. FIRE 55..RE-TREATED L jr ER S"A,L BEAR 'HE A,,,;,PJ5 ;A''1ER!CAN WOOD PRESERVERS BJREAUI QijALITI MAW S CG'R NAIL 1"6 SEE SC.IIEDULE ANC GFCAWINCsS "L` .t?CG SHEAT.-'NG 4, L PLN,WOOD SHFA-",NG 5.4,4, _ HE C-C GR4Z. E. UNLESS NOTED O'WERw!SE (1;,1'H EXTERIOR GLUE ""ANJFAG'uREG N ACCCR:)ANGE WITH ,,'tii'ED S'•+TES .V A9 1-83/4N.51. 4'99.I '-OR CON5'4ZUC'CIN AND IIv✓J5'R!A_ Ia`";JOQ .L COrFCR" W'T+4 UBC STANDAR:' :3 : ANG 5.+ALL BEAR ThiE A.P.A. TRADEI"".:.R+'C OF 'HE _ AMERICAN Pte"WOOD A950C'I A'IpN A RGCF SHEA'L.ING 5,8" INCEY 42f22 Imund e MEZZANINE F.00R 3/4" ING'EX •:8.;4 '1!J C F_00Q -i/s" 2-4-1 '&G RewWOLri = ' C "LL-5 1/2 INDEX 24/0 F''_IOCO 6-;E-"o-4NG SHALL BE LA!;. WI'H END JOINTS S .C�LREC 3 BLOCK ALL SEAR WALL 5"E47",,G w'" 2 4 FLAT BLOCKING AT A; L FDGE5 4 NAIL M ACCORDANCE WITH 61_-HEDt:LE AND Gr'iAIL'"NGS 5 ._AY OUT PLY14001✓ 'C EL'r"'NATE ANY WIDTH LESS IHAN I'-0" EXCEPT 4T C `WOO: KLOORS (WERE "INIMUM D'-ENSIGN S-+A.L BE : -0, .JN-ES6 A-L EDGES Or '..E -V ,ANDERS'ZED SWEETS ARE t5F-'ORTEC, B7 BLOCKiNG. AJAFFR BOAR.^ OR OQIEN'EG STRANr SCAR.^. co"FOR NG WI'-4 UBC S'ANI:�ARC ;,3-4 ,ARADE 2-11-L,; MANFACTJRED UA'H Ex-ER40wz G:_JE MAN, BE5UP_5T'i;'EI^, FOR PL'• .k G✓. PROVIDED IT �4AS EQUAL ►C4^'SPAN RATING 'NaEX AND BEARS THE A' PA 'RADE"ARK GIF 'NE AMERICAN P�',WOOD /,5' A'IQN. ' CONTRACTOR '5 '0 PRCTEC' CLOIOR AND ROOF 9HEATHNri FRpr" EXTREME WET CONDI1ION5 TC t.IMIT 1"10vE1~ENT5 C%& 'O EXPANSION GAJSE:: B` MC15'JRE AG'DI'IONALLN, Dm "<'ZCVVE PROPER PANEL SPACINGS r'ER 'WE A`IER'CAN PLYWOOD AS5OC'A'IQN, RECOMMF'ND A'1�7N5 M No, ! Wile Damn by = KJN cbmdmd by : FAS Deming We _ STRUCTURAL NOTES aas �r smat Nm a 4.10 � ' I 13 15885 SW 116th Ave. PLM1999.00209 10 of 29 LEGIBILITY STRIP _ e e c 12 13 14 16 17 e 19 20 21 22 23 24 25 26 27 2e 2� C DOII 6 g b H)NI soulOZ q I ll� i;i�111 1111�111,�i� Il.11 ��ulu„i� ilal�l.t111.�1�.�l1�1�1.1-�11f..1.�.,lI.LLI�LIIII�II11TIf1111111111111111-1 111111IIIIIIIIIIillI�IIIIIIIIII�II Id1111IllI1.1111I11�III�..I1��1t.J�.l1�LJ�.�1►1�.I �L�lttl►_�ia�ll��11�.11.a�a.l.al.tl.i..111�I ' oz F bw h I 4 a. ARCHITECTURE PLANNINGANTERIOIRS + ------_- ------- -- -- - _---._--50'-b• TEL (503) 274-5432 { PAX (503) 274-0085 825 Nw Olisan St . Portland, OK. 97209 r 5 - 'O• :� FQ I 1480 �,A_ f. D" ORM LNI ,�� • I 84.1 I� _�, '�►' C� ofe I i t 4 _ a5 S ,4J 2 I— 7_ I 2I ! 2 I I - S4.1 I I 54.1 94.1 `fl 54.1 II i 3 2 _ * _ _ I 54.1 ' p. 4 -01 OL 841no F C' i �J Cl - yt 6 ('12f,' 04 B R C7^iTl�VliOl, 'C.� ! D BO G"' —L — — — — — T_ I I FOOTING SCHEDULE F, 5 - F„^•_5 -1 ��.G SIZE l.— J - � _ � 4xb r'.'. P05T WITH I � LO 1 2'•b” 5Q x 1,_C* OR O e tJ pI --- _ - -- - - - - - - - - -- _ - _- -- ------ -- w --� I T _a # dx$ P.' POST u,7-- t I Lqj 2 2 1 2 3 3 1 a O 3'-O" 5a x _E" PCOIW p-p ��—��1 p 841 2 54J 64.1 I I —' (uul ! I I ( I I I 54.1 I I ;t 4xb F T. "05' iA `� TC ROOF LU1 " I-^ I W I I W/O " SaRE►�O�EME'vTT' _..T ON Y bxb P.T.POST FROM FOUNDATION T 'CEJ/ i ! I 4x DA TO ROOF WITH C� 6 P05 SROM FOtJNCA C ROS .� ' 3 6 SG x I -0' FOOTING I z _ I I I I �, (L/ .4) •4 x 3 REeA.R EAC44 WAY! � -- "Ei a'6 .^,.0 Sri WA_ _ _ _ (� Q Y I I ! I I ON .x6 "'R-55AE 'REATED �1 5,8 ROUND 3 3 ( I I ( ! 1 4'-0 5Q. x ' -4' FQQTING r Tu, 5)•4 x:'�C"CR 3C�T5 • 4 D" C C. � �1 3 6" REBAR cAcN 3 � � WAYsOttOM 4 i 541 I I I 64.1 J � _ IL_ —J - - - - - - d, r� LL 1 Aj1 �-- -- — 84.1 I F.oL. ( I Iwued : - j I ; I I rt ( I i 1 1 FDL. r � - _- -------- - - � top Ill `9i 1--- --- --.__ --- - O,c h _ - -- — — — — — — -- — — ----t — -- ---. '- Job No, i WHO i Dawn b� KJN • i 2'-b" of u �i i U Cllb►d by t FAS m FOUNDATION PLAN FOUNDATION PLAN t OIL v Q �it �� 15885 SW 1161h Ave PLM1999-00209 11 of 29 t LEGIBILITY STRIP _ _ _ o' e 9 10 1 1 12 13 14 1e 17 1A 19 20 21 22 23 24 25 26 27 28 29 30 k I I OI 6 eI Lq 4 ! IiONI iylOZ O8' 1 ��.J,�J.i�.��,1�1„�,�.1L�1,Ji�,t,�i,a.i.i�,�,l_L�.Iii�i.il.11llll�.l.l.a.l.lh.l��l�l-i i�I�l..i_U�I t l�.�tJ IJ I l I I i� �1 I I i I i I;I i I I I I�►I I I�I i I I I I�I I I I>I��L,1.111�,>,�l i !1 l.I III.I!I I�� -III 1!1.1.1111 i I��LL11 t.1J��.1.a11 I I I��_ I I��,;'!'�:' ' i .1 + ARCHITECTURE PL.ANNiNOr1NTER10AS TEL (503) 274-5432 PAX (503) 274-0085 r 8Z5 NW Olisaa St . a- Portland. OR. 97209 — - 1 118' TONGUE A-NO GROOVE R-YWOOD SPEATI:ING i 6WALL BE GLJED AND N&LEC w"%-, 10d 6' 0r AT EDGES 10d AT 8" O.C. FIELD TYPica� FIRST FLOOR v 1480 / F.�� IBI e�.l I IJl � 1 I I I { I I { ?7RAN!ING LES END ' 5.4.1 i -- -- - --�--------- ---. z 1� j j I 9 1/1" Til WITH TYp c"` IBI I i i IJ1 . I6 OL. PRD 1 1 no _ _ _ _ IJP 9 '/2„ ,'JI W!TI-1 PRO 150 1 � 112" x II 1/4" P.S.L. I z CRAWL 5F'.:GE ACCESS o O . 1 LOCATED IN ONCE CLOS`- d i I I 1 � npn�ulpp LTJ iur I I IJI 1 I r I ; , 1 I i I I I I I IB; i Z _t_ — - -tea-- - - - - - - - - LJ Cm "-1-7---r -n a I i I I I I I I i I I I I L.2 1 I I I I 1 1 I Imued t � t T`"PICAL I I - I 11 i a Dme t 5-11-99 , �o�b NU t 91BIIIm t Damn by t TC%JACJN Cbeciled by t FAS N Dmwbe ZI& t " t FLOOR FRAMING PLAN FLOOR�'"Wj SCALE: 114" . 1'-0" PLAN U3 �' :• Sheat Na � r Q+ Q (1 15685 SW 116th Ave PLM1999-00209 i 12 of 29 LEGIBILITY STRIP 2 3 4 5 6 7 e 9 i0 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 CD l OI 6 Et L 9 b HONI 28 toe ' .�aa�U>(.�.L��h1�L��,1.GlJ�.J.111.LaJ.t��t,1,t.�1.LtJ�l�.l..1.l�ll��.1�Ia�Ll11-1.1.1I1L1IIIIIIIILIVIII!IIIIIIIIIIIIIIIIII!II�IIIIIIIIII�IIIIIIIIIIIIIIIII�I�II�III�IILIIIIIIII!IIIILIII)IIIIIIIIII��IIIIIiII�ILIIIILI��I�IILI(IIII!I�I111�LIIIIIIIiIiI111I�� Ivoz 0 5 ' r J / ARCHITECTURE ?LANNINOANTBIRIOA$ TBL (303) 274.3432 l3J PAX (503) 274-0083 • -- 1X6 { 825 NW Glisan St . 6X6 6Xb 6X6 �xb I' , �I 4 lottland. OR. 97209 061 I C9 0 480 \ \� / 51r1fx,,ON �55u12-06 ✓ )FTyPen 5LOF'EC AND StCEAl '.rED / ATr •' i aaArvCsERS T�-PIGAL E+4,.H JOIST tl1 p GOON 0 F ML V- A. 4X6 POST ' I X 1X6 W4LL AT LOFTvle _ -- T� 4. I I II II z NJ I i �iJ i/B" ♦ MB. / I If � \1 I U• 1 3 1/2' x Ib PS' I �. i ` t f 1 I I I1 I \ - ` ✓/ OC - .. . - - - I -4xk F05T (#) rig ki fm 0 �— 'Z] _ _� I 4 ti F C� - I - - r, 1 o � pCr- � -gyp I f i `P �� lIr1CJl ti I1 / 1 ^k 1 X !3J 1/9" ♦ MS'S.- � � �� I / I � x �1 I � � �--- I I + r I � I - !3 I/1_x I6 p5L I '___ - � I � `� U ►s. i 2x10 DF • ,b,. 0 ,. \ I (3I �l8 ♦ ME. I ® (') WI'- 3 �' 'ONGI.E ANC ��,' 15 ' I S '/4' x Ib P5' 1 GROOVE L- `XOC OVER w / 4X6 POST f1J 1/8" a M.B. I - - �1 X6.1 I Z Al "i , / or 4X6 POST- � 40 of r — 1 - bwed t Cole 1 _ / / i'� r✓/ ` i" --- 1 14" x 1" NOTC*i PER ROOF Reyidow : _- pT - ----- -• / �S0 .-} ------ -.- JOIx8T FOR VENTING '``P C�.L CC . I/I" xll 1/8" PSL -_ I 3 I/2" xll 1/8" PSL \�I - - I -+- bxE WITH SIMPSON ECC • 4W-- - — -� I _ -�-`\ I �- (3)2xb CONNECTED TO REAMS AND - _-__--__--- - - ---_!- - - --- - - - - -- - �I COL UMW Dm t 5-n-99 job Na, i WHO Dawn by t Tw C'hl&W by t FAS ►+ Dawka Tide t R®��' �R�i11AlI�1G PLI�N • BGALE I/4' i'-O" ROOF FRAMNG ftAN .1 . a n • J .• F t' vi p l. o a , aa 15885 SW 116111 Ave PLM1999-00209 13 of 29 LEGIBILITY STRIP 3 4 5 6 7 9 9 10 12 13 14 6 Is 19 20 21 22 23 24 25 26 27 2e 29 3C of 0L 9 HpNI ByIce _i IQ c � l.i1.L�I� i �t,IJ�.!_I_�1LIlIl11t�LLI�LIaIl...�JLILliI1ILI1lI1111�.11111111111111!IIIIIIIIf�lllilllllll�!1�1!!l11111�111111t1.�lll�l-I(11!I�LIIIIIII�111111!III111111!II �IIIII�lillllll�!LLL►I�IIIIIIIILIL�II�!IIIIIIIIIi1111� 1 oz t r i _ ---- 4 - —-- 1x6 AT ib' O.G. STUD WALL 54.1 / W TH 4x6 OR bxb COLUMNS PER 'PLAN FROM FOUNDATION TO ROOF • Irl" PLYWOOD SHEATWING -- f / -------- - k�a AT 6" O.G 1x6 STUD WALL - - - - Va AT 6" CC T6L (503) 274-5432 ' - 1/2" PARTICLE BOARD AT 16" O.C.— 1r1" PARTICLE BcArm PAX (503) 274-0085 -- 10d TYP 8a AT 4" OL. %ii PRO 150 AT 16" O.0 OR 12" O.C. 825 N p O 11 a n 8 t . r 1 1/8" PLYWOOD Tk5 PLYWOOD -- 7t--- 9 142" TJI w!rN PRO ASPJ 5EE FLANSEE PLAN ' Poretand. O . 97209 (i) •4 REEAR CONT. TOPOR._--(1) 10d TYPICAL 3x6 P.T. PLATE wlllJ -�" •';i8' 10" ANC1dOR - - SIMPSON !?T HANGER _ BOLT AT 48' 4.C. - J 3 I,', x „ !14 PSL. L 3 1.12"x 11 !,4 P5G 1480 r TP 31 EAC+a SIDE � � �•}_ + (4)8d TOP AND BOTTOM 2x6 AT i6" C.S. STUD WALL" - - + I •4 HORIZONTAL - -----��/// j G L'IT- 4x6 OR 6x6 COLU!"INS PER -` FOR POST SEE FOUNDATION PLAN / a- PLAN FROM FOUNDATIONTO ROOF I I ------ __-.._ "I� TP 3" EA.SIDE WI?N - GG I=OR POST .--_ i - I (4 i 8C E A 510E TOP AND 60TTOM / . I � O�►v SEE FOUNCATION PLAN r"---- 2x6 PRESSURE TREATED PLATE WITH I x •4 REBAR AT lb'L-•— O� 5/8" Ct x 10" ANCHOR BOLT I O.G. VERT. I --- AT 48' O C Or- 0-6 �`- -- •30 PELT TYPICAL - `'--- 4x4 P.T. "OST ONCRET 30 •FEL'E FOOTING u11TL, p" •tel 1L •�2/ 4 CONTINUOS TOP AND BOTTOM I � •• ,�' .- 04 a 24" O.C. ALTERNATE U 51-4APED /2 04 FR-FE34R CON?. 504"?O*'1 I 0 Al LLI C= o MIN--~_ ,•� �•� Ic� 5Q. F'GS. SEE PLAN cd »; O NOTE: 1/8' TONGUE AND GROOVE PLYWOOD SHEATHING 5+4L,- IyJ { BE GLUED AND NAILED WITH 10a AT 6" O.G. AT ECGES, n (� 0d AT 8" OL•. 1N THE FIELD �FF FOOTINGS DETAIL 3 I" - I .0" � �� •k SCALE! CONCRETE WALL R- CLE BCARD CRAWL SPACE VENCWIRE - \ CRA ESN ' G4�.VANSTEEL ZED -� / Z o AREA WELL Fi CORROSION RESISTANT n---- � � �WIRE MESHW'TH FRAME -- -_-.- T .IQADE LE'✓EL ---- 3/8" ROUND 4" --- I _ --.___.___ � 10d A o" CC y - =� ---} -- i GALVANIZED BOLT ! EACH SIDE, TOP AND BOT 0C , I _ PLAN - ---- Til BLOCKII � -- - - -�-- v6 GAL � AREAWELL STEEL - -- ------ REBaR BEN? DCWv AND - ----�-''` � u►vDER VENT OPENINGS ------- --- -� - -r '2,) IOd EACH BIDE AT EACH JOIST Lard =NOTE" � 1 VENT OPENINGS LOCATED MID POINT BETWEEN VERTICAL REBAR, SEE PLAN _ 31/2'x 11 1/4" PSL. (` 4 CRAUJL 5f='ACE VENT DETAIL f SCALE 11/2" . I'-0" (4)8d TOP AND BOTTOM OR I AT BES"! SPLICES ZE TP 5" ;WITH (6)8d EACH SIDE -' _ P.T. 4x6 OR 4x8 POSTS --------_.- JN I I SEE PLAN PRE66URE TREATED - - -- - _ .. ---- - - (2) 10d EACw EIDE --- -- -- - - --- 1x8 P.T.NAILER BY C' WITH (b.' 10d CLIPLEX NAILS DIM 5-I1-99 Job Na I °.1611® SIMPSON "'8566-- (WITw NAILS ONL"F') Diewn by t KJW s t I by l SEE FOUNDATION FLAN -� rn : FOR REBAR _ Dowing Twe t ---_ sEE PLAN— - -- --- FOUNDATION DETAILS -----t --- - - In 1 . i I? a I I I I I .__ ._. NOTE: 81reer No u I I "� 11/8" TONGUE AND G9V0VE PLYWOOD SHEATNIWIa SHALL N nit I BE GLUED AND NAILED WITW Mod AT i" O.C. AT EIX3ES, 10d AT 8' OL. N THE FIELD SEE FOUNDATION_ 4L € 15885 SW 116th Ave PLM1999-00209 FOOTINIs DETAIL EFT, 14 o1 29 2 LEGIBILITY STRIP _ 3 4 v B s Ip 12 = IA 1`+ c. c 24 2 26 2l E i ZI I I OI 6 9 I g HOWsulOZ o e z �lilllill-111ILII,III-IIIDfIi ►).IIIlIl1.IJLLIIIIIIIII!IIIIIIIIIIIIII�! !L111�I�111�1�111IIII�I�I�I�I�1�1�1�1)f�lllll IL�1�1�.111►�IIII �I�III I,I;I.I,I OOF 4 1 A PLATE 5" x 5/8' x b 1/2" 6" 5/8" PLYWOOD � K I2.•xl%'x0' 10" PLATE '1 lA" TV W17W PRO 250 24" OC �— _s bbl � COL, PLATE 5" x 1/4 x 8 - -- ----� /� EACH 51DE WIT" �� _ 0 / (2) 1/2" ROUND MB i — T,;I BLC(.tGNG WITH % t 2-2" VENT +-TOLES ,- I % 5 V4" x Ib' PSL .,�-� - --- -� :. -- 0 : 1'` ' " '� �` ARCHITECTURE PLANNINO/INTBhIOXS t20P AND pT� � 8„ C.G. 3 !/2' x 1(o' NIP BEA"15 - `� --_ TEL (503) 274-5432 NCTCN s PLATE CONNECTION WITH \- 'YP. PLATE 6" x 1/4" x 10" (2,'H25 SIMF'�aON, ONE EACH 51pE 3/16" PAX (503) 274-0085 PLATE 4 1/2" x 3/8" x 10^ 825 NW Olisan St . Portland. OR. 97209 'SD ARS, NIP BEAM 4 DETAIL RIDGE BEAM DETAIL t ago� �r , �+ BEVEL G:T TOP OF — aORT1.4111, OREGON Q'' B E A'•"5 FOR ROOr- -- I:,,. �*, Gt`SS OF ° (A,1/8 ^"B - -- , no 4" r�J 0 • c z , 51DE ELEVATION LLJ ry 0 >: jz DAP ONLY TO .:C�ODA'E FLAT ' 1 , o 3 '/2 x 43 +'SL. roi \� \ (6: 'bo E.:Co-4 51DE x16 114"' F'SL T'r r- ,\ bamd it 2 NIP BEAM TO RIDGE BEAM DETAIL 2" VENT &PAGE 11 IB" TJI WITH -- \ 8d • 4 ^.0 a PRO 150 • 24' DC Til BLOCKING WITH Dace : 1 .-2 'v1EN1 -40LE6 • �.,\ \ job Na : Salle Daimon by i KJN �� --_-- -- Ibd 0 8" CL. Chad by s FA6 Dmwle8 71& s SIMPSON VPA CONNECTION ea • a' me GOOF DETAILS WITH (2) Ibd EACH TJI — a •• -- -- 1/1" PL Y11000 NQ 4 VShM 'S c u0 o 15885 SW 116th Ave. PLM1999-00209 4 (3D ff TER AT UJALL 15°' z9 i �T LEGIBILItY STRIP 2 3 a 6 7 8 9 10 11 12 13 14 18 17 Ig 19 20 21 22 23 24 25 26 27 26 2z zi I�Lah�10.I��11 �;l�:!.Il.i�hl!IIIIIII111lII�II��IIII�Ii!Ilili�i� � 4 TISOU25 XI HOW I C D I�III1�111III1�I�IIIIIIII;'; 'I�IJ�II�IIIILLIf1�1!�IIItII�IIIII!IIIIIIIIIIIII 1111�!I!1�111!IIIII IIII�!III�'� OF r � t �E C.� go 00M 1 lump" N 00 I � N ✓^ M o J N Y •� W Ld a O cr (14 Lj Z OPE I1QT Y 105 OPERA 0 104 OPER 0 103 HYGI E 102 HYG1 101 �� J M 0[ �n 0 ,n i 4 o - ( l h, PANOR� � l` - - - - - i hl la STERILIZATION 0 y ROOM DARK1 1 8 ®® LABORATORY I I 110 I� 4' 109 ' r - PRIVATE OFFICE ` I I {{{ I - - - - - F- _ _ _ _ _ _ _ _ _ -- _ _ I rWS(DRAWNW AMD fPICVIC 70" 106 `� L _ _ _ _ - - I I I I I 1 v of THE FROM"a rATTen"m � ' - a DIMTAI COYMNT AND fW UK UwRo TO A 3fl'C/m►R"CT TOA tit 4 0 pinm CR o[RSONA MAl1I0 HMO" roe TNI Caocrrmocfm or OIL RAw- 7 _ Q RID OILY.AAfr we OR RD11O0UCMMf - 00 3N STORAGE I BUSINESS OFFICE l '\\ _ ,L,Of W"0"Waft An sT.�T�� 0 V. / 1 LL nm ftwa co nrna/!TM m -1 —.- 0 1 1 7 W E wMCr.Woc.rnmCw o�clwDln sNAIA 9 STAFF LAV._ ��_ \ N / �www"On �"'`� Ckay"S OW.L de NMIOMT 101m 107 \T"Wnm OT RAITU"m WWAL Cowwft ma TO nit OOIM[Y naw TATFi of 4Tl wm.TK COMAAVW emu SOC ERS PATIENT FILES CLOWIXT "Isc.■onru AC 0 \ A MMY au�tnaln AM R[p� ti Do 300 S0. T. SECOND ��``((�H� Ir,(� (� ,q Cv BUI U WO (� g� ULIGUV IJ QLa �y��o4r�� ItZ111�110a.611�IRJ�Ii IY�I(� M CO11CitAC7O11 fIW<COV6T•1111 — ��=-_ �, CONSULTATION I FLOOR S ORAGE o mm TnATL go an oDoas' tEFIN 111 DD OWO RO o S �'��G�G[ MOS D.D.S. �ro T��a».TRIxTlolla INIpU�PE'>+ACA, N f (� , FRONT DESK 1 16 LEXTkK.w SHER FIRE CABINET '< LLOOCCJJ �. GUG ST CFdCOO fR PLAN • OCALE 11/4'ef-01 2472 80. FT. STAFF LOUNGE 108 1EQtD1MEWT LAYOW A SPACE PLAINWO ®V o STAFF ( � PATTERSON DEWTAL LYf OGC. F °} M E C H. RNACE ` GRIEG BORES ADOM CHUNGLL. .. ENTRY ROOM COWUTER DERATED BY KATHY SONO A Gaels CHUNG 113 nf:Au CESSIBLE 2N UNISEX LAY. O ° �� 114 ' ° ° "o" w � (� o RECEPTION AREA 1 15 0 0� m� wr OL0O O O ENTRY 0 0 0 0 0 0 0 0 .... DATE: 36INAR MIM 8MET W"X Joe: 2m DATE REVISED t DIIEss LAVW M !. SAL CAwlOe'TIiY y s. suOP11111= CUJI es PLAN s. WOUR AL KASAO leo F"W S. DW IL ARI l!'I.AN a. NWAL VAcUur KAae 7. OONMT PM L MACTIl M PLAN s. ter. emms PLAN SHEET N 0. 90. Taw "J#A a, Im CO tATWIN Isrs"m on" 1!. M►sIC sraTlll R." IL 0110110A C WTHUC'TWIN VIC$ 15885 SW 116th Ave PLM1999-00209 16 of 29 LEGIBILITY STRIP = 0 7 e 9 0 1 12 13 14 18 17 16 9 20 21 22 23 24 25 26 27 2e 29 3. v c I O1 6 B $ O HAW tVIOZ 1 ;l � -1.u�111i1i�.Ililil�li� IlIII iIllIliIII i Lli1illll1lllllll,LlTiIl!IIiIIIIIIIIiII�iIIIIII!I�illllllll�llillll)iillltlili�-I��li!ili�llIlIlll_III JII!111�111i1�1 ��l�l��! OF Y 00 0 M r•-•r 1 f ONO M D F� C U a.J N on a , z 14 cd v 0 I G CD LAJ QO L`' z u g ' M� uO .,., ... I\ CL 1 3 t (44 J I 1 �5,) CARPENTRY LEGEND L - t.3) _ 1 MECHANICAL ROOM. PROVIDE INTERLOCKING THRESHOLD AND F -1 WEATHER STRIPPED METAL DOOR WITH DEAD BOLT LOCK. - - - - - - - - - - - - - - - - - - - - - -- - - INSULATE ALL WALLS AND CEILING. USE SOUND BOARD ON ALL TWU 0"ARTMCS ANO].ccTRUT10NS WALLS. VENT TO OUTSIDE WITH THERMOSTATIC CONTROLLED ARE TNS MO/CAT/Of Pl%rn11R0" DENTAL cowo T AND M USE UMfED . TO•SMCWKD MOIICT FOR T"C --- FAN TO PREVENT HEAT BUILD UP. F'� 'Oc t ADNmiok MO OKY. iWl'USE OR KPOODUMO" Of rHM DLI"NW ME RMMY 4L 2 PROVIDE INTERLOCKING THRESHOLD AND WEATHER--STRIP DOOR. rD01�TCD UR"OTTMRRRT[11 A rtRrrsagN a rATrcRRON otxr.L PROVIDE CAULKING AROUND CEILING FAN IF NECESSARY. DARK TAKE INC �e"ownaft- fY(f y. IC WO IN sou DIN- INSIO 4"M 04AU.a vLirM ON p ROOM MUST BE 100% LIGHT PROOF. MM�Dun.AwcocWoMnoR 1 c"hoon a&"a @no~TD TM ATTENTION Of►ATT174M DCNTAL COtl►.NT I ON TO M CCIN["C ww - I ANT RMT,M L AU CUM ? K R1 1' K aroIglDL[RM tune"T I 3 2" X 12" X 48" BLOCKING UP 84" TO CENTER FOR PANORAMIC *MMoffamIn.CT.KCo I .torr DrlRrus>t,Ne aaARro i X-RAY ANCHORING. mEf�.�RE.. TTI[COM =SWL 0%ftY"ITN i ALL WAX AIO art COM. flRfAIN O To M CONSTRUCTION of f t no NOdECT. p I 4 FRAME AND PROVIDE 16" HIGH X 12" WIDE THICK MINIM X-RAY WINDOW. UP 54" TO BOTTOM. a 5 FULL HEIGHT WOODEN 2" X 4"'s ON 16" 0/C WITH 2" X 12" CROSS BRACING FROM 42" TO 66" FOR PLASTER Q BIN. �® O 01 017 .N y =W W� =.J4 IFORS7 FLOOR PLAN W� KALE I/Voll'-0' 2472 s®. Fir. w i DATE: 26 MARCHIN9 Joe: 2472 DATE REVISED t 1 1 - m SHEET N0. a a 15885 SW 116th Ave PLM1999-00209 17 of 29 LEGIBILITY Tr�1� _ - _ a 9 to27 28 29 3e �3a 'I ,j'f1I,I1I OI e 4. S 17 e �7',I so25 X ul O? 1111.1.1.1. LLQ .l j 1!I I I I l I I!I i 111 i Lil!ill!illlilll1lll111lllllll111111111Tillllliillll� !IIIIII)ll.l1.111111111111.11111111111111111I11I,1I11.1I11.1�(�tlll.11.1111111)1,C D 4 AN sm U 00 OD ►-y w R� I 00 �^ N r' 0 M C L O r�. • CL I" cWQa (L N ¢ Q o � z O , +`► Q W � 24" X 48' CEILIP G TILEI zZ g 9 Itn I I M OC U-) O a I _ I , 5/8" GYPSUM WALLBOARD --- CEILING S/8" GYPSUM WALLBOARD SUSPENDED CEILING LEGEND -- --1-- - - _ 1 CEILING CE LING TO Bf ,24 X 48" SUSPENDED CEILING TILE WITH METAL T' BAR SUPPORTS. INSTALLATION TYPE. ____�------ � 5/8" GYPSUM WALLBOARD I DIRECT HUNG a SUSP NI I� E SON SYSTEM, A5 PER U.B.C. 24" IX 48" CEILIN TILE CEILING CHAPTR 47, SEC.4704. NEW CEILING HEIGHT TO BE w i 9'-0"_ AFF. VERIFY ON THE JOB. THM ORAWOM AHD s1CCt4CIr*n RC ATHE POOPSM or PATTa tOH C41C0 I TO A S► lPRO=?fOQ M rcRsm OR PCRxra wlrco"atom ro THC CTTAfSTRKm OI am kao- RIO ONLY.ANY m OR womiCTpaf • OOP�� ! O I I 4" X 48" CEILING ILE or ac mWW""AN oldw,LT f I pooLrrtD wwmuT TRat RR81C11 I[omSION OF PRn[n0R KWA►-j an-ro,W,w9mck 01111,11011111111014_ TALC POM1914CC OVSR SCALY S•L- 1 0610107 40 sou K VIM=0R AM 90CREPAIIIIIIIIIINS at ATTortnH or P4"craw torte I CO~PR)OR TO TUC Comma C(I<!rt 5/8" GYPSUM WALLBOARD G�� ! a CEILING K pro. """ 00 w ( A `u" o Rim_ e z OCRI►0r W ! ALL SEAT[AIS cm CM& LA U FMARON TO fM COOKIN TfOR OF "a PRo�ct. 2 " X 8" CEILING TLE i `1 1 1 1 SUSPENDED CELOM PLI&A -�_- 2 X 44" CEI NG TIE [FORST [FLOOR PL�1° H �A 24' 48" CEILIN TILE - - - --� - `/♦ O�PQO �oPQO - - LL n co aw j 24" 48" SECO D LOOW CEILI n TILE 7JI �(l) ❑ - . a A DATE: Zd MARMI9M 1 JOB: 24M DATE REV13Ep SHEET N0. 15885 SW 1161h Ave III.-M1999-00209 1801 29 d LEGIBILITY STRIP - - S6 7 8 9 10 11 12 1314 16 17 18 19 20 21 22 23 24 25 26 27 28 29 '.C' + I i 01 es iP O N I BI O Z CD i H !,'.� 1.�1�1. 11i1a111��11i1,_i, . �.1111.��.t.!.�-�.11111�L1�,I�11�.Iia.�1.Ll.ll_II�I1.a�all�IhlIJ11LIIiI! �III�III�(�I�I�It1��I�IIIII�I�III�LIII��111�(�II�_ILIIIIIIi�IIIIII�I��IIiIII�II �I�I�IIJ�I�LLIILLI� IILII-IlIL11�L1(III�IL�I�I�I�Ii! I oz U 00 ao I N Oo N M C/) 6-W •••r J •..r W a U CL r - --- ---- — --- — _� — — — — -- —_ C/] N XN 0 Z I NOMINAL PLUMBING LEGEND 201 T ...•....•.. PROVIDE DENTAL VACUUM PUMP PROVIDED 8Y PDC. PLUMBER TO PR :.. �2" CO T V R ff wz 1 LD WATER LINE WITH GATE VALVE. EDUCE TO 3/8 F P AND TERMINATE UP 20". PROVIDE 1 —1/2" WASTE LINES OR Z ' OPTIONAL FLOOR SINK FOR VACUUM WASTES PLUMBER TO g DE AND PROVIDE AND INSTALL PROVIDED AIR WATER SEPERATOR M 0� •. RUN 2" SCHEDULE 40 PVC. EXHAUST LINE TO OUTSIDE �a • ...... . ..... ..... ATMOSPHERE. ' 900 2 HOT WATER HEATER LOCATION. (VERIFY WITH THE CONTRACTOR IF H.W.M. IS TO 3E- GAS OR ELECTRIC). 3 PROVIDE AND INSTALL CHROME COLD WATER SHUT OFF. (1/2" TO 1/4") UP 44" FOR MODEL TRIMMER SHUT OFF. REQUIRES RP DEVICE. N i -- 4 ELKAY LK-2219 SINGLE COMPARTMENT TYPE 302 18-8 GUAGE R - ---� L 0 �— — - S.S. OR EQUAL SINK WITH CRUMP CUP STRAINER. ELKAY . LK-4123 OR EQUAL SINGLE LEVER GOOSNECK FAUCET AND 3 4 Sj l ( d 1 AERATOR RETRACTABLE SPRAYER AND HOSE PROVIDED ,J AND INSTALLED BY PLUMBER. 5 PROVIDE AND INSTALL ZURN MODEL 2117 1 -1/2" S.S. PLASTER a TRAP OR EQUAL. TEE WASTE LINE (DISHWASHER TEE CONNECTION) f ABOVE TRAP FOR MODEL TRIMMER. 1 - - - - - - - - - - - - - - - - - - - - - - - 6 "\ ROOM DIVIDING MODULAR DENTAL ISLAND SINK UNIT. SINK AND T}*sE DRAMOWS AND ORECRiCATIO" �-- FAUCET PROVIDED AND SET BY PDC. ROUGH IN AND FINAL HOOK ARE TIK PRoPERn OF►ATT[Rldl 4 DENTAL COWAIIT AND THE us[um"O UP BY PLUMBER. PROVIDE 1/2" COPPER AIR LIEN AND TERMINATE TO A 3KC01ED F*"CT TW TME I WITH MPT. UP •1-1/2" WITH COMPRESSON SHUT OFF FOR AIR perx"a PERSON$NAMM"Wom ACTIVATED FOOT PLATE. ISLAND SINK REQUIRES LOOP VENTING. fW THHEONLC0"�'� TI"K ",�,ONEDu�'o-D ING• SEE MFGS. TEMPLATE FOR DETAILS. or 1ME9f D&WW=ARE SfOMT .RaDrTee+NIILKlT+►a..nTrM T+ETOROfIDM W IATTEAWN DENTAL Y IUMT,OIC.WOMEN ONMIS MS!MALL TART PIK/EfETIC[OVER o'A•r Do- 7 MODULAR DENTAL SINK CABINET. SINK AND FAUCET SUPPLIED EN ONIANDINALLKVVW=OM • BY PDC. ROUGH IN AND FINAL HOOK UP BY PLUMBER. PROVIDE TME JODWE.ANY oaavwcn DR I —{ 91 1/2" COPPER AIR LINE AND TERMINATE UP 1 -1 2" WITH �M'O ftrM* KWAL"` - EE� COMPRESSION SHUT OFF FOR AIR ACTIVATED FOOT PLATE. CO~�TO 911 Gomm9memm or AMY row[.THE com"mCTOR smu IL11 K MON)NOME MR YL CUOMO — I MKXCAN 410M AC ACCfOR- tE AMW OYNUM AMD RfQ MRo 8 COLD WATER HOSE BIB AND 1-1/2" HUB DRAIN UP 20" RwAnawPoNo cam.. y 4 I FOR PROCESSOR. w nC01n"' �, '"""' i BRIAN"TO UK OOMOIOYCIpM W TN!TDOJtCT. 9 HANDICAPPED LAVATORY SINK WITH THE FAUCET BY "SYMMONS" (OR EQUAL) MODEL S-60-H. 10 HANDICAPPED WATER CLOSET, CHINA, WHITE IN COLER, BY r�� "KILGORE" (OR EQUAL) MODEL 110. w/ 9}-- p O _-- - — NOTE: U. ON �� PLUMBER IS RESPONSIBLE TO SUPPLY AND INSTALL RP BACK ZN FLOW DEVICES AS REQUIRED BY LOCAL CODE. ONNI (,o CC) z Z _o j m� �a ' 0> " U Nu) J© F9R67 FLOOR PUH $CAL( 1/4'a1'-0' 2472 s®. FT. DT, f ti DATE: 26 MARCNIYOQ J09: 2472 DATE REVISED e. 3 ' SHEET N0. . 1 4 a 15885 SW 116th Avr PLM1999-00209 19 of 29 LEGIBILITY STRIP 5 s e 9 10 11 12 13 is 16 17 IA 22 23 2a 25 26 7 28 29 30 f 01 9 s b e HAW sOi oz �i_�i.��-Ii,J.I-1�L�11�.1,-11..L�.I�..I�.LLI��111�I�I�IIL�I�I�I��i�I�I�I��I�I�I�I� �III�I�I�ItI�IiI��I�I�I�I�I�.I�III��III�I�II��I:L�IIII��I�I�I�I��I�IIIIII�IIII�f�Ii�II�.I�LI,I� �IIIILIII��Lil�l '�I�I�I�iilil oa f 00 00 00 N ,� O L .^ Y • � '(rr w En W 1 _-- -- --- — — — --- - — — -- a O 00 m C� V) cn � � w w1 a'r Z 1 Z Q 4 - V) ►- EMn U 1 I I _ 1 +20" 20 - - - - - - - - - - - - - - - - - - - - - - - - - - THESE DR/MRN:S AND 5►[CIFICATN]NS a ARE TN1 PROKRT'T OF PATTERSON DC41AL COMPANY AND T41 LIU LMT1D TO A SP[CIFI[D PROJECT FOR TNF PERSON OR PERSONS NAMED N[R[ON FOR TIi1 CONSTRUCTION of ONE OWLD- NO ONLY ANtort OR REPRODUCTIONS *•. OF TNM DRAIR"m ARE STWFLY PRONIRInD rN1N0UT TW wRm[N P[R►NSS*N OF PATYERSON DEA14l ' TAP[PR[F1W[ l OI[R SUIT OIY- SUPK1,INC.w2m["OIM[IF31aN7 SNALL IK 7 DENTAL AIR LEGEND `THE m V$MY D M�o cFMNacs fNUL K RRouoN+To Tll[ A"LNY*N OF Ph"L*30N KNIM 1 AIR COMPRESSOR. 1/2" I.D. COPPER AIR LINE. TERMINATE ALL COMPANY Pit"TO THE COMMENCEMENT OF ANY Waft.TK CONTRACTOP LMLL }J1, LOCATIONS WITH COMPRESSON SHUT OFFS UP 2" ABOVE FINISHED «as.oNaOEAroe ALL cu.R[N• FLOOR UNLESS SPECI:7IED. AWNCA"R"A"EtWl AC".ACCVM- AWTY QUORM"AND KOIID[D RACFUS.oW PR1vO1nn. RUN 2" PVC AIR INTAKE LINE FROM OUTSIDE ATMOSPHERE. OIL 7ATCANDC111Clas OI:S. wTTN . AL STAT[AND Clt♦COOS, TERMINATE TANK ROOM UP 60". P[RIAYINo To THI CONSTRUCT*"Of TNES PROJECT, LOCATIONS WILL BE SPOTTED AND MFG'S TEMPLATES PROVIDED BY �- PATTERSON DENTAL LAYOUT TEAM. 1 PROVIDE 24 HOUR LEAK TEST AT 100 PSI WITH OILLESS CLEAN AIR j OR NITROGEN. 9 INDICATES SHUTOFF. LL �c ?N Inc z mW m Wcc r, 24 � � 0(j) . Q zy CONP 1TER GENERATED BV LATHY $®RGA c • DATE: 26 MARCHIM JOB: 2472 DATE REVISED } 0100 s SHEET N0. , 15885 SW 115th Ave PLM1999-00209 1' 20 of 29 LEGIBILITY STRIP c 13 I4 16 17 18 g 20 21 22 23 2.: 27' 2- 29 29 30 9 01 6 g b ��i sulOZ �1�1a�1 1~i1��1�1 1 ,u1 -1.11 !�Lu,u�iii._1�.1-I�.IIIIt IIIIILIIIIIIIIIII I11111I'dIIIIIIIIIT,IIIIIIIIIIIIIIhIi 1hl111!II! I'' !1i1111I111111111 Ia.1.J1a.1�.�L.I�.IIl.1.L11�1�1�1111��111i�Lt�.a.11Jl.l_!.a.�1.1.�1t Boa A Y 00 aa 00 z M 00 (V 1- M a !' <1C o ai f7o JZ � 0 � W 1 W � o w z Z g Ln O t\ a 1/2HRISER TYPICAL 1 9 I 1-1 4"� i j I I - 0 1 VACUUM LEGEND +20' a USE ONLY SCHEDULE 40 PVC OR COPPER IF REQUIRED BY LOCAL CODE. 1 -1 /4" MAIN TRUNK LINE, SLOPE EY10 FEET 0RUN OID THESE ORAWMS AND S►ELIFICATN JN5 RTHEMTv ►ATTERSONLOCATION. USE SWEEP OR4SDEGRE FITTINGS AT ALL AOf DENTAL OY►ANND THE USE U1aITED -- — JUNCTIONS. AVOID 90 DEGREE ANGLES WHEN POSSIBLE. TDA''ECSC'`°"T°JE`T f`J"THE PERSON OR PERSONS NAMED HERPON TERMINATE ALL 1/2" RISERS WITH 1/2" FIP. FINAL nc aaY.COANNY'USE 04 RRRODUCnONS Of THESE ORANINOS ARE STRICTLY HOOK-UP BY PLUMBER. PRO/RMTED wrnfw TIE W"YM" KM nS10N OF PATTERSGN Dara SUPPLY,MC •RRTEN DIMENSIONS SHALL TAPE Pf rCK"CE OVER SCATS OIN- . ENSIONS AND SHALL K VERIFIED ON M IDR SITE.ANY DISCKPANGES OR - — SEE ATTACHED MFG'S SPEC SHEET FOR MECHANICAL 04ANOES SNALL K RNOUGHT To TIE AnENTTOII Of PATTERSON DENTAL __— ROOM LAYOUT, PIPE INSTALLATION AND GRADE. 0060""►RNMI TO THE COMMENCEMENT Of..ICY oORA.THE CONTRACTOR SIMM K ITEIPONSKE COR ALL CIMMENT ►Y W-M OMMIKOWS ACT.ACCESS- 1 MECHANICAL ROOM. RUN 2" RACfcnOS1 R[VPVC EXHAUST LINE TO AMITYw PINEVIEs AND KouPEo I� \\ ENTERS. THE OUTSIDE ATMOSPHERE, TERMINATE UP 60" FROM ALL Scat�attsfCOOiS.. w°" S FLOOR. PERTAIN"TO"a CONSTRUCTION Of 4 THIS PROJECT. r • INDICATES RISER. p�1 U. n ` N c c z #, =)� f�0 m W UJI cc 214 O LL> 00 J O (� m Z X: EOGs FLOOR PLIAH Lu SCALE 9/4991'-011 2,472 30. fF7. � C069P4DTER GIENIERAVIE® BY INUTHY ISOFNIX i+ �U DATE 26 MARCH1999 ,I Joe: 2472 DATE REVISED E SHEET NO. �w 15885 SW 116th Ave PLM1999.00209 21 of 29 LEGIBILITY STRIP �4 Is 17 16 19 20 22 23 24 25 2F7 28 29 30 CDOI 6 g V, .0, suIU7 25 X �,Illa�l .� ��Ji„l�li.I.I�,�,.,a��. ��1J�.1.11al,. i�;, t_I�III IhIII!Mil;iIiIIIL�IiIII�III�I�11TIIII III III III IIIIJ.ITIIIIIII111111111111 IIIIIIIIIIIIIIIliII111111111111I1I1JI!I��I,11.11 11111.1Li.1�11��.tL►_I.Iltl.►11.1�1�1��111Jl.lal_�.hII11li IT oa �. . I r t. °° 00 QDM ro. N 00 N a Cb V) O 4-1 Q W 1 W CODUIT LEGEND Qo .... ..... ALL CONDUITS AR Q ,J E 2"PVC. USE SW P I w ` ANGLES! z I GS OR 45 DEGREE ANGLES. AVOID 90 DEGREE TERMINATE WALL CONDUITS BELOW FLOOR. .. CONDUIT RUNS WILL ACCOMMODATE F TURE CAMERA, Gr COTERAND LOW VOLTAGE WIRING. � C) \ r- a. +20' +20" 1 t I +20" I - - - - - - - - - - - - - - - - - - - - - - - - TME& DRAWINGS AND SPECtf1GTIONS APE THE PROPERTY Of PATTEWON DENTAL COMPANY AND TNR UfE lR■T[D L. TO A SPECKLED PROJECT EOR TNF PERSON OR PERSONS NAND NEREON FOR THE CONSTRVCTION Of ONE PJKD- ING ONLY, ANY USE OR REPRODUCTIONS ON TNM DRAVRNOS ARE STRICTLY \ I PRommmo WITHOUT INE TIRITIlY1 PERNISION OF PATTERSON DENTAL SUPPLY.RIC .,L"01119III&M S SMALL TAXt PY/Rf ;.. \` I (NSNS IOANGSNALL BE VEMIO OM INE JOS LTE.ANY DISCROANOIS OR : CHANO(S SNAu RE 200~TO THE ATTENTION Of PATT(RSON o(NYAL COMPANY PRIOR TO TINE OOYI[N w"T -1 d ANr Mit.THF CONTRACTOR LILLL N 01SPON11ML Me ALL CIRIRFNT AMERICAN DISAINUUM ACT,ACMS- , NRJTY NAROEum AND MRINRo TILE CONTRACTOR SHALL COMLY'ATH ALL STATE AND CITY C009S. ' P%NYUW0 to TM CONSTPUCTON OF Tws P§mCT. I. U. ■ O 00 y ZN J� Z Lu 04 LL. Oct) v joy ❑ o z a� iCALE 9/4'BUT=®' 21472 ea. FT. COWPMTER GENERATED BY KATHY SCRX 4 t 1t fl1 1 DATE: 2e MARC41M joe: 2472 DATE REVISED SHEET N0, 7 15M SW 116th Ave, PLM1999-00209 22 of 29 LEGIBILITY CTRL' - = a i6 i7 e a - C 3 Cy 25 2� 230 i 01 E; 9 b tr �Ni sulUZ $ O � �►l� ! ►,I�.L�, ,��; 1�.1�1�a.� l�Ju ;i�;_Il�l�lilll�lil�:�i�illli�!�I�!�Iiliil �l�lll�l�l�i�l�l�i�l�l�ill�l�l�l�lll�l�l�l�li!�I�I�I�I�I�II��I�I�l�lil�l�lll�l�! �i�.( (IL�L�I�lll��l!�I�ll!�I�f��!��! 06 ti tiNylry y.: 1 r" U 00 00 M N 04 c2 `LJ ' � �. � Q r —— -- —_ _ ��—=---� --EEC _1420" -- +20' ^ O 5 V) ELECTRICAL LEGEND w w <uQp � 1 DENTAL COMPRESSOR. 230 VT. 30 AMPS. PROVIDE DISCONNECT PANEL +38 _ 1 �� / t• \`� 38" UP 42". FINAL HOOK-UP BY ELECTRICIAN. tf. �� 2 DENTAL VACUUM. 230 VT. 20 AMPS. PROVIDE DISCONNECT PANEL UP s , 16 15 42". FINAL HOOK-UP BY ELECTRICIAN. 'n ti I ,� ! �� ✓ �� 3 REMOTE UTILITY SHUT OFF PANEL. ROUGH-IN BOX SUPPLIED BY PDC. � a `,\ / ,`L, ,,I: \ r 1' I ,'L� �Cyt. 1 t PROVIDE AND RUN SIX NO. 18'S TO VACUUM PUMP, AND THREE NO. 18'S TO a �7� h�j' +20" Mw COMPRESSOR. 1 x-(14q i 4) 4 HOT WATER HEATER. 11 , ,. 5 PHONE BOARD. (13 ( 3) �) �) 6 FURNACE. - 13) 7 COMPUTER STATION. 115 VT. DEDICATED CIRCUIT. 1 --- — +20 +20" 8 115 VT. 10 AMPS. DEDICATED OUTLET. +44" - -+44" 7) ; 9 115 VT. 20 AMPS. DEDICATED OUTLET. ' ! +44' - +84' I 10 115 VT. 12 AMPS. DEDICATED OUTLET. 44" 8 FAN _ I 11 DARK ROGM SWITCH TO ACTIVATE SAFE LIGHT OUTLET. UP 84" AND +20" _ +44" 1 12 ACTIVATE OVERHEAD LIGHT PROOF 150 CFM. EXHAUST FAN. ?) PLEX +20" +44' 12 PANORAMIC X-RAY. 230 VT. 15 AMPS. OUTLET UP 32". � 36" +36" +36" 13 X-RAY REMOTE EXPOSURE STATION. PROVIDE RECESSED 2x4 BOX UP +20' Jam-" (9 - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - BY _ _ 54". RUN TWO N0. 18'S TO DESIGNATED X-RAY. EXPOSURE COVER PLATE BY PDC. FINAL HOOK-UP BY ELECTRICIAN. INEM ORAS AND 7HCNIGriONS AR[ TN[ 1"KITTY d PA"ERSON +20 +60" +44'( DENTAL CDWANN AND no Vu L"no �( +20" 14 MODULAR CABINET UTILITY CENTER. 115 VT. 8 AMP FEED. LEAVE 24" 10 A SMCWI(D MACT FOR TN[ +20" +20" +20" PERSON OR•[RSOIIS NAMED"WON SLACK. FINAL HOOK UP BY ELECTRICIAN. fOR TN[CONSTRICTION Of ON[RNLD- RO ONLY. ANY uu 6R K"ODUCYIONS d TN[f[DRAVIOM AR[STWILY +20 7 15 MODULAR DIVIDER CABINET WITH X-RAY PASSTHROUGH. 115 VT. 8 AMP. rf�rtD INTNDIn rN[■11f rfN +20 FEED FOR CABINET POWER. 1 15 VT. 20 AMP. DEDICATED FEED FOR PERMISSION d„ ;E,OWNSONS,,,A,A GFI I +20" X-RAY. LEAVE 50" SLACK FOR HOOK UP . RUN TWO SETS OF 18-2 WIRES TM(Mf►[WWC[OM�■�- [N[IONS AND SHALL 1K YLA"ON TO WALL MTD. X-RAY REMOTE AND TWO SETS OF 12-3 WIRES TO TN[1W LTL AN.DNO.E►AN«s OR TREATMENT CONSOLES FOR INTERCONNECTING TASK LIGHTS. LEAVE 50" CNA"M fNyL Rf feOwa TO _ SLACK AT BOTH ENDS. FINAL HOOK UP BY ELECTRICIAN. C*mPw"d'"OIN(C W +44" _ cwrw+.oRa ro IN(corwNuwrt I 20" Or ANY ApRN,THE CONTR,1CT011 lYll R R[S►ONSI�rOR ALL CUMNI W[MAM MOLMS ACT,ACCfV- 4 i6 MODULAR DIVIDER CABINET 115 VT. 8 AMP. AM&M i1R0UM AND NQUO[D FEED FOR CABINET POWER. RUN 12-3 WIRES TO TREATMENT CONSOLES 'AC'rL w"""'"L" � ) ( . _0+44" I �COMAACTOR>»...�Y/ITN +20" +60" I FOR INTERCONNECTING TASK LIGHTS. LEAVE 50" SLACK AT BOTH ENDS. ALL STAT[AAD Cf"CODS. +2G ' FINAL HOOK UP BY ELECTRICIAN. PtNT»wn'K`°"srwcTwNd _ 1 +20 ' NOTE: WALL [7+20 7) +36°' ALL PLUG HEIGHTS ARE TO THE BOTTOM OF THE OUTLET. ALL ■ PHONE \` 3 � WIRE IN DENTAL TREATMENT ROOMS TO BE HOSPITAL GRADE +20" +20" M.C.-HCF-90 CABLE. (AS PER CODE.) ' � r - +20" -- SPOTTING: �Q ( 6 +20" +20" ALL DENTAL EQUIPMENT LOCATIONS WILL BE SPOTTED ON THE 0 LL +20" � 5 JOB SITE. MFG'S TEMPLATES WILL BE PROVIDED BY PATTERSON ^ (D-C +44rr DENTAL LAYOUT TEAM. JOB ELECTRICIAN IS REQUIRED TO BE GFI ON THE JOB SITE FOR LAYOUT AND PRE-WIRE INSTRUCTIONS. ZN 1FINAL HOOK-UP Cl � 4� AL HOOK UP OF ALL EQUIPMENT IS TO BE J i 2l COMPLETED BY ELECTRICIAN OR LOW VOLTAGE CONTRACTOR. _. 0 uj W s' M•` QUESTIONS REGARDING BIDS OR SPECIFIC REQUIREMENTS ON (j ; DENTAL EQUIPMENT, CONTACT: GREG SORK OR JACK MAYNOR AT LL> ' (503)282-3688 PORTLAND, 1-800-452-2910 OREGON WATTS r� i � LINE. OR FAX LINE (503)282-2833. 00 JO (� +20" Q� l_J - EL IEC T'ROCad OUTLE7 Lo CQ700a�; FORST FLU-00H PL%H iCALE 11/4'B9'-0' 2,472 80. F7. .� CONPMTf a QMRATED BV KG1M SORK Q DATE: 26 MAM114111111109 .10e: 2472 • DATE REVISED SHEET N0. 8 Er, r , 15885 SW 1161h Ave PLM1999 00209 23 of 29 LEGIBILITY STRIP - _ - 6 9 IO I 1 12 13 14 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 ZI II O1 6 I 9 L 9 9 � I lo �oz NDN y, Q 1i11h ?.1 ,�11�1,111.1111a�. ' X11. 1a1� i�1 .11111� tJ�11J1�►11LL.LL��.�>,1111.1:L �L,�1.1.11.11,��1,L�111J1.1.1.a, .1.l_l>1►.��a.-1 ,1� �,t_lfJ,.L.L, .t .l.L1.LI�t�..L�JLI_L1.►IiIIL�L[�� J.LI_Ll.tl_I��1.►1�.1.� �1.�1.�liI�I�.11.laLl�.LI�1�It!�1�Ii�; Oz 4 .r 00 00 M N 00 > N M ti V) N N C] 1V) ! b 0OZ .Q W I I I t I i I m� 20 N - z Ewe I A N z to� F- Ma to o LIGHT FIXTURE SCHEDULE I / MANUFACTURE AND SIZE OF ALL LIGHTING FIXTURES TO BE VARIFIED WITH THEN R GE E AL CONTRACTOR. A --� 24" X 48" TROFFER FLUORESCENT FIXTURE \ [ - -� - n swlrcH To TASK AND n __ WIfH ACRYLIC PLASTIC LENS ( 3-40W SPECTRLLITE LAMPS ) --- 1 I I I RHLAO LIGHTING I� � i n LJ I I i 24" X 48" TROFFER MOUNTED FLUORESCENT FIXTURE 8 WITH PARABOLIC LENS ( 3-40W SPECTRALITE LAMPS K i ' _ I SWCH TO TASK AND [ _ — �y rHM W.AW �AND 3MMATO" I C e - 24' X 48' TROFFER FLUORESCENT FIXTURE - - _ 1---- -, , _ _ I ! MI TMI[MCI(RTT Of AATT(kloOY O[NTAL CO~AMO ng UK 11I0TS0 - WITH ACRYLIC PLASTIC LENS ( 3-40W SPECTRALITE LAMPS ) ( ` ; i -�---}-- : _ [ � =I� _ ] [ - � _ ] _-. ,� , ----- _ _-_ _ _ TO A SKCIF /'o"=r'OR Tic / I rtw"Op Kpw"k"a"XON i Aw aw co"iMrTMux oR or 00� ieroin K I ' ' ; I I ' D I �[plusapll a pkrmmm"RAL THIna=no N UNDER THE CABINET TASK LIGHTING FIXTURE, j I ,� I .LT..K �01cammolssm;. — J I I M[rKnou cc OVP$COLA pI- THIN MODEL ( 1-F40CW LAMPS ) F , oM _ _ IM xf wn.MN 041COVAOM pp E ( ] 24" UNDER THE CABINET TASK LIGHTING FIXTURE, `-a► \ I oFo` SWITUGH' I ro o RHuO o TASK - , � +� THIN MODEL ( t -T 12 C W LAMP ) LH �1 i F ( I !9"G.vE' ucH rNG IN T auslNE s Oii1C[.I cawAw MAN w10 ft cYIRaLe bon or OXY W=Mftl R 1 6I —T �\ t_: � I Act►weaLt rop Au olaRtlrt F RECESSED FLUORESCENT DOWNLIGHTING -" - -- I , \ '^ F j I I� ,ZK� ►�' �I I AIp --_ I f _ uc.npa rIItLRLIt[Ia.. FIXTURE WITH INSULATED HOUSING AND 6" OPEN � � Rai _ __. � M 1� `( 01 REFLECTOR, WITH 2/13TT, 120 VOLT LAMPS. 1 1 I\ I I \ / / `� INIY MOiCT. G RECESSED 4" DOWNLIGHTING WITH INCANDESCENTTV i 35WR20 LAMP. - - o"�`'� n ! I I I 1 (� VIM ► i - i I ! I ! r`\ I� ! �� I I (FOODS U CFOL OOR FUH H r-'_--n 24" WALL MOUNTED ►LUORESCENT FIXTURE - (2 - 20 W LAMPS) F SCQ 9/49e91-09 2,672, ®. (FF ' \® L G \'\ —G70 PROVIDE EXIT SIGNS. - - - ® __® .� _ - - - O S K EXHAUST FAN VENTED TO THE EXTERIOR THROUGH I (F \ H � � ALUMINUM DUCT UPTO A ROOF VENT. ' I ID N L WJTHXACRYLIC RPLASTI48' SUFACE COLENS ( 3 UNTED u 0WSSPECTRALITE ELAMPS cc e I I M � WALL SCONCE. 60 WATT INCANDESCENT BULB. e � Q A OF N WALLi I I to MOUNTED LIGHT FIXTURE ON A TIMER CIRCUIT. 4�L* �� J % �'- N O I4 a1aAI Q DATE.: 2e MARCH W JO®: 2M DATE REVISED SHEET NO. 9 ' 15885 SW 116th Ave A PLM1999 00209 24 of 29 9 i a i LEGIBILITY "TRII) ? ? _ a 10 1 , z 3 14 Iz-3 La 25 26 27 28 29 30 01 g r� y r,�rli suIOZ �IIJ-.�1.,. ,.� .: ;1a��1��!I, ,,,.,.�L��.l.11�11�t.11�1.1� .1�1. �LiILII�II_i�iL.illu.l�li��llll)IIIIIIi 11LIILI)LIILIIILIII�►IiILIiLILIII!'IilI�111Li1.11L�iLIIiLilt�i�il►lIIL�II�IIIIJ.I �IIL11tJ..tLi�Ilt1J1� 1lLI.J�IIILI�11Lt1_��!1_LL�)I!LIiL1. 00a 4 I r r 4 I 00 00 ID N n M 0 O �r/ l 1� ••r �� ClJ � a > t: �. Z .V)"cz V) eo L a0 • z z ^ NLMct to 0 /^ n a. r 4` 4 (4' 4 / 4 COMMUNICATION LEGEND • EED 2 . +54" C-- 1 POWER SUPPLY, 115 VT., 20 AMP. DEDICATED CIRCUIT. +44" 2 ' I -- - (SEE NOTE ON ELECTRICAL LEGEND) r � _LEED 2 ) 2 RECESSED WALL STATIONS LOCATIONS. (VERIFY HEIGHTS) r \ i 3 DESK STATION LOCATIONS. (VERIFY HEIGHTS) p 4 CUSTOM CART MOUNTED OR RECESSED CABINET MOUNTED 2L� STATIONS. (LEAVE 9' LOOP) 4' THESt 0""sCS AAD SnCY%:ATIONS Y. i - - - - - - - - - - - - - - - - - - - - - - - - t +54' NOTE: ALL INTERCONNECTING WIRE OR CABLES SUPPLIED M tAL CO� ANry D M 11Et UMMO to A SI[Cw1[D M ACT"m TH[ BY PDC. ROUGH—IN BY ELECTRICIAN OR LOW PC*WN at Kaam NAND HMO" K --� VOLTAGE CONTRACTOR. FINAL HOOK—UP AND roe TH[cowsmK m or oH[wna- NO ONLY ANY USE OR KIM00U[T10NS 0I THM CRAWW=AM STOMY THE TBOTTOM I OF THE MUD RINGS. ARE TO n*"0"(W,p,,,�� I sumo.W.WMTTD CauDam s SNALL TAAY PR[rawwl OYER SCAU MN- ,y twaDNS AND S1441A K VEMMO OR CH NM SNAAL K MICUMR TO TN[ M SOD SM.ANY Dom[►M[Clp ON ArT[ATTION OF►ARRRSOII DORM COtIANY MDR To ns ocump Amour or AM THE COM+ K RSiMNIMA ION ALL CURNUT 4't wOMc. +uera SIAALL AN[RKYAI MWUMS ACT.ACC[SS- Arun a MCLAW AND Rtouw[D M CONAACTDA WAIL CONRY w" ALL SEAT[AND CITY CODS. /ilvAlk 0 to M COATSTILP"ON Or i TMS/40JECT. i ( 2 \ +20" 3 y' . ac cci p® Z o ca Ir uJ ul< o ;: N o� c� aLa ! SCALE 1/4•af-O" 2-472 80. (FT. � COMPUTER GENERATED BY KATHY SORK I I DATE: 24 MARCIl 1p j roe. 2472 DATE REVISED i , i SHEET Na. 4� I F 15885 SW 1161h Ave 10 PLM1999-00209 25 of 29 LEGIBILITY STRUT - - - - 5 6 7 e E3 10 1 2 I� ,4 ir= rq _a - i _ - � - - - Z'i I 01 6 8 �9 HOW Oytoe Il.',i,ll,l lll! III�i,il ' ! IQ t b �ill��llll! ! >.Jililill�i�il�lill)IIIIIIiI!IIIiIIIiI;�tlii�Ill��ilililili�ililillli�ililllllitliliLlli�Ii�illil��IliLllili�IlillliLl�IIiIIJ�(ili�llllllii !�IIII��,lilllill��l!; I!lil�� ! !;!, Oz AL . 4 I l r z O - CO h N O N n 0.- G O v .N J 1 W STANDARDSYSTEM INSTALLATION 24--10 STATION SYSTEM � : Z Cn W ' � `- OUT y WALL JACK (C/O 01) Figure 3 wiring also applies to Trrmtine v,y a. N POWER Terminal Strips CUT-OUT N SUPPLY -// OCS-PS p�� \\ REQ'D OUT S i U !—`. —� _><• a • 2;'i• DEPTH H ZZ DESK O r� '��~' 3 �� CLEARANCE ` + < 8 OC S STATION - - - -- _ ___ CY- o P WEp CORD 1 IN IN z R j �_� \ - Refer to Cip 3 auBUUo�_ Q N FUSE HOLDS � o Sao- n- r on other side of this12n a 40CS-160 Or 4'�:'�{ OCS-WJ sheet, whelti panel SoWall Jack or wail mounting I OCS-24D (Exploded View) trimtine unit. Figure 1 \ P.C. Board Attaches to OGS-TL24 •, front panel of wall jack (� ' DC GND DC S'GNAL �� _ '� - ��-, Figure 3 Figure 4 DESK OR WALL STATION TERMINAL STRIP `` --�'' • ► ! I� I 1 2 3 4 5 6 This is typical wiring connections for •• ' ' o Figure • 4 ! station to station cable connections. 1 gure 3 WALL ' � . � • ?}C- Blue and yellow wires are not a • STATION • . required It cable originates from _�. • WALL Figure 3 power supply. REFER TO a y ! OCS-24W STATION C/O 12 oCs-24W REFER To N x� +-1- OCS-16W Ocs-1 6W C/o 92 STATION REO BARE BLK BLU YEL) `�- �c~ .01106, .•I.1•le a..a.eal.a.®• . pa ag ooesAwonm•if at•AD- L TI N 11 OR MORE STATIONS .1000M .� o.0BLIT SYSTEM INSTAL A �0 �� "'�S �� Vr"�Wftvw loom am,�� •Ars+• slro w IN i WALL JACK (C/O #1) Figure 3 w:rlr,y also applies to Trrmirne a:o�.a�•: DESK clrr,lna, str�p5 — — CUT-OUT POWER SUPPLY Refer to C!0 43 i .�....PIWk 10 1*cmwhdD� li.��. . REQ D i a w arc ■e usvv air. m&L adow OCS STATION _ on other side of thus 2 + � '-�� -- �� ' sheet. when panes DEPTH � • W4 MAL, 3 or wall mounting CLEARANCE \ „�,,,�,rs,,, i trrmime unit � I OUT POWER CORD 21 OCS-16D `� �/ SG Figure t US or FE HOLDER — ( • \ OCS-24D OCS-WJ 1 l' o �` OCS-TL24 Wall Jack �,� WALL OCS-PS • c w (Exploded View) �� ` � • I , P.C. Board Attaches to STATION 4; • • ' WALL STATION CUT-OUT front panel of wall jack -- -- TO • NEXT ;' Figure 2 • WALL Figure`3 j OCS-241N / !1 STATION • ! ' ' OCS-16W STATION + Figure 3 + ' • / Signal wires joined to connect Signal wires at terminal's 5 g 6 on wall a TO -- �� REFER ToOCS_24W ' communication wires from both sides Lstatictn must carry thru from one side �: NEXT - C/O /2 OCS-24 of system. of system to the other side. STATION Yot."-ago•a a INSTALLATION DETAILS 1. Stations make a series wiring link-up connection. The Porter cable 3 Former Suppltr - The pourer supply connects to 110 vac. It has an •- (four conductors and a drain wire) come into and leave each station ON/OFF switch with a light that shines when untt Is turned on. The as shown in Figure 3 above. cable that corms 3s to the terminal strip requires terminations to be made as shown in Figures 1 & 2. (See other side of this sheet.) NO Off ice Communication System 2. Desk Station - The desk station cable, (6 ft. long), plugs into the SIGNAL WIRES, BLUE A YELLOW) ARE TO CONNECT TO THE wall jack. The wall jack has terminal strips that connect the 4 POWER SUPPLY. t conductors with ground cable as shown in Figure 4. (See other side 4. Sis! of Sr of this sheet_) Maximumnumber of stations In system — 20. �" INSTALLATION Maximum amount of cable in system - 1000 IL DIAGRAM (50 ft. maximum between stations.) Contact Pbrter Instrument for GATE: systems repuk" more than N units. AS: FM�393 REVISED 4/fig DATE R[VVSLa SHEET N0. I Rog 00 • ~ N i IImo�^ N I Yom• � ...� ^� 0 LJ 0 I 1 ►-•y J SS S .•—r `t Z .. Co) , I u cr z I: 1 h U-)Cc g ` I __ _ __._. U7 O I - r a T- - - - - - - - - - - - - _ _ _ I I I ;1 I �\ - 40 i 0 I I . MUSIC S(STEM LEGEND 1 I Sj OVERHEAD SPEAKER LOCATIONS. TWO CONDUCTOR WIRE. _ (S) _ _ _ — — — — — TMcsc DUMP"tAO artaruera«s "l L - - - - - - - - - - - - - - - J -�- - -' - - - - - - - ARE TW rROMLKrr OY,PA"r*30N : ® VOLUME CONTROL LOCATIONS. TWO CONDUCTOR WIRE. — � _ _ _ 04"TAL coYIANr ANo M um Lomm ' • To A Si[CIYIW MROJICT YOR iN[ ►(RSoN a1 PERSONS"wD"MON .y. 1. A.E.I. MASTER TAPE TUNER AM/FM. VERIFY LOCATION, I I I I 1 0 OWY. .NCO tt a Of 01C 0[l4tOOuc�TKIs W MEM DUrl"a ART PWnr MROMRTED INTNOUI M%VmEN NOTE: ALL EQUIPMENT AND INTERCONNECTING WIRE PROVIDED + + a+AroKy —` I swfty.Mc: wpm EN arI"w*s fNAU BY PDC. SPEAKERS TO BE INSTALLED AND WIRED BY I I I TAU rowtKNa ovu sc.0 Oft- LICENSED ELECTRICIAN OR LOW VOLTAGE CONTRACTOR. / n"1004 SITE AM To urowwo ON IM J08FINAL CALIBRATION BY PDC. c«ANccr>,wu K NO~to THE U PAWAS On ArRwnON OF MArTERSON O MOA $: COMPANY F2M To M COWpCCA"T i or ANY■Oa.TwE caNRACTOR sm"L R4 sE PCSMON31l me Au Cumw \ OUSCUMS ANO FSPR" j AM FM TUNER I {{ Tw o"Ta"" sm "COw%T w IN l I UQ PS"CT 01 RED-= of --- BLACK COMMON -- - 2 2 n G,RFE' _ TO SPEAKER / — i i SCALIE 1/4'e9''0' 2,4712 80. IAV. c%olN _ (U 1110 Q® j qrr' BROWN (4W) � � - - - - - �Y. LL. z " S Rf0 RED (2W) f Ii� v� ♦� ��RFD ORANGE 1 W �� V YELLOW (1 2W) I --1— -N 1 GREEN (1/4W) + TYPICAL MUSIC SYSTEM CONNECTION - �wj mw W 0 0 rj n Q iL ) DATE: 26 W"1M dOB: 2472 DATE REVISED ,e M , SHEET N0. 12• 15885 5W 1161h Ave + PI_M1999.00209 27 of 29 r � i LEGIBILITY STRIP 2 3 a 3 0' 6 9 10 fl '2 13 is 16 17 Is 19 20 21 22 23 24 25 26 27 28 29 30 Z I 1 1 01 f3 f3V 1 HONI 60 OZ i d.i,�"dU i b Ll'Li!, Wl1LLJLI.SIJ.LLQ,II)LIj1I jiJ.IIII11LLiLLI,JI►l>ttlil►LILIbIIL[lt11 >IIIIiIILI►Lt[III-IJ11iLiL1IIL.1.I1]I1.11111111.ILII�"(.LIIJ.LtJ_taa-IIJ_L1��.1.�Ilt..11�t.l�►.1.1.1.�111�1.1.(.11: ,r _'II�L�i�-1.�1�1�� oa 4 00 00 two Q� M I N 00 CONCA SPECIFICATIONS ""' GENERAL REQUIREMENTS WOOD DOORS �•, �' M CODES. ALL CONSTRUCTION SHALL COMPLY WITH LOCAL, STATE AND FEDERAL ....r CODES AND REGULATIONS. STANDARDS: PROVIDE DOORS THAT COMPLY WITH THE NATIONAL WOOD WINDOW 0. ` � . VERIFY CONDITIONS: ALL CONTRACTORS AND DOOR ASSOCIATION (NWWDAINDUSTRY STANDARD I.S.1.51 MUST VERIFY EXISTING JOB CONDITIONS > I PRIOR TO BID. ACCEPTABLE MANUFACTURERS: B.J. DOOR, VANCOUVER DOOR, WESIERN OREGON WORK THE WORK UNDER THIS CONTRACT/PROJECT IS TO INCLUDE ALL LABOR, DOOR, OR EQUAL. M MATERIALS, TRANSPORTATION, EODUIPMENT' SUPERVISION AND SERVICE NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF ALL CON- SOLID CORE DOOR: CUSTOM GRADE TYPE If ADHESIVE PARTICLE CORE. OAK VER- S GAUGE 3 1�Z" MT' STUD U STRUCTION WORK IN CONNECTION WITH THE DRAWINGS AND SPECIFI- NEER FACE, CL AR FINISH WITH SCANDpARD EDGE BAND. ONE W CATION LITE DOORS 1�4" CLEAR TEMPERED GLASS FOR NON-RATED TO STRUCTURE AT 8* O/C CSO g VERIFICATION VERIFY IED CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OPENINGS. WITH T6 GAUGE CLIP ANGLE U? a N OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE PN[SI N CONDITIONS OF THE SITE. NOTIFY THE ARCHITECT/ X Z X j WITH �Z� Q) 0 h DESIGNERf ENGINEER OF DISC�[PANCIfS PRIOR TO START OF WORK FINISH HARDWARE CODE CONFORMANCE MATERIALS .AND WORKMANSHIP SHALL CONFORM TO THE SHEET METAL SHRE'NS A. L� o r- UNIFORM BUILDING CODE. APPLICABLE STATE AND FEDERAL REQUIREMENTS. GENERAL REQUIREMENTS: PROVIDE ALL HARDWARE FOR COMPLETE DOOR OPERA- QEACH END. pRAC!NG D 8E E�"' ••--• 4 Z TION. ��+ PROVIDED WHERE DIS-ANCE4_4 N 0 CUTTING ec PATCHING OF CONCRETE BUTT HINGES: INTERIOR DOORS HAGER 1279 4-1/4" X 4-1�2" OR EQUAL. + + BETWEEN PERPENDIC;,LAR Z m 0 DOORS WITH CLdSERS, HAGER BB1279 4-1/2 ' X 4-1/2" OR PATCH AND REPAIR PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW EQUAL. PROVIDE 1-1/2 PAIR PER DOOR, WITH BUTTON TOPS. INTERSECTING WALLS CR w O WORK TO EXISTING CONDITION OR NEW CONDITION, WHICH- � Q WHICH- EVER IS EXISTING R ATE. gn � HORIZONTAL, 8RACi'NG 3E-- LATCHSETS: INTERIOR OFFICE DOORS, COR81N/RUSSWIN CL3610 NZO OR EQUAL. �O_ ' REPLACEMENT: REPLACE All EXISTING SLABS, SIDEWALKS AND PAYING REMOVED PRIVACY LATCHSET, CORRIN/RUSSWIN CL3620 NZO OR EQUAL. 1a�ET••rrtwcAL TWEEN WALLS EXC:.:S 8"-C" Z Z ti FOR NEW CONSTRUCTION FLOOR SLABS COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OR ANY RE- CLOSURE: PROVIDE HINGE CLOSURES ON LAVATORY, RECEPTION, NITROUS CLOSET •&ATIffAa/3bATarwe YOMAL QQ PLACEMENT OF THE CONCRETE SLAB SHALL MEET THE REQUIRE- AND l«ACHANICAL ROOM DOORS AS NOTED, CORBIN/RUSSWIN DC2200 be apimw O omm wM J OR EQUAL. SUSPENDED CEILING M MENTS OF THE EXISTING SLAB. 1:eA At r-o'at. SEE DETAIL � � FINSHES: HINGES, 652, UITCHSETS. 626 AND CLOSURE, 689. �,�- h d 4slwuc. �r�. INTERIOR WALL FRAMING At►NAz �� -- /8" GyPSLM 80ARC :ACU SIDE SECURE 'r0 ST;,Cc METAL FRAMING/INSTALLATION- AST,1I C-645•/ATM C-765 METAL FRAMING MAT- CABINETS/MILLWORK dVITH TYPE S� SCREWS 4 ERIAL SMALL BE 3--1/2" AND 6" IN SIZE, U.O.N. NON-BEARING WALL GRADS 10 BE 26 GA. O 16" CABINETS AND COUNTER TOPS: J—,� O/C BEE VERIFIED BY THE STUD MFG. AND LOCAL BUILD- 0/C. SPECIFIC STUD GRADE AND SPACING SHALL CABINETS SHALL HAVE EUROPEAN STYLE HINGES, CHROME WIRE PULLS AND MEL- NWUL LAMINE INTERIORS. ALL EXPOSED CABINET AND DOOR/DRAWER FACES TO BE PLAS- INGCODE REQUIREMENTS. AI,L�I �1QN5 A FINISHED DIMENSIONS. TIC LAMINATE BY WILSONART, FORMICA, OR EQUAL, IN MANUFACTURER'S COLORS. FINALL SHELVES TO BE ADJUSTABLE AND CONSIRIIrTCO OF MELAMINE. COUNTER TOPS R�2 2S GAUGE1A� SHALL HAVE 6" SACKSPLASH, EXCEPT FOR STERILIZATION AND LABORATORY SHALL DEFLECTION. LIMITED DEFLECTION OF WALL ASSEMBLY TO L/240. HAVE 24" MAX. HEIGHT FROM TOP OF COUNTERS OR UP TO THE UNDERSIDE OF STUDS AT 2� OAC ` THE UPPER CABINETS. MILLWORK: ARCHITECTURAL MILLWORK: AND CABINETRY SHALL BE OF A CONSTRUC- E307'70M 7.4ACK TION QUALITY EQUAL TO THAT OF THE ARCHITECTURAL WOODWORK rT T ST ''_DOR WIT- PC WCC< NIUE'S (AWI) CUSTOM GRADE FOR FLUSH CONSTRUCTION. ACOUSTIC CEILING I CEILING GRID: 24' . 48' ACOUSTICAL SUSPENDED CEILING SYSTEM, ATM C-635 ANCHORS 4' O/C INTERMEDIATE DUTY, CLASS "A" 15(16" EXPOSED "T" GRID SYSTEM WITH 1-112" CROSS TEE AND 7/8 ' WALL MOLD AS MANUFACTURED PLUMBING BY DONN, USG OR CHICAGO NON-FIRE RATED EXPOSED GRID Ru9@E{ ?ASLla SYSTEM, COLOR WHITE, THE PLUMBING SHALL BE PERFORMED ON DESIGN-BUILD BASIS. VERIFY ALL EXIST- ING WASTE AND WATER LINES LOCATIONS ON THE JOB. NEW ADDITION TO BE TIED LAY-IN PANELS: 24 ' X 48" MINERAL FIRER LAY-IN PANEL NON-DIRECTIONAL INTO THE EXISTING DENTAL OFFICE LINES. WATER LINES TO BE PLUMBED IN TYPE yy FISSURED TEXTURE, 5/8" THICK, FLAMESPREAD 0-25, USG "M" OR "L" COPPER. NITROUS AND AIR LINES TO BE PLUMBED IN TYPE "L" COPPER. / I OMNI, ARMSTRONG CO TELA OR EQUAL, COLOR WHITE, DENTAL VACUUM LINES TO BE PVC OR COPPER. ALL SUBJECT TO CODE COMPLIANCE UNLESS OTHERWISE NOTED. SEISMIC BRACINGUNIFOQM BUILDING CODE STANDARD 47-18. ' oRAwwGs AND�� FIXTURES: SEE PLUMBING PUN FOR SPECIFICATIONS ON TYPE AND MODEL NUM- O 0 Maorc*r,or rArrE� BERS OF PLUMBING FIXTURES. VERIFY MANUFACTURE WITH PLUMBINGSUSPENDED GRID SUPPORT KWAL CarAMY AMC THE UU UMITEoCONTRACTOR. NON— BEARING PARTITION WALL ToAVEarm""cYroe THE NO SCALE FOR THE Cad2YRwT*N Or ONE BULD- BUILDING INSULATION SCALE 3��-1 r—Q`r Pmw OR i130i"HAYED"EEO" as ow&Y. ANY USE of REMOUcsaKt ARTITION WALLS: OFFICE, CONSULTATION, LAVORTIES AND MECHANICAL ROOM a wax DaAWuns Ax SYMMY �acawTEo��YM[wnTE� WALLS "0 HAVE 3-1/2" R-1 1 UNFACED SOUND CONTROL ELECTRICAL PROM F r.rrtTic corm ""Ky.W rwT*►.ti OWHIMONS Swu FIBERGLASS BATTS ASTM C-665. TYPE 1, EXCEPT IN EXPOSED Tawe omass DW - ELECTRICAL USE CLASS "A". THE ELECTRICAL WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS. THE TME P Ill n" ERE va is - ± ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND OPER- ATIVE ELECTRICAL SYSTEM TO MEET ALL LOCAL AND STATE CODES. ALL TREATMENT TW,oa Srn.AM 0002WA MS a CAUMOEI sr«u rE saousRr ro THE CEILING- 6" R-19 ASTM C-655 TYPE 1 INSTALLED ABOVE ALL SUSPENDED AND ROOMS AND PANORAMIC X-RAY AREA REQUIRE HOSPITAL GRADE CABLE MC-HCF- Arfort�oaorrAnaaoaoonr GYPSUM BOARD CEILINGS. 90. ALL PLUG HEIGHT'S ARE TO THE BOTTOM OF THE OUTLET BOXES. SIE LIGHT- ArrDffCOMPANY OF Pro 0 WMCMctrMr � IMG PLAN FOR LIGHTING FIXTURE SPESCIFICATIONS. PROVIDE A MINIMUM 200 AMP or AW•oar.YYE COWNIR;Taa Sww �att.attFOR AU custJ+r � SERVICE. u KANat SrsAaWYMS AV.Acuts- ram ouccuat MD acoumD ELECTRICAL CONTRACTOR TO PROVIDE A PHOTO CELL AND FINAL HOOK-UP "Cot" R..na co.rbna aMrA carr mrrl OF ONE EXTERIOR SIGN, PROVIDED BY OTHERS. Au c0 AM R SI cast, ` GYPSUM WALLBOARD KerSww to Cr rn0091.crM a Trwl raoacr, 411 PARTITION WALLS: ONE LATER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE OF HVAC x WALL, FROM FLOOR UPTO ROOF OR FLOOR JOIST ABOVE, OR r� CEILING GRID. WHERE APPLICATION IS UP TO CEIUHG GRID. THE HVAC WORK SHALL BE PREFORMED ON A DESIGN-BUILD BASIS. VERIFY THE APPLY "'L" ANGLE AT THE TOP OF THE WALL AND FINIS,4. NUMBER OF EXISTING AND LOCATION HVAC UNITS ON THE JOB. ALL RELOCATED C�1IK 31 t. AND ANY NEW SUPPLIES AND RETURN'S TO MEET ALL LOCAL AND STATE CODES. r. 1 Y+ WALL FINISH: ALL GYPSUM WALLBOARD WALLS SHALL HAVE SMOOTH WALL ACCESSIBILITY � FINISH AND OUTSIDE CORNERS TO HAVE RADIUS CORNER BEAD, UNLESS OTHERWISE NOTED. FOL N I � APPLICATION. ASTM C-840, "STANDARD SPECIFICATION FOR APPLICATION AND 36 won 36sm FINISHING IF OYPSUM WALLBOARD". CARPET. PHILADELPHIA AYERS HALL. 28 OZ SOLUTION DYED NYLON GRAPHIC LOOP 915 e/e 18 36 mw OR PATCRAFT FUSION 26 OZ SOLUTION DYED NYLON HEATHERED LOOP, 9� Eds ns C6 1e I OR EOUAL. ALL CARPItTS TO HAVE GLUE DOWN APPLICATION. Asa aW Is is i som PAINTING: SHEET VINYL: 0.08 GAUGE, STANDARD GRADE AND COLORS AS MANUFACTURED 12 saM 12 aaln Ass '� O ' BY AZROCK, ARMSTRONG, TARKETT OR EQUAL. � 7105 ; INTERIOR SURFACES: PAINT ALL SURFACES EXPOSED TO VIEW IN ACCORDANCE ,�S , WITH THE SCHEDULE OF INTERIOR PAINTING, EXCEPT AS BASE: 4" HIGH TOP SET RUBBER COVE BASE, AS MANUFACTURED BY ROPPE, :6 ,�: LL I SPECIFICALLY SHOWN OR SPECIFIED. FLEXCO OR EQUAL. INSTALLED IN ALL AREAS RECEIVING FLOOR COVERING. �_ _�- ,--• r! R (( )) LAVGRATORIES TO HAVE 6" HIGH RUBBER BASE. (�, OFFICE WALLS: 1)OCOAT OF FINISH. FINISH COATCOATS OF I ONE TO HA�E)EGGCOAT SHELL FIAND NISH,ONE r � N Y cn STERILIZATION, OPERATORIES A LAV.: PROVIDE ONE (t) COAT PVA GYPSUM E�aa a *Paco W FF WALL- BOARDPRIMER WISH COAT SEMI-GLOSS FIRE SAFTY LATEX ENAMEL. ..................i .. ......„s '■� FIRE EXTINGUSHERS WILL BE INSTALLED PER CITY FIRE CODE. TYPE LARSEN'S � �.�./ NO. 2409-6R WITH 2-A:10-BC RATED EXTINGUISHER WITH RECESSED CABINET 1111111110 ui WITH FULL GLASS DOOR OR EQUAL. 0a•Idt�Waa �� t>1� e„ PRE-FINISHED STEEL DRYWALL DOOR & RELITE FRAMES SMOKE DETECTION AND AUDIBLE/VISUAL SHALL BE INSTALLED WHEN REQUIRED BY CODE. (VERIFY WITH THE EXISTING OFFICE) ACCEPTABLE MANUFACTURERS: TIMELY INDUSTRIES OR EQUAL � aft � !Ti �a , ,1270TYPES• "S” SERIES FOR STANDARD COMMERCIAL OPENIN;,S. �ft ati LL FINISH: MANUFACTURES STANDARD. MISCLILNEOUSS SPECIALTIES 13 42 we O SIGNAGE: LAVATORIES MEN'S WOMEN'S OR UNISEX SIGNS AT EACH DOORS TO 1041, _ j ® Y HANDICAPPED RESThOOMS. SIGNS TO BE OF HIGH PRESSURE PLASTIC METAL DOORS LAMINATE AND ENGRAVING STOCK WITH BLUE SURFACE AND WHITE CORE �..�r WITH LETTERS IN BLOCK STYLE ALPHABET. SIGNS MUST HAVE INTER- NATIONAL SYMBOL FOR ACCESSIBILITY IN ACCORDANCE WITH ANSI 117.1. GENERAL REQUIREMENTS: SOLID CORE METAL DOORS IN BE USED AS FIRE RATED LAVATORY ACCESSORIES ! OPENINGS EXCEEDING 20 MINUTES. (RECESSED INTO THE WALL): AMERICAN SPECIALTIES, INC. OR EQUAL. ACCEPTABLE MANUFACTURERS: STEELCRAR OR EQUAL. MIRROR-ASI NO.0620-A 24" X 36" PAPER TOWEL DISPENSER- ASI NO. 0210 (LAVS.) 40" TYPES: "L" SERIES 18 GAUGE WITH SOLID CORE. UP FROM FLOOR. mo NO. 0215 (OTHER SINKS) FINISH- MANUFACTURERS STANDARD TOILET PAPER HOLDER- ASI NO. 0263-1A, UP 19". -" GRAB BARS IN H.C. LAWS-ASI N0.3aO 1-36 AND ASI NO.3f01-42, UP 33"-36" TO CENTER. PqW@!B— bwe el wabr d0ft . now! f.�NOor"on M wow ebMll. 17ttaEln DATE: 38 MANCN 190 ....= JOB; llff>l T • slrsa � 1M DATE REVISED • rooms4 dos SHEET N0. Perry 11.•i�sMery�OsOe�. r uw4r"w AM marimba13 ' s 15885 SW 1161h Ave PLM1999.00209 28 of 29 r • F a LEGIBILITY STRIA' - - - - - 2 3 e - _ 0 21 22 23 2a 25 26 2 7 2e 29 3C 01 8 + 9 S NOW sOutO., .1�.►�,L1�.,►,�,�,,.��,aL,111!I�.11.��.lal.Ll�l,Luli.l�,l�l �i1.1!..ii.�ILi,ti�LiLtli.':l•ta►lt i .i.liailil�LiL�.LtLII� �),i.!,t.lilt�IL�I� .Iltl a.iLiLIIiIIIIIi i.�ll!i�I_��Ila,�.il.�li. 1.l..t i1,11►�_�.1.��,•L:, <' !�I oz A, T } f , t 1 N 00 ' N 0 p ul) uj Li to EXISTING 6' - 8' HIGH ARBORVITAE HEDGE LAWN AREA (u � h ca C1 Cd N O _ - )Q — �~ co 2ce. m QO ILAWN AREA W z g I I I I I v Lo f- 6 o o I I I I I N a- 10 10 I I I I 1 BONS LAWN AREA �HOpOpENp aPQ� 0,4 12 . I C ��. 04 \\�\ TWO (2) VIBUkNUM _ a _ _ DAVIDIIYMMONURNIN AM �►V }C ATW tUM, Or PArIUMN � 1 � V� � +\ *M mtrAi oftoAwr AM TM UK usE LUrcn t' T4 A fY'(CI m PRO=rm Tw Fm a arms o we I M UM#A stwCnr NOl�lp M"00 TN[Mf TM ,. Tim w OERma ova WAS ON,- ✓' SOUL:wooff va Tw / pENp�pN arA':r1pMn°F PAW100ft i W TO ooAonow HREE (3) VIBURNQ>ti // �' 1tN0� rt oAw WOOL"a com"OL"m OWL rw.wu FOR Au NEW DAVldli / V\v�( - 0, m��van�� 014 Z SIM--.artN Au am as on woos, 15 � W PONJUMS, am. 16 "a OOM•T.YCRM�N OI 6 o® E U. 3 c) LAWN AREA LAWN AREA - Z DCE PLEM acl z SCALE 1/89@x'-09 24728®. FT. �..�J -- 102.70' -- _� , FOUR (4) AZALEAS \ Wm V� w _--- li I LAWN AREA LAND USE INFORMATION LEGAL DISCRIPTION: TAX LOT 100, KING CITY, WASHINGTON CO., OREGON S. LOT SIZE: 0.392 ACRES (17,075 SQ. FT.) �. W. 1 16th AVENUE 4*s0. MAX. LOT COVERAGE: 85% = 9548 SQ. FT., PROPOSED 11.066 SQ. FT. Ili LAND USE 70ME: LIMITED COMMERICAL (LC) OCCUPANCY: 82 BUILDING SIZE: 2472 SQ. FT., ONE STORY. BUILDING USE A: AREA: DENTAL OFFICE, 2472 SOFT. BUSINESS HOURS, 8:OOAM — 5:OOPM. TYPE OF CONSTRUCTION: 5N PARKING REQUIREMENTS & AREA, 1 / 250 SO. FT. OF BLDG. AREA. PARKING SPACES REQUIRED. SIXTEEN (16) IMPERVIOUS AREA, 5780 SQ.FT. CONCRETE WALKWAYS & PORCHES: 876 SQ. FT. LANDSCAPED AREA: 15% REQUIRED. 2561 SO. FT. 46% PROVIDED, 7847 SO. FS. DATE: 13 OCTOBER 1(NIS JOi: VIIIA/1000 DATE REVISED I SHEET N0. 15885 SW 116th Ave PLM 1999-00209 29 of 29 i LEGIBILITY STRIP 3 6. 7 8 9 10 if 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 2e 29 30 Y Z I 1 1 O I 1 11 41 OZ 0 b NONI -410Z I�I�lililii,l� i �,iL� �I�I�IILI �I�IIIIfI l�Jtl�ll�.�.l_II�I�LLIi1�1i !�1� 03 . I 1 P A� r