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8300 SW HUNZIKER ROAD-6 1 J�, a • I t I 1 �! �f (12) 6PAC.E 8 . �t • s EITIM ❑G.B. •N& i• ` r '�, Nr�'.. e • --J EX I S'T INGr- 'J c,/) r 1`--1 • f �. — _ .. r H g �xn --' •� � � e. w r sh • I � � (8J SR�1GFt� • 9'-0'� '12'-fD'--- i � < u r . ' •� ' . IL Il�r —�('. ;y nY • -_---� I I 1 i I _ + LLS ExIbTj,WA TR14CK LOADIW-s F" 1 cl I •�+ '� `T 1 4� • •,� ,_ -- r + y E)(ISTINGa CNA( C.B. i 1 a.N1.a 1 r. LINK FEN E01 tlldf Z, t { W v trt t te=eOOL a ov ' b �. BICKE RACK.ISTNG EXISTING 11LLyy w — ;34� •:..r �� BUILDING ROLLING ROL L I s I G.®• � L-RAN w VAN ACCE551BLE .l ►. ❑ N.C. 5iGN O a' RELOCATED EXISTING N.C. PARKING SIGN o �. ar• As +�• 11 A 1 I. a •^ ': ' RESTRIPE THIS AREA A8 SHe,%CN _ VICINITY MATO C q � 1 1 - H EXISTING 1 PAWING SPACES m 1 EXISTING CONC. 1 EXISTING SIDEWALKS • FIRE NYDR.QINT 1 N TYPE OF FACILITY: GENERAL CONTRACTOR OFFICES/ WAREHOUSE S.W. HUNZIKER DRIVE PROJECT SUMMARY JURISDICTION: CIT`' OF TIGARD '''�' (STATE OF WASWWITON) LAND USE ZONE: (IP) INDUSTRIAL PARK. - ADDRESS: S.W. HUNZIKER DRIVE �"y 6 eel uk -- {6T,e,fE t9F OR960nu LEGAL DESCRIPTION: 251 IBC TL 2201 I' NICdi 1.ETTEK W/ LANDSCAPING REQUIRED: 20go STANDARD WARDING PER PARKING REQUIRED: OFdd TATE CODE RNEQM TS. 5 I TE FIL AN PARKING SPACES 29 STANDARD WAREHOUSE I I WON STATE Yrti1HRE RE E PER ,000 Sr.SF. I'LC'---ATM M 15 COMPACT 11,135 S.F. =- 1,000 S.F. il.iPACES —. ° L°yy��° 'o�`'�'` SCALE: 1' 2f1>'-0' 00 AGGESSIDLE' AT SPACE TO LEFT r7 2 HANDICAPPED_ OFFICE I PER 350 S.F. I II \ ACCES615LE AISLE TOTAL PROVIDED 45 TOTAL SPACES jY 11,135 S.F. _ 350 SF. = 33.5 SPACES o ° r*ETAL ,ICN FASTENED TOTAL REQUIRED 44.6 SPACES _ o s�=CUNa*L. To POST ��oN Ar ;I SITE ANALYSIS 1 - __ .U• _ P e*�"C I r� O -_THICKEN c.Nrc.SIDEWALK ' NOTE: IF WIDTH OF SIDEWALK BEYOND CURB 1— TO ENCASH P 6T DOT ITEM LOT COVERAGE Ile OF SITE I I{/ THE FLARED SIDES SNCUT 15 LE55 THAN O' TPEN THE SLOPE OF: ALL NOT EXCEED 1:12 BUILDING AREA 16,922 S.F. 38.69. �„ PARKING 4 DRIVES 1-1,-1-11 S.F. 41.196 A .ESSSLE Pt�►I CINIG� 3ir�1�• CCjzUT LANDSCAPING/ OPE14 9,043 S.F. 20.39'0 'w SCALE: 1/2' I'-0' NOT TO SCALE REVISION6 TOTAL SITE AREA 43,136 S.F. 10090 CODE REVIEW BUILDING CODE- U.5, 1994 WITI-I OREGON AMENDMENTS OCCUPANCY: B - CONSTRUCTION TYPE: 5N (FULLY SPRINK.-ERED) TOTAL BUILDING AREA: 22,810 S.F. WITH OFFICE EXPANSION OFFICE FIRST FLOOR (=XISTING) 4,441 S.F. DATE 3/3/58 OFFICE FIRST FLOOR (EXPANSION) 1,304 SF. N FILE S�34950V1 OFFICE FIRST FLOOR TOTAL 5,181 SF. " JOB S13450 OFFICE SE�.OND FLOOR (EXISTING) 4,306 S.F. DWN M04M CNK OFFICE SECOND rLOOR (EXPANSION) 1,642 S.F. F OFFICE SECOND FLOOR TOTAL 5,948 SF. c)*MAv CONDITI" WAREHOUSE (EXISTING) _ 11,135 S.F. .i `S A I • TOTAL BUILDING 22,810 SF. 'w MOT TO SCALE ' ' r : (WAREHOUSE/OFFICE) y ry. OF SWEET$ lit)P9E-0113 R• °-,ii,j SW limmiker I of 24 r- •�. , vrn+�^�s�T1Pati'a1YMfa"trft"II1MFu+1"eMll'Kl�+� ^"`s' ink rk dm� iRr•wn+t� r at'r.+k � 4 ��UR�ITN rit'+�lA�w X+INri"AIRMh /tlaM�N'+MIJ4�tY9t.�i+N'�r ,•.:..14u.w+•c�t,��,. .., e r w>. •W _ ..............ro• �iP',Y� '��M`.'.. 4d"�IIIJIN.1 ... � ��lA�ll�1�1'�7#.. �l a i'�'�n a �i• . .. , „�.tr •. « .,. r _. � .. .r Y1�b� •'M�'w �MUs -...� • l f l l I I +I ( I I I I I I I I I Ih I I I I I I I I I1 1 1 ~ T � 'a•�+nw.q: � �wMIM�.�Y�I'r•a•+�'Y•vNer � � .� '+t(�Ir�ylt..�aY•v�..� -.'�•'�I•. '� ••. , IF' THIS DOCUMENT 1� LRcG � I I I I I I I I I , I ( I I 1 I I I IIIII+IIIIIIIII VIII I 111111 IIIIIII IIIIT�I I�111 1 TlTlrjr 111 �lI 1;11111 III 111 IIIIIII IIIII " ,r � �� * •� � LEGIBLE THAN THIS NOTATION, I � I � I � 111T]IL11 .11-1-111111111 4 � I 61 IT IS DUE TO THF,, QUALITY OF Tt{R CRIGINP.L DOCUMENT• -- — — No-fie S eZ 8T LG 9G Z I IIIIIII I IIIIIIIII (IIIIIIII IIIIIIIII IIIII et eT IIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illlllllfil IIIIIIIIGI lillllllTilllilll lllllllll18111I1111IIIIIIIII IIIIIIIII 18111I1111IQIIIIIIII;IIIIIII Isllilllll ILIIIIIIIITIIIIWII II II! (III III IIIIIIII IIIIIIII (III IIIIIIII III �IIIIIIII�IIIIIIII�IIIII I�I i'+VNIm 1 (00 115)(45T i � I 0 A STAIR 02 NEW EXISTING RAir1P LUNCH R1"1 _ .. 9 1� EXISTING } > EXISTING — I �j NEW ; ui EXERCISE z UJI STORAGE u x I V UP o 106 E ISTI UP I I b EXISTING C Q a `0B 5NOWER R1"! W s I EXISTING O �i CCS EXISTING I OFFICE "4 , OFFICE "3 1 V 8 o NEW OFFICE "3 EXISTI c-'WO''�IE l u 101 I O 2 III I � a ; s 1 Li 4 E ISTING 3 EXISTING CONCRETE FLOC'P 101 M I < N 170 EXISTING EXISTING 4 EXISTING e OFFICE 01 QFFICE 01 WAREHOUSE NEW Bi:ARING WALLS (SEE STRUCTURAL) D I NEW \/ \,y/ _ CONFERENCE EXISTING XI TI Y v x1 EXIST[ NG — -- ®� 103 BUSINESS TA UP �r OFFICE � 1 NEW 2x4 WOOD STUD NE Q ______________ C WALL W/ %' GYP. BOARD ST RAKr I I i �� I I � ��b D o STORAGE 0 24 16'-m' ;� EXISTING I II ~ r RECEPTION EXISTING it 'L `1y '"y OFFICE 01 NEW/ RELOCATED -- REMOVED — i STAIRWAY 4 RAILING STAIRLIAY - - - STAIRS A ',� � EXISTING I I UP A31 NEW 0 OFFICE 02 II ~ I NEW PAINTED ----- B C OSET YELLOW STRIPING (01-01 EXISTING DOOR W/ THIN 5ET EXIT 51GN EsRCNZE CCLORED ,im .w SLATE I,�. iaNGLEw� POLISr�ED - T - — c0 '� EDGE / �_. / STORAGE/ ELEC. aJ -- — — /� �;'�' 104 v '/ 11 9 ENLARGED G ! I ( LUE DOWN — PLAN - - - - - — - - - - A4.1 PL - CARPET 0 0 EX FIRE —' _' 'I 12 ' ----GONG. SLAB EXISTING O.N. COOR 5 R ER RISER EXIST DOWNSPOUT YP. (4) PLACES d 1 SLATED EDGE DETAIL o AZJ FULL F)CALE �r--- ---- — ---- -- _ —_�_.-_._... ..__.. _T __ _ _ �_ _ 0c) A2.1 (10, t ► s , ., M, f REVISIONS � + �— TILE (T-I) 1 2-20-98 f I ; TYP. , FIRST FPLAN 2 i-- - TILE (T-2) TYP. A2.I J SCALE: !/8' = 1'-0' � -EXISTIN�.� DOOR 1 = CONSTRUCTION NOTES: _ O MODIFIED SINK CABINET 0 REL OCATEI-D EXIT DOORS * a I 0 0 011 o O NEUJ TOILET (MATCH EXISTING) SAKI CLAT EXISTING SLAB 4 POUR NEW CONCRETE UJ/ 3/a' RECESS 1 3 NEW TOILET PARTITIONS (MATCH EXISTING) INSTALL 4'0 DRAIN IN CENTER 4 Do�-\TE 3/3 98 1 WAITING AREA _�_ 0 TIE INTO EXISTING DOWNSPOUT PI LE 9��450P1 NEW T.S. COLUMNS (SEE STRUCTURAL) 12 _ O NEW RECESSED WALK-OFF MAT- (C-4) cB 9 3 50 � � -- 5 REMOVE 4 RE (SEE FINISK SCHEDULE)LOCATE STORAGE CABINETS DwMAM N cwK -- — - — — - © REMOVE EXISTING CARPET 4 INSTALL ; ILE AS SHOWN (SEE 2/A2.1) O NEW 12' x 12' TILE FLOOR 3 9NLARGED WAREA ® EXISTING ELECTRICAL PANELS A2. 1 �J SCALE: 1/4' 1'-0' TILE FLOOR PATTERN \J CUT BACK EXISTING WALL (PATCH AS REQUIRED) CF 5NEET5 BUP98-01 13 8300 SW Hunziker 2 of 24 11 1 milms, loll Rill' 1 11 1111 r Illillltt� l111i—IIIr11111f I ) 1 rrfjitllllllll111IIII1lIT111111TTTi?Tltllllllllllllllll of IF THIS DOCUMENT IS LESS TIC�I � I f � I II � 11i � 1 IIIJIT7 mi I ) � II � ISI I � ISI I � � 1 � 1 � 1 � i � 1 Il, � � � � � � I � � 1* __ 4LEGIBLE THAN THIS NOTATION, Z I �r I J 4 J �I I I �1 ��I �11 I �2 I q IT IS DUE TO THE QUALITY OFNone �'� - THE ORIGINAL DOCUMENT. -- — � V E L 8E is �>v L idtG i Ic f6 �t� oss et et LTIIIIIIII IIIIIIIII IIIn IIIIIII Illlllllsl Hill 11111 IIIIIIIII IIIIIItillIIIIII llllllll:llllllllll IIIIIIIII 11111I111 � llli�llllllll IS'lllllll gIIIIIII III�WIII i III �� IIII�II I IIIIIIIII IIII�IIIIIIIII�IIII�IIII IIII�IIII IIII�IIII 1 2 3 4 5 (0 , V 0 0 A EXISTIWs TAI S I, II U r NEW OFFICE 04 ?0? EXISTING EXISTINYG EXISTING EXISTING ~ STORAGE OFFICE 013 OFFICE 612 OFFICE 011 FADJACENT E AREA FLOOR _ L 15 LOWER THAN N OFFICES ,� DN C ✓U o o li I, II it A tel. 12 1 o II LAi 0. NEW OFFICE 03 WOMENS' - T N ; © � EXISTING EXIS . INC ?03 'd 204 OFFICLZ 05 OFFICE 010 !r b B O m4 E I I b �� XISTING Q ' OFFICE 014 .9U3 d Z s i A32 CPO C MENS ?05 EXISTING EXISTING OFFICE 08 OFFICE ''1 3'_0. --- EXISTING A -- -- VERIFY OFFICE 015 OMIT RATED WALLS t DOOR:, a 5 NEW OFFICE 06 A32 s Z06 0l< } Q C 06 05 , (o EXISTING DN 201 4 WALL I, STAIR 01 C' 201 �' II 01 08 Ih - - ' II I RR O NEW OFFICE 01 NEW OFFICE 1 EXISTING--08 XISTING I ~ EXPANDEQ OFFICE 4292 QFfICE X161 i 'r ---- II 9 li EXISTING EXISTING OFFICE 018 OFFICE TD II ~l I I N NEW OFFICE 010 F� NEW OFFICE '9 1 210 - _ 209 3 �n 00 5ECONC) FLOOR FLAN SCALE: 1/8' m 1'•-0' REVISIONS 2-20-98 CON5TIRUCTION NOTES: Zl\ (DEXISTING WORK SURFACE •' 36' A.F.F. (D2 PATCH CARPET W/ (C-2) u' EX;STING STAIRS i LANDING 13 ALL DOORS TO HAVE 18' ^F CLEARSPACE ON THE LATCH SIDE, 12' ON THE PUSH SIDE ONEW 4'-2' x 4'-2' ALUM. WINDOWS W/ INSULATED GLASS (MATCW EXISTING) 0 4� NEW RESTROOMS (SEE INTERIOR ELEVATIONS) NEW SINK t CABINET (6EE INTERIOR ELEVATIONS) G4TE 3/3%9a OEXISTING DOOR REPLACE W/ FELE lY13450P2 20 MIN. RATED DOOR W/ CLOSER JOB g'1345© O REMOVED 2x4 WALL cwN r14" cNK. ® REMOVE STAIRWAY FOR NEW STAIR LOCATION (SEE FLOOR PLAN) �9 RELOCATED STAIRWAY QNEW 4'-2' x 4'-2' N.M. WINDOWS A2o2 W/ INSULATED WIRE GLASS (MATCH EXISTING) 11 MECHANICAL DUCT SPACE OF SHEETS 1311198-0113 8300 SW j wtv�iker 3 of 24 i IF THIS DOCUMENT IS LESS 11lj i itI l1l I1 I-MI_I� r I11_pm_-r_rf)III III III III ! I III IIIIII I I I11 T11 111 1 JTJ T1� II1I111I1 IIIIITIIl I(I 4 6LEGIBLF THAN THIS NOTATION, I I ! 1 0 IT IS DUE TO THE QUALITY OF � No,36 fic, THE ORIGINAL DOCUMENT, — s L eG ILII sII II�I 9cIIIIIIIE IIsiI L— is ac st et ctlllllllllllll-l-lllllllllllllllllll�lIIIIIIIILIItIIIllIIIIIIIIIIIIIIIIIIIIIIeIIIlIIIIIIIIIIIIIIIIIIIIII9 I�cI-II�rII1III111IIII1911IIIIIIIIIIIIIIIIII IIIIIIIIIIIII_IIIIIIIIII111 91 V/ IIIIIIIII IIII�IIIIlIII�IIII�IIII IIII�IIII IIII�IIII i IIII IIII IIII II lIl � I I III (IIII VIII I f I -03 C4 4 I I I I I o I � r -- -- N W N NEW 6F*IC 04' o ;02] �--y NEWcri O cy a r,TORAGE V o < ILo II - - - F- << L� O • �. l NEIL E 1 0' LUOMNS Ln 203 : 204 TIF. INTO EXISTING U E• - ')RRIDO LIGHTING b lAl NEW OFFICE 03 I 1 O 101 Ct. ID � I MENS c � - `— G*I"P BOARD CEILING - 2' — , I TIE INTOE IStING I CORRID!` LIGHTING v � j 9 I NEW OFFI NEW T-V 1_ CONFEFtENCE' ' 1 _ K,QL n. D _ d `'� 8E -- - -- - ---1� --- I 201 - -� { .. ----GYP. BOARD CE IL I G lzO - — f. � 9'-0' A.F.F. �STORAGE 9 �� 44-•-EXISTING G`r P. BOARD SOFF! f �] 1 109 8'-2 A.F.F. v ' �f( _ II NEW IG 0'1 NEW Cts { ,' M� 24' r.. . 1fi, �'t (1) NEW 2' x 4' LIGPT FIXTURE O � EXISTING GYP. BOARD SOFFIT m8 ❑ / ' ' - 119 -1 A.F.F. ?a, - i --1 EXISTING ACOUSTICAL CEILING O EXISTING ACOUSTICAL CEILING b' ' r1.. OFF.0 al 1 10'-0' A,F.F. - EXISTING 2' x 4' LIGHT FIXTURES � �I _ 04 oo STAIRS A 01a - - OFFICE #2G1 P. BOARD 50>=FIT "" ,._ R`. CLOSET. r �� I I __ __... i I -..'•. -- M�'1 /I 9 -IA.F.F. I 1 '' II N -1 dCOUSTICAL CEILIN co _D--C _ - I © ra I NE i6E -- -- -� - - - - - - -- - - - - -- - - - - _ = NEW 'IC '9 210 1 STORAGE/ ELEC. I 2 104 -- - - 0 0 010 kFLOOR PLAN SECOND FLOOR REFLECTED CLG. FLANRST CLC. z �3 SGA'_E: 1/8' = I'-0' e3 SCALE: 1/8' 1'-0 REFLECTE12 CEILING 8X=Q_ �J EXISTING 2 x 4 LAY-IN FIXTURE CON5TRUCTION NOTE5: NEW/RELOCATED 2' x 4' LAY-IN FLUORESCENT — ® LIGHT FIXTURES (DUPGRADE EXISTING LIGHT FIXTURES AS SNOUJN ON PLANS NIGHT LIGNT/EMERGENCY CIRCUIT REVISIONS O SURFACE MOUNTED LIGHT FIXTURES C= NEW I' x 4' FIXTURE I -20-98 Z NEW 2' x 2' FIXTURE 03 CI4AIN HUNG LIGW FIXTURES _- � � REMOVED FIXTURE (J RELOCATED LIGHT FIXTURES L _ J - D RECESSED DOWNLIGNT W/ CLEAR ALZAK REFLECTOR (MATCH EXISTING) . PENDANT OR SUQFACE MTD. INCANDESCENT (MATCH EXISTING) © EMERGENCY BATTERY L IOPT ® EXIT LIGHT DdTE_ 313/98 E) EXHAUST FAN ABBREVIATIONS FILE ':Y1345-CRC SPRINKLER HEAD E EXISTING J03 X3-'3450 N NEW r�Ar-+ R REMOVED D WN '-uK ® POWER POLE RL. RELOCATED G JUNCTION BOX 644' MOUNTING WEIGHT AFF. TO k DIM. DIMMER SWITCH Qlp SMOKE DECTECTOR - SWITCHING A2. 3 • r OF SWEETS 131 J 1'98-01 13 8300 SW Hunziker 4 uf'24 ; s, ,•tea,, , T1' i�r llf I1 ijl III I�1 I 1 1I1 I 1 1�1 1I1 I t �I I 11-1 T �1 1II III II1 I�I I 1 1I1 1II III I 1 1 � .: 1 1 I�l I�l III I�I I�I III IIl I�I LIF THIS DOCUMENT IS LFSS � I 1 1 I I I 1 r I I � I � I �` � � l • I I I 'L/ I I I Q I �b � I �� I I �!r _,._ FGTBLE THAN THISNOTATION, IT IS DUE TO THF QUALITY OFHose THF, ORIGINAL DUGUMFNT. - - — S L 18� LSI � Z 1rL 8 1 6 TL OL 8i Br Li 9t 14t 1rt 18T I Gt I tt I t I � I L I 9 I 9 � � I � �I�� I� �� ,��I�l� ��ltll �� IIIIIIIII (III (IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII ;III IIII IIII IIII IIII IIII IIII Ilil IIII IIII IIII IIII Ill�flll �I��II�I� IIIIIIIII IIII�III �1111111�1111�1 � .:.:- .,.:.., . .. J�.'dalP.ar ion:wtlrN+';'t&"Kd�c::nyu'kla,��t::.,uL4•�'>�tih t% .�..:_..u.;-,Fdu - ,frb,.r.. ... , ., .i. ,t a. .,tw. - I I, rS! btYG+ . .. L; li ii31r1W'ia t .�aY 9�;�waa ,1 > . �F1L11>xL.Mi ' C, Wm „itk3 'WtrlYll[ 8.�iiea:•x.BdLLil�,di�:a�w�a' m,:x�r�s thwvwnu�lcbyitat��t. _ _ _ ,, 4 5 - :•17:':!'1 _. 1 _ _ i r+ r X. I ICZ: NEW k 4'-0' 4'-0' 1 WINDOWS u'/ TINTED JOINT- TY I PANEL �~ �s r � M ` 41� P INSULATED GLASS + NG PREFINISHFD METAL (TO MATCH EXISTINGJI EXISTIWINDOWS COPING 1 25'-2' A.FF. �) E3TM. STL, FRAME I --�__--- REVEALS- TYP. Em o 20'-2A.FF, EX15TING 20' x 20' x 3/4' iv T.O. WINDOW S`rSTEM� N RECESS v ;p � 16'-0' EXISTING LIGHT FIXTURE �` "'— ��' --` 1 , om BTM STL. FRAME �.% 1.4-414'•2' - _0 i + REPEALS- TYP. ---�--____ O. R.O. ( ' _ —EXISTING T.S FRAME VW a a cy PANEL JOINT ----- ----- - NEW STL. CANOPY M (MATCW E.XI5TING) ? -J Jr, i -- -_ ►..r .. CONCRETE PANELS - - - +�► N 31 C_�l.r� - - EXISTING CURVED WINDOW WALL N ER j [— --EXISTING 24' x 24' o CONCRETE COLUMN 1 o I v EXISTING ALUM. WINDOW (, to ° 4 DOOR SYSTEMM ui a O < y EAST ELEVATION � V r 3J SCALE: 1/8' = 1'-0' I O u I z �n t 4d < t A3, NOTE: .ALIGN STL. ROD IN EXISTING CONIC. / REVEAL- TYP. / CLEVISE- TYP. 3i4'0 5%. ROD- TYP. T AT EACH END (2) PLACES W/ CLEvISE 3 AT EACH END • TURNBUCKLE- TYP.----,._., Al � 6 LINE OF ROOF---- }� A3.1 / STEEL CANOPY-------_, �n 3 STEEL ROD /.-. \� ' i ( TYP. (2) PLACES 4A -MITER CORNERS A3. — — — — — — — — — — — — -- -- — — — A— I STEEL CHANNEL 2' x ?' WATER— (SEE ATER---(SEE STRUCTURAL) DRAIN 2' x 2' STEEL TUBE W/ M� x _HAMFFR, EXTEND RAST --3,b• STEEL PLATE fib' STEEL PLATE BEAM 3: TYP (2) PLACES TYP. (2) PLACES 4 TYP. I - -- -- 4'-0' - LINE O� ROOF BEI'"OND � -•� EPNLARGED CANOPY DETAIL 5 STEEL CANOPY ELEVATION � ASI SCALE: '12 I' >a' SCALE: 11/2' . I'-m' �/I f 3/4'0 STEEL ROD--o- N -CL VIS Z ---CLEVISE 3/4' TraRU BOLT WITH COTTER PIN I/2' KNIFE PLATE � /1/2' BACK PLATE SLOPED CONIC. W/ ;n •� DECK COATING 3/16 _ ,� 2' x ?' WATER--�� T/1 DRAIN I 4' x 4' T.S. WELD— TO ELD----- r TO CHANNEL EA. SIDEr� EXPOSED-- - METAL DECKING -�►----_ M 5TEF-L CHANNEL 3b' STEEL PLATE 00 ( `•EE STRUCTURAL) TYP, (2) PLACE 5 NOTE: PAINT ALL PIECE-5 3 STEEL CANOPY CONNECTION. rw%\ CAN010Y SECTION SCALE: I1/2 ' =I'-0' SCALE: II/z' I'-V' REv1810N8 '%' STEEL---�. BACK PLATE • 91L. PLATE--- _ `' _ �>PROVIDE 3' x 3' x 114' 112 WASWERS AT EACH �9 (PAINT) , _ _ ANCHOR BOLT - �,�• STEEL s C'4TE 2/10/98 �p BAGK PLATE ^�/ i NCNOR BOLTS,/"" OLTS FILE 913450E1 TYF. (2) PLACE5 (SEE STRUCTURAL) JOB 913450 _ CONCRETE PANEL--- DLLN MAM CNK (SEE STRUCTURAL) \✓ OB 4 STEEL -'LATE DETAILS A3 * SCALE: 11/2 ' = I'-O' Now SNEF_TS IiUI'98-01 I3 OF 8300 SW I lunziker 5 cif 24 mot onewo"m s �-.._�: . _.,.-.,,. ....... , ,..-:...,...•.,-.,��.; .ate _ _ IF THIS bOCl1MFNT IS LRS T7 .__ 11I111 11111 illl I .117 , III 1T1�1 IIIIIII ilTTr 11111w �T�1 Yllllll IIIIIII IIII I IIIIIII IIIA 1 l�llfi11 1~11711"1Y 11111 1 1111111 IIrIIII IIIIIII IIII1 1 . ,� ;, ' � 1 � � � � 1 114 J � II � II � I I I � II � � • II I 1b � 11 � 12 -� ' Lh;,IBLR THAN THTC NOTATION, �_ _�- � ,� c —�IT 1, IGF, TO THE QUALITY OF TH'? ORIGINAL bOCUMRNT, — Ho,30 al, 1 � �� 11IIIIII� IiIIIIII Illl111911til IIVIII1III1IIIIF9111111121-1911-11111-tilI 'll I111111Iilllln1iIiIIWII Q ' low UPPER CABINETS x a, W/ (2) ADJ. 3NEL VES (PL- c2 j - GYP. BOARD --- ii? C� WALLS- TYP. / 4 '0' \% AIZ p w CIE --- - r- j COUNTER TOP 4 BACKSPLASN (PL- ) �----- 1 1 1 1 I I � 4 ! L_J I I LOWER CABINETS �r IL 1 1. W/ ADJ. SHELF (PL- ) - BASE (B- ) z t-,, g --- Ba5E B- -------- ---- >; RELOCATED , _ - ' V r PR.) 4 x "1'-0' \3'-0' x 1:-0' SC _ W N A. �PR.> 3'-C.^' x l'-0, B COUNTER TOP (PL- ) SC WOOD CL05ET GYP. BOARD WALL CIS 03 WOOD 4 GL,4L5 DOORS LOWER CABINETS WOOD DOORS 9 ENTRI DOORS Wi ADJ. 51IELF (PL- ) TYP. (2) PLACES NEW SINK (N.I.C.) •--+ ,r CONFERENCE ROOM ELEVATIONS uu 0) SCALE: '/4' 1'-0' N� � 51NK/ CA51NET ELEVATIONS. 104 C. Ats SCALE: I/4' = 1'-0' 0 W a° (~ g .. � BOARD - - -- --- --------- _ .._ - - -- �, � - - YGYP. BOARD WALL WALL _ G1 P. BCQRD WALL --_ PAINT- lP- ) PAINT- lP- ) O FINIS14 S I V e ' PAINT- ( P- > _ - -- 30' x 36' MIRRC'R — RO — DOOR SCHEDULElow, v WALLS CLG CLG DOOR FRAME FIRE HOW _._ SEMI-RECESSED � - --361 GRAB BAR No. NAME - FLR BASE MAT. HT. NOTES No. SIZE -- �- cn _ N S E W RATG TYPE DETAILS NOTES z `APER TOWEL D15P/ - _ TYPE MAT. FIN. MAt. FIN. y _ N 4' �- SANITARY SEAT DISP. 101 OFFICE •1 r^-I P-1 P-I P-la C-1 B-I co' Mai WASTE RECEPT cp 0 - ' _ -36' GRAB BAR __ - - REMOVED / REL ATED — ' x. ,42' SIDE GRAB BAR � �� - -42' SIDE GRAB BAR r 102 OFFICE •2 P-1 P-I P-I P-I C-1 B-1 101 3'-0' x 1'-0' EX18 . B T- _ -- x - COUNTER TOP i --- SZ� -------- -TOILET PAPER DISP. � � z ir1" -TOILET PAPER D15P. -- O 1. WOOD 8 I WOOD ST-I z EACKSPLASN (PL- ) 'v ;� 1N. x 103 CONFERENCE P-? P-? P-? P-2 C- 13-2 ACTJIVARIE 10? 3'-0' x �'-0' EXIS B WOOD ST-1 WOOD 5T4 RUBBER BASE 104 STORAGE/ ELEC. P-1 P-1 P-1 P-1 B-1 GY '-0' _ m3 RELOCATED -- 4-t < X RUE;5ER BASE (B- ) 105 CLOSET _— - C-I _ ACT-? 9'-0' — 3 (PR) 3'-0' x '1'-0' A WOODS ST-I WOOD 5T-I MATCH EXISTING -- A 106 STORAGE — - — - GYP. . C. I(D1 OFFICE 3 � 0 3'-0' x 1'-0' B WOOD ST-I WOOD 9TYI _-_- - - ACT-I 9'-0 ® OMITTCD --t— J� 108 STORAGE GYP. 105 (PR) Z'-4' x 1'-0' B WOOD ST WOOD ST-I r3,*"*NLuOMEN5m' RESTROOM ELEVATIONS 109 STORAGE - - -- -- _--_-_ REMOVED / REL ATEA SCALE: 1/4' 1'-0' n0 sTAIRs _ - - - - - ' OMITTED 111 WOMENS RR P-3 P-3 P-3 P-3 SV-1 5-2 ACT-I 1 -0' x �'-0' ® WOOD 5T-I WOOD"ST-) -- -- - I 201 HALL - - P-I P-I F�-I PI G-2 B-I 3'-0' x 1'-0' C N!"1 PAINT W.M. PAINT 201 OFFICE •4 - C-I __ RELOCATED FR M06a MIRROR 1%10G-I A op REMOVED — - - �� ;ai•� 203 OFFICE 5 —� G7"P. BOARD WALL - ---� GYP. BOA1r?D WALL 204 WOI"1EN5 RR P-3 P-3 P-3 P-3 T-2 T-3 — - PAINT- lP- ) - --_- - = PAINT- (P- ) --- ?01 3'-0' x 1'-0' C_ NT1 PAINT W.M. PAIN �(�- 36 205 MENS RR P-3 P-3 P-3 P-3 T-2 T-3 03 3'-0' x 1'-0' M IWnOD ST-1 WOOD ST-1 r TOILET PARTITIONS ------ -`-� _ ¢ (PL- ) i �/ ' , 206 OFFICE % P-! P-1 P-1 P-1 C-1 B-I 04 3'-0' x 1'-0' - _ - Fs tt - --GR,4B BARS- BEYOND ` / I �- SEMI-R - ?01 OFFICE •1 ( - - W TOILET- BEYOND M r 0 lax A l=GESSED E - 05 3'-0' x 1'-0' B ap PAPER TOWEL D15P/ _ _ 1014 —co20B OFFICE 06 �+ x ` x _ _ 209 OFFICE '9 - _ - N mg - WASTE RECEPT. 01 3'-0' x 1'-0' B 1�2 i- o1 "� v ?10 IFF I CE 'I© `- - - -- - -. W m8 3'-C' x I'-0 B -- --- - `-- 4' RUBBER BASE (B- ) � � i `4' RUBBER BASE `�J✓ 3'-0' x 1'-0' B COUNTER TDP t � I I BACK5PLA5N (PL- ) -��'------- F IN I5�ES: P-1: MILLER 05421W FINISH: EGGSHELL. - - - 0 P-2: MILLER 05422M FINISH: SEMI-GLOSS 3'-0' VARIES �, 3 _m 4 MENS REE)TROOM ELEVATIONS P-3: MILLER 05423M FINISH: FLAT � '� I /r') , --KNOCKDOWN ✓-LM, DOOR 4 P-4: MILLER 05545A FINISH: SEMI-GLOBS FRAME- PAINT FRAME- PAINT SCALE: I/4` I'_0' P-5: MILLER 05535A FINISH: MI- S E GLOSS -, / , S.C. WOOD O P-6: MILLER 058SOW FINISH: FLAT P-l: MILLER 05524D FINISH: EGGSHELL 0 900 P-8: MILLER 05424D FINISH: SEMI-GLOSS T-1: DAL TILE, 'MOTTLED PURPLE' 12' x 12' x '14' ' 4 MACHINE GUAGED j T-2: DAL TILE, 'VERMONT BLACK' 12' x 12' x 1/4' MACHINE GUAGED woos w; CLEARNOTE: TILE TO BE TREATED W/ SLATE CLEANER: MIRACLE CLEAN A. TEMP. GLASS B. G' BY MIRACLE CO. SEALED WITH PORUS PLUS BY MIRACLE' CO. 4 FINISHED WITH MIRAMATETE NOTE: ALL EXISTING t NEW DOORS TO BE C-I: SHAW, SOUTHERN HILLS, "49351 'TORONTO TEAL' PROVIDED WITH LEVER HARDWARE AS PRICE CARPET W/ ENHANCER BACK AS AN ALTERNATE REQUIRED BY BARRIER REMOVAL a C-2: °SHAW, SHOAL CREEK 30, "02450 'CLOUDSPUN' REVISIONS 2-20-W C-3: SHAW, SHOAL CREEK 30, *02355 'TROUVILLE TURQUOISE' C-4: VAN DIX CARPET, HERCULES NOP COLOR: 6RIJS 01 SV-I: TARKETT, COORDINATES "51010 'BLUE HEATHER' B-1: ROPPE Of'-T5C" 'GRAY', TOELESS, 4' HIGH _ B-2: RED OAK BASE, S1 AIN TO MATCH EXISTING FINISH: SEALER, (2) COATS CLEAR LACQUER SIZE AND PROFILE TO MATCH EXISTING ST-1: WOOD STAIN TO MATCH EXISTING CUSTOM GRAY TRANSPARENT STAIN ON OAK DATE 3/3/98 FINISH: TWO COATS MEDIUM LUSTRE CLEAR LACQUER Fll.E 913450E2 OB 913450 PL-l: NEVAMAR "5-3-33T J - PL-2: NEVAMAR 05-6-31T DWN M04M CII+C PL-3: WILSONART •4626-8 'BLUE NEBULA' WC-I: KINNEY WALLCOVERING 0293 MM, TYPE D. VINYL ACT-1: ACOUST. CLG. A3 * 2 ACT-2: ACOUST. CLG. OF gUP98-01 13 SWEETS 8300 SW Hunaer 6 of 24 r iIr ?11 111�111I111II1(r I i III III lil ILI� 111 111 �I frT 11 171111 I t 111 l�l 111 111 III III 1111111 II ! Int Iii ,�� ..1 �1t 11 t�tt1 tll "tit t�f�l�t-i'�t ��t tall I - - - . _.. � ...,. .. . j 1 I1L� + IZ 1 I 131 ' �4 _' 7 _ IF THIS DOCUMFN'r I.• LFcs LFGIBI.F THAN THIS NOTATION, IT IS DUF TO THE QUALITY OF `-` / Q THF ORIGINAL DOCUMENT. - - — I II — II —I-- _ ►+o.ae US l�j VIII IIII�II191-111111II�IIII IIIIII� I IIII�IIII IIIIIIIII 1111111"1— IIIIIIIII IIII�IIII IIII�IIII I I IIII�IIII 1111 11 IIII�IIII illl�llli iIIIIIIIsI ilulnlGl uIIIIIIi ill ILII illl�llii► I!�IIII IIIIIIUI �Il�uu 911�ntlllin�nn i�n�lltt nit�uu Lu�tltl Iiil�u ulllll 11 STRUCTURAL NOTES ENGINEERED WOOD JOISTS c E' �'v GENERAL 1. All joists thus specified spall be TA series wood chord/wood web I joists or open web wood chord/metal web joists as designed and manufactured by Trus Joist MacMillan 1. These notes set minimum standards for construction. The drawings govern over these Cor oration TJM or an equivalent joist from a a joist manufacturer 0 0 notes to the extent shown. Coordinate these drawings with architectural specifications p (TJM) q Prior PProved and notify Lewis & Van Vleet Inc Engineers LVI of an discrepancies prior to The joists shall be designed for the following load requirements: Y 3 (LVI) Y P P 11R S C. VAN y beginning work. Floor Joists Tyr. 0 2. These drawings hove been prepared solely for use in construction cf the project u. 50 psf live load office 1G0 psf corridors located in Tigard, Oregon. Possession of these drawings does not grant license to P (office) P EXPIRES 6-30-99 construct or fabricate the whole or parts of this project in other locations. b. 20 psf partition load Y` _ 12' BASE PLATE X 9' X 1- 3. The contractor shall verifyall dimensions and conditions on drawings and in field. c. 15 psf dead load ✓ 9 P 6?UD WALL A14D � ?X P.T. PLATE WITH T��-�� WtN (4)3/4' DIA. DRILLED Coordinate locations of openings through floors, roofs, and walls with architectural, 3/4' DIA. DRILLED ANC 4OR ANCWOR EfOLTG o mechanical, plumbing and electrical drawings. Notify engineer of any discrepancies. 2. All bridging, bearing clips, blocking, hangers, etc. that connect to the joists shall be per GNEATWNS FIR 4. The contractor shall be responsible for providing oil temporary support prior to TJM standards. PLAN DOLTS AT 40O.C. i 6AIICUT WC16TMG � 3. Joist erector shall exercise the utmost cure during the erection of joists to prevent the MLOCKG.:T FOOTING GLAD AG 1100AIIAEO completion of the ve ical and lateral load systems. LVI has not been retained to EXISTNG CONG. joists from buckling laterally. Stockpile, lift and laterally brace the joists as directed on FOR dA6E PLATE -GI®OIJT provide any services pertaining to job site safety precautions, or to review means, BLAD FOR NEW FOOTMQ� methods techniques, sequences, or procedures for performing the work. Unless we TJM's erection drawings and design manual. Remove any damaged joist from the AFTER FRAMMG 16 COMPLETE are specifically retained and compensated to do otherwise, our work is limited to the jobsite. Dr, not attempt to reinforce any damaged joist except as approved in writing EXI6T. 6LAD design of work described on our drawings. by engineer and by TJM. z 4. Shop drowin s and calculations shall be submitted and stamped b an engineer r l 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the latest P 9 P Y -- - -- - --registered in the State of Oregon. ..,i F 4 U r. edition shall apply. 9 9 v 4 f c ;q ;, '' . .. , , . 6. Inspection and or job supervision is not provided by LVI. 5. A representative of the joist manufacturer shall inspect all joists after erection is 4 i.L' c ° a a - "'' G ,•., •.: 7, CII work shall be in strict compliance with the latest edition of the Uniform Building complete and sheathing, bridging, blacking, etc have been installed. Inspector shall _._� _ __ _`a- a aa W l Code (IJBC) onri all otner state and local codes which apply. submit a report to the engineer stating that the inspection was made and that joist �`- ° O ma- O p a. 0 8. Design Criteria: condition and installation are acceptable and conform to the manufacturer's "po �'° ao '� �p4o �"• �'o �' oo r„4 Y a Floor Live Load------------------------ 50 psf requirements. Wind Load-----------------------•------- UBC 80 mph exposure B _ FOOTNG 612E AND O Seismic---------------------------------- Zone 3 STRUCTURAL AND MISCELLANEOUS STEEL T FOOT PER PLAN Ii1-I1 ►_ li- 9. Any mechanical equipment, piping, ductwork, etc. which applies a load of 150 pounds -111-11 � �"- I 1 ��- U or more shall be hung from a system approved by LVI. 1. Detailing, fabrication and erection of steel to conform to the Steel Construction �� 13 FOUNDATIONS Manual of the AISC. P _ PER �-� 2. All steel to be A36 except as noted. 3. All welds to be made with E70XX electrodes by welders certified by AWS Standards. 1. Design soil bearing pressure equals 2000 psf live plus dead load. 4. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A307 Q for anchor bolts and connections to wood. Provide standard late washers under all BRICK. WALL AT SLAE3 2 COLUMN FOOTING DETAIL 2. All footings to bear on firm, undisturbed native soils or structural fill Notify engineer P before proceeding if any unusual conditions are encountered in footing excavatiors. bolt heads and nuts bearing on wood. , W 3. Do not excavate closer than 2: 1 slope below footing excavations. 5. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel pipe to be sl., 611-) I . I•n GJ' 611-2 I • I'-D g 4. Clean all footing excavations of loose material by hand. Remove all wet, soft soil from ASTM A501 ( Fy - 36 ksi) or ASTM A53, Type E or S, Grade B ( Fy = 35 ksi). F_ footing excavations prior to placing concrete. 6. All light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A570 f < ° 5. Excavations may me made under footings for pipes. Backfill to be "structural fill" as Grade D with an Fy = 50 ksi. Light gouge steel 18 gauge and lighter shall be formed defined above. from ASTM A611 Grade C with an Fy = 37 ksi. Detail and fabricate all light gauge steel per AISC Standards. all light gouge steel sections indicated on drawings to per U CONCRETE the Metal Stud Manufacturers Association specification. All sections to be 'IC' sections unless otherwise indicated on drawings. Provide 16 gauge minimum material 0 1. Average concrete strength to be as indicated below and determined by job cast lab at all sections which are indicated on the drawings to be welded. cured cylinder at 28 days plus increase depending on plant's standard deviation as 7. Do not oversize drilled or punched holes with a torch. a specified in ACI 318. 8. Provide shop drawings of all structural steel items to engineer for review prior to fabrication. 2. Minimum mix requirements: \ / Location Compressive Slump Minimum Admixtures strength (a) cement (psi) content SPECIAL INSPECTIONS The following special inspections are required and sholi be performed by un independent Footings 25 0-5" 5 none testing agency. The testing agency shall provide copies of all test reports to the project engineer in a timely manner. 1. Special inspection required for all structural welding unless welding is performed in a o. Slump exceeding specified limit shall not be placed except with written shop approved by the building official. All field welding requires special inspection. approval of engineer. Special inspection of weldinq may be performed on a P P Periodic basis per UBC Section -•-----•------•---------- ---------------•• -----•----- -----•---•- ---- --------------• - -••-----•-- ---- -•--- - -••--•-• I -----------.._.------------------•------•----------------- 1701.5.5.1, ---- ---- -•-- ' 1701.5.5.1, Exception 2. All full penetration welds require inspection of fitup prior to �-' -r- `� --' 3. Use Type I cement, per ASTM C-150 unless otherwise approved. welding as well as inspection of completed welds. -.-.-•----------- - ----- ----•---•------•--•. ...................... .......................... = ._• _-•__••_• .....................................rt.............................., ._........._.._.. - ...------.._..--------- 4. Aggregate to be per ASTM C-33. -- 5. All drilled anchors bolts in concrete to be "Sup-R-Stud" by U.S.E. Diamond (ICBG REVIEWED/UPDATED 2/4/98 #3219), "Red Head Trubolt Wedge Anchor" by ITW/Ramset (ICBO #1372), or I ` "Rawl-Stud" by The Rawlplug Co. (lCBO #4514) only. Other anchors with written ~ i T ., approval of engineer only All anchors to be installed following bolt manufacturer's EXI4KNGi40 G.A. METAL STUDS AT 24' O,C, - instructions. Provide minimum embedment, spacing, and edge distance specified by -IF}�Dy10rE ADDITIONAL 20 GA. ' manufacturer for anchor size noted unless otherwise indicated on drawings. METAL 61MG TO MATG4 EXISTW.* 6. All drilled epoxy anchors in concrete to be "Epson Ceramic 6 Epoxy Anchor" by i� .PO&L, r M I2 Off... 6PACING ITW/Ramset (ICBO #4285) or "Anchor It Fastening Systems" by Adhesives :t �•-•r +•l� 1 J Technology Corp. (ICBG #4398) only. Other epoxy anchors with written approval of engineer only. Install all anchors per manufacturer's instructions. Provide minimum embedment, edge distance and spacing indicated by manufacturer for anchor size (( �' noted unless otherwise indicated on drawings. 9 REINFORCING D r' HATCHED AREA IND TE& EXI6TNG / r 1. All reinforcing steel to be ASTM A615, Grade 60 excepr ties and stirrups to be Grade Y �� i' `' r �•�� 40. 2. Fabricate and install all reinforcing steel according to the "Manual of Standard Practice ;+- for Detailing Reinforcing Concrete Structures" ACI Standard 315. 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcement in poured in p'ace ,q A ,a 1 �� 6 walls and footings at all corners and intersections. 1 r__ j �� ✓ ;�t .4 �- :._: 4. Splices in all reinforcement shall be lapped 30 diameters or 2'-0" minimum and shall be r r ti; �• + :i !I r C� staggered at least 4'-0" at alternate bars. S1J 2 1L. 5. Provide 2-#4 each side of all openings smaller than 30" in walls, Extend reinforcement -0" minimum post opening each side. See plans for larger openings rovide 2- 4 2 Fa P 9 P 9 (P # 1 minimum). 6. Provide (2)-#4 bars at top, bottom, and ends of all walls unless otherwise indicated or. WALL A plans. 7. Provide dowels to match all vertical reinforcement in walls, columns end pilasters (poured in place). Lap 30 diameters or 24" minimum WOOD FRAMING Tb. 3 X 3 X 1/4 ON 3'-O' X 3'-D' X 12' DEEP FOOTNG WITH (3) 04 EACH WAY ;�; Lt__ !I ---- 1. All lumber to be species and minimum grades as follows (unless otherwise noted it drawings): t l CI. Joists, beams, and stringers------------------------- Douglas Fir #2 6" nominal and larger beams/stringers------------ Douglas Fir #1 b. Bucks, blocking, bridging & mist.----------------- Doug. Fir or Hem Fir #3 SLI r c, 2 x 4 studs---- ---------------------------Doug. Fir "STUD" or "STD" d. 2 x 6 studs and Inger--------------------------Douglas Fir #2 Y •.l e. Sills, ledgers, plates, etc. in contact w/ concrete--------P.T. Douglas Fir #2 - -_ cc/// f. Posts-----------------------------------------Douglas Fir 1 / 2. Raaf, floor, and wall sheathing to oe APA rated sheathing, Exposure 1, conforming to APA performance standard PS 1-83 and to ICBO NER-108. See drawings for r,•., 11 required thickness of sheathing and/or span rating. Install roof and floor sheathing with long dimension perpendicular to supports and stagger end joints (unless noted X - otherwise on drawings). Use spacer tool to ensure 1/8" end and edge joints, including tongue and groove joints. Install 2 x 4 ;r thicker blocking at unsupported joints in �j q wall sheathing. Block roof or floor sheatning where notes' on drawings. V • v 3. Framing hardwore to be Simpson or prior approved equal. Fill all nail holes unless noted otherwise in drawings or manufacturer's literature. Use largest nail size indicated in manufacturer's literaturt. r 4. All bolt heads and nuts bearing on wood to be provided with a washer. 5. All nailing to be per UBC Table 23-1-U. Obtain engineer's prior approval for r,!i proprietary nailing or stapling systems. 6. Cutfir,q and notching of joists is not permitted without engineer's prior approval. One inch diameter holes may be drilled in the center 1/3 of the member derth, but all other holes to be approved prior to drilling. I REVISIONS 7. Studs may be notched in the lower 1/5 of the height of stud for Electric conduit and - plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes II,, 1 �I MARCH 23, t with diameters up to 1/3 of stud depth may be drilled in stud. -�-- 8. laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 117 specification. 'Jnlrss T --- - ----- notr;d otherwi•,F, simple spon beams to be Combination 24F-V4 and ali other beams (beams cantilevered or continuous over supports, etc.) to be 24F-V8. Appearance - - grade to be architectural for all beams exposed to view and industrial elsewhere, unless I ` noted otherwise in drawings. AITC or APA/EWS certificate required. Use waterproof glue. t' III --- ' 9. Laminated column; to he any combination symbol and grade with Fc= 1500 psi •�4-SEAR WALL SCHEDULE /' � •- - -- - - -_ minimum and E= 1,800,000 psi minimum. :.•.__. ' - - ----- -__�_� --- MK. SHEATHING 4 NAILING REMARKS EXI6TINc, WALL , U AND F�OTIiNCs _-_ Irl' COX PLYWOOD, ONE SIDE, _ ... . . ................. . -- - - A ALL EDGES BLOCKED W/ Wd __.... __....._ NAILS AT 6' OiG. ALL PANEL t� ---------- -•-------- - -------------- DATE 20 FEB., ISS EDGES 4 Imd NAILS AT 12' O.G. IN FIELD _ FILE I/2' COX PLYWOOD, EACH SIDE, OUNI� ,�=A i ION FL Al\,,,1 J� _ ALL EDGES 15LOCKED W/ 1md 5CALE: I/8" = 1' -0" DWI - CW - NAILS AT 4' O.G. ALL PANEL EDGE6 4 Imd NAILS AT 12' OG. M FIELD LEGEND ; I' Ij. INDICATED 2 x 6 AT 16' OL: SMEAR WALL NOTES: D'� L LEWIS & VAN VILEET INC 1.) NAILS NOTED ARE COMMON OR GALVANIZED DOX. INDICA+TEG 2 r 4 AT 16' O.C. C©NsULTING ENGINEER• • O STAPLES ARE bW AN AC.C91"ADLE &MTITUTIM lbng) DEA WI , WALL 15924 quarry road 2.) 6WEATWWA TO OCCI,MR ON SYMDOL 61DE OF WALL. GWEAR NII,ALL TYPE _ �r lake Oswego, Oregon 97035 E TWIG SWEET (503) 899-9477 phone L-/v��\ (503) 899-9477 tax � aJl„�ETS 111.11'98-01 13 8300 SW HunAker 7 o"24 IF THIS DOCUMENT IS LESS �1If �1IIIIII IIIIIII Illi1 I IIIIIIIM�i IIIIII1 1I' PI I�IIIIT111 III I lllll�lllllllll IIIIIIIIIIIII4PI IIIIIIIIIIII I�Ij1�1111T1r 1 T1r1lI1 111 I I IIIIIIIIIII III I�lll�lll �lllll ' LEGIBLE THAN THIS NOTATION, I 1 I � 4 5 I II 6 g I II I � " II �i� IT IS DUF. TO THF. QUALITY OF No.Oe THE ORIGINAL, DOCUMENT. - - - -- �os sL ec c.s 91G z v� sc c tL o�� st gt lot IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIgIIIIIIIIIIIIIIIIII9111IIIIIIQIIIIIIII�IIIIIIIISIII�IIIIIIIIIIIIIITIIIINII 1 I�IIII IIII�IIII IIII�III�IIIIIIIIIII�IIII IIII�IIII IIII�III� I IIIIIII�LII IIII�IIII IIII�II I IIII�IIII IIII�IIII III 1 ' V T X 4 NLOCKWa !LRAM PER PLAN �- WTW)Ll�1 JOI`TG WITH oN d A i OAC. TO EX16T. �I ADfR TJI OI.00 011111 i MEATH AND NAIL----► TJI FLOOR J016T y PER PLAN PER PLAN PER PLAN 126 FULL NEk-sHT 6W _- -- --- EXPIRES 8-3p_p4 WITH (3) lid TO ; 1/2' —� I/2' BEAM J 11/26 TJI !!LOCKING I 1 * 1 O� 'USED U V E� _ WITH Ibd AT i' O.C. I � 116 In, EXISTING w FRAMING 8 1/4' SIDE PLATES X 8' 6TW OtLOW lid EACH 810E U 3/16 X 12' WITH (2) 3/4' DIA. DOLTS TJI FLOOR J016T EACH JOIST lbd EACH SIDE W PER PLMI 3/I6 � � WED 8TlFFENER � EACH J016T � � 1/2' BEARING PLATE X 12' _. _. __..�__ _ PER JOIST It — -_ �/�_ i DOUBLE TOP LATE CONT. 1.. . i ' Tb• COLUMN PER X REAM WIDTH FLUB I AND NAIL WITH Ied AT O PLAN _ - - - 6' O.G. U 1 FRAMING DETAIL 2 FRAMING DETAIL r3_'� FRAMING DETAIL r4 %� FRAMINCs DETAIL _ 5 FRAMING DETAIL < 52.1 621-I I' I'-®' 52.1 621-2 I' . I'-O' 841-3 I' . 1'-0' 1 �2_ 52.1 621-4 I • I -O 52.) 621-1 1' I'•0' (] .7 W �, S L3X3X1/4' XI?� I/2' O AT 48' O.G. UNDER NUT = � U 6PW%CN LBTAIi AT 48' OG. X b DLOCKN�G EXISTING WRAP BEHIND LEDGER A6 EXISTING +Y-+ O • GONG. PANEL 1100'D• AND NAIL EQUALLY GONC. PANEL TO J0167 AT LEDGER I - _ J FLOOR JOIST PER PLAN L3 X 3 X 1/4 X 0-5' 2 X 6 LEDGER WITH C1) lid EACH STUD AT 48' O.C. UNDER NUT AND lid AT i' OC. 4 X b P.T. LEDGER WITH TO BLOC KN O i 64.1 3/4' DIA. DRILLED ANCHOR 4 X 12 P.T. LEOr#R 6F$ATH I�JL.L 1#IGNT DOLTS AT 48' O.C. W/ 3/4' DIA Ala. - - ------ ---- - -- AT Ib' O.C. TO LEDGER PER Fi PLAN _ -� I A FLOOR JOIST FLOOR JOIST - 1 -- - PER PLAN PER PLAN 62J 1 1- --.1 II 11 `J II Y HCR. MID WED r I I CQ) STIFF. PER PLAN I� 9 11 � II _ _ '1 I K 11 ' ��^• -r It FRAMING DETAIL �1 FRAMING DETAIL S FRAMING DETAIL II 11 , 52.1 521-6 1. 0 1'-0' 52.1 541-s 1' . I'-o' 52.1 641-8 I' . 1'-D' ,� N ti It 4 X 4 DL.004CING • _-J �'_ fff `- L�� ,�r '' * .-•.. 4X BLOCKING WITH ""— 1, ,, - • -- - - _. .. ._ _. ... .._ ._ L DETWlEOV JOISTS WITH *d TOENAIL AT O' or.. ZX JOIST PER PLAN Ibd AT 8' OAC. TO EXIST. (JOIST DOES NOT OCCUR TJI BLOCKING SHEATH AND NAIL--� 2X J016T At SIM. CONDITION) PER PLAN '' " _I f I r_,:-_. hr-- 1► r--- PER PLAN _- , ,I _._ `' - -r• - , Id I 1 AT 62.1 4'' • r I a ZX JOIST PER. JOIST P^R PLAN 6 PLAN I"; I alt'", 600 'LU' J016T HMIGER 91P'1PPiON 'LU' JOIST __>� DONT. DOUBLE TE ' i - HAWGER EXISTING -SPLICE PER � BEAM PER PLAN FRAMING PROVIDE WEB FILLER p I JOIST PER PLAN A6 REaJIRED AT EXIST. X TJI BLOCKING SIM. Z t HANGER AIJp WEB _ --� A Q- STIFF. PVR Mr•'R - - - - - 1• I` 9 FRAMING L�ET,41L 1m FRAMING i�ETAIL. _ �� . - - -. __-_-- .: : -_�_ --•_ _.:::� r--- � FRAMING DETAIL 52.1 s21-9 i' , ,�-m' 52.1 ''�'' 52.1 r 1-0 ..� ' _ � 621-If8 I . I 821-I1 I . - f Iul ci I 11 EXISTING 2X BLOCKING -IMIOVE NEW 2X BLOCKING AND REPLACE OR CUT A6 RE41UIRf:D WITH Ibd AT $' O.C.` FOR NEW JOIST BEARING i t 4 62J I , NEW ZX JOIST ll EXISTING 2X JOIST PER PLAN nl �` RE'✓I S I ONS EXISTING METAL STUD ®EAR NEW JOIST WALL -REINF. PER - I MARCH 23, 1961 2' MIN. ON PLATE c� li PLAN - FLOOR SHEATHING 12 FRAMING DETAIL. PER NOTE al'--, ---------- --------- 52.1 621-12 711 DATE-20-FES., 1998 FILE 62.1 JOB _ NOTEat DII�! _—I GHK ---- IJ ROOF "ATHING TO DE 3/4' t 4 G C;DX PLYWOOD, FLOOR PALL N ALL O 48/O4, NAIL 61 EDIG WITH IltAd AT 2NE) O R FRA}I I� I G FLA* I o i' OC. ALL 6UP'P+ORTED PANEL EDCiEb AND l0d At I I I `� I � 12' OL.FIELD, SCALE: 118' = 1'-0' � � LEWIS & VAN VLEET INC. GLUE 6HEATHNVG WITH :►/i' DIA, DEAD OIC C:ONbTIRJGt1C7N CONtULTINO tNO1NttR!• ADHE6IVQ. 1' 15924 quarry road C lake oewego, oregon 97035 (503) 699-9667 phone (503) 699-9477 fax C� SETS BUP98-01 13 8300 SW Huilziker 8 of 24 IF THIS DOCUMFNT IS LESS TTTT11f�ll�llll lllllll Illll I IIIIIII Ijlil I 11 , 1111 111iT11 IIiI11'1 lllll I Illjlll lllllll IIIIIII IIIIIII IIIIIII IIIA 1 111!1!1 11111 11r11�T 111 1 I IIIIIII III 111 1111111 III I I ' LFGTBI,F THAN THIS PIOTATION, — _�_ I ,� I II I I !�l �l I 6�I J�•• I I 1 I . I �b l �1 I �� IT T. DUf; TO THF DOCUMENT. OF TF{R ORTGINP.L DOCUMF;NT. I J VIII IIIIIIIII IIII�IIII IIII�IIII�IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII illl�lll t et +1111 IIII�IIII IIII�IIII IIIIIIIII IIIIIIIIEI ►II1�111GI I�1IIIII�TII� I �f I s �II 911�11119n1111111!1111118 11111 c I I 1 I Illllllll ILII III 111111 II�IIII�IiII IIIIIIIII II VIII 11� 111111 III�NIII : iT 1 � ti w•� a1 II , + ioil (10) SPACES • W-0' . W'-0' 35 R 1 0 a R ` 0 30 }ns N • +1 a " r'„y �� + '� __-- 0 C.B. - EXISTING--- -1- N A.C. PAVING � I 44r• � " ! •1 • .i_k ra� I `n 8> SPACES • 9'-0' '12'-0' V ,• ,r 4 • i�(�� , 'fir \ Al A t� -__� 1 N W EXISTING TRUCK LOADNNG .-.6 • , �' + N ,_ ,N EXISTING CNAA I G.B O /�� N '�,. 4• ' ,t.',,o• ,' - t ; 1i •� W , ; LINK E FEN _.-. _-_•_.—_-_ `_----------__ , V We dAI iv 4a � t 1 � J. w, A1 • 444 fi,�.... < .TE �I � " •� � • r �'Lr ._ ��+ � • f � I � EXISTING ----.�_ EXISTING w BIKE RACK \ a BUILDING H � ROLLING ROLLING ,A— r. ® , GATT AT .fl r _ z art 1 AMr It luou-1 , 1 �! w �' +M o fi n.,B. EXISTING N.G. PARKING s NO ! UYi � {•�w•• �� A I , ,� � III ' a► ' _._.-- - -... _. ., � � `I N is�` I 1 • �• ,x >r� ' 1 —._..-. _ _._.. • to I- �I 4• ttl VICINITY MAS' (, � 44 _ ------- -- EXISTING ` PARKING - °1 baa -- 1 r m 1 EXISTING CONC. SIDEIUALKS0-0 N TYPE OF FACILITY: GENERAL CONTRACTOR OFr-ICES/ WAREHOUSE S.W. WLNZIKER DRIVE PROJECT SUMMARY JURISDICTION: CITY OF T!GARD LAND USE ZONE- NP) INDUSTRIAL PARK ADDRESS: S.W. HUNZIKER DRIVE LEGAL DESCRIPTION: 251 IBC TL 2201 LANDSCAPING REQUIRED: 20% 0 SITE PLAN � PARKING 5PACE6 33 STANDARD 1 COMPACT SCALE: I' = 20'-0' ♦ �� 1 HANDICAPPED N 41 TOTAL SPACES ,) AIM ANAI-YSIS IatLOT COVERAGE OF SITE /Iti ^o v BUILDING AREA 16,922 S.F. 38.6% PARKING 4 DRIVES 11,111 S.F. 41.10 LANDSCAPING/ OPEN 9,043 SF. 20.396 TOTAL S 1 TE AREA 43136 5.F. 100% .1y O\ ,. ..•• REVl510NS CODE RE VjfW P4�pS0vea a,�y pol" desco a BUILDING CODE: U.B.G. 1994 WITH OREGON AMENDMENTS Vol OCCUPANCY: B CONSTRUCTION TYPE: 5N (FULLY SPRINKLERED) A 't� o --� P� M Eec to P�*oh•, " e RED See TOTAL BUILDING AREA: 22,810 S.F. WITH OFFICE EXPANSION �dd�cr'sJ�~ 7 6`I• - OFFICE FIRST FLOOR (EXISTING) 4,441 S.F, -- - s OFFICE FIRST FLOOR (EXPANSION) 1,304 S.F. DATE /3,9a OFFICE FIRST FLOOR TOTAL 5,-181 S.F. FILE 9-1345C\/l JCB OFFICE SECOND FLOOR (EXISTING) 4,306 S.F. 913-450_ _ OFFICE SECOND FLOOR (EXPANS'ON) 1,642 S.F. CUJN ("IAM CNK I OFFICE SECOND FLOOR TOTAL 5,948 S.F. 't WAREHOUSE (EXISTING) —_ _ 11,135 S.F. TOTAL BUILDING 22,810 S.F. r (WAREHOUSE/OFFICE) A1 . 1 1 CF 5�-a�FTS [S IJ P98-01 13 8300 SW IIunziker 9 of 24 ,., .. ,. IF THIS DOCUMFNTISLESS f 1�T� III � I ISI I � III I � I � I 1 � 1 11f I � 1PT ISI ISI I � I � I I � � � l 1 Ill 111 I � I I � ym . LEGIBLE THAN THIS NOTATION, I _I 41 I �� 6� I �� I � � • }� � 11. � �� F - IT IS DUE TO THF QUALITY OF No.36 af,THF ORIGINALDOCUMENT. •- - - --,--_ __ _ -_ 1 Ile 1T11181111111II I'llIIIIIII IIIIliIIIIIIII�IIII IIII�IIII IIII�IIII IIII�II I IIII�IIIIIIIII�IIII IIIIIIIII IIII�IIII I IIII�IIII IIII�IIII IIIIIIIII 111III1IIlull+IIs IlllllllGllillllllli iuII11II illllull IIII III 11111111 LIIIIIII sr�lnl Qn�lln yll�nn slllnll Icllllnll Tii11� I III�IIII I u 1I • a I I i i I o 5 I ol 031 A � / TAI ..._ VIN EXISTING - r= 1 UP I W N �q I�Er EXISTING I I-�- ? EXISTING NEW w w EXE 14F = STORAGE _ - - OF I V E XISTING rosA < O EXISTING 51-LOWERLu R1'1 I a I 1 � I EXISTING O O EXISTINGI QFFI 04 3 OFFICE O NEW OFFICE '3 EXISTING U�M� I V 6 O Ima ; O� � ICYa p i Fill,EX StIJEXISTING 3 Cs CONCRET;_ FLOOR MEN EXISTING ® I EXISTING EXISTING I r WAREHOUSE i I _ OFFICE 'Z BFf lr�E M 1 NEW =s1RING WALLS I 4 I 1 (SE E STt2UCTURAL) aD 1 NEW CONFERENCE - - EXISTING EXISTING Im9 103 BUSINESS STAIR UP — - - - OFFICE NEW 2r4 WOOD STUD - 1I� NE _ __ - pilli WALL W/ s%' GYP. BOARD �l° ST E --------- -------- - -- C Di r � W p (A STORAGE 0 2'> 2a �6 _m 10 ii EXISTING 11 M��/I ' L- -- I I 1 jj fir_ ------e--- EXISTINS 11 NEW/ RELOCATEDREMOVED —' 1 OFFICE 01 I _ -"I'�_��_ � - - - 1ml I I STAIRWAY 4 RAILING 5T,4IRWAI' (V STAIRS C-2 C\ I UP I A�� A NEW tZ� t- - l - I EXISTING �j CLOSET I OFFICE "? II ~ K` B tc I — — _ I CT I I N TNiN SET BRONZE COLORtEO � SLATE 4NGLE W/ POLISHED � _ •_ - — — — — — — — — — — — — — ,EXISTING DOOR W/ EDGE EXIT SIGN STORAGE/ ELEC. -- - - - - - .- - _ _ -_ - -_ - - _ - _ _- - OE I----GLUE DOWN � - •i= — — — - — -�— � 11 3 CARPET / A4.1 ENLd�I�ED -- o o <— PLAN - 12 -i CONC. SLAB EXISTINGi O.N. DOCR 8 EXISTING TYP. (4) PLACES DOWhl5POUT V 1 - - ol FULL SCALESLATED EDGE DETA*A' IL \ \4 00 A � 6 A2.1 I 1� f,, v I -- F7 TILE (T-I) REVISIONS I RST FL 00R A2.1 —TILE (T-2) �L ANY SCALE: I/V : V ,0 r y _ - ;EXISTING DOOR CON5 I FRUCTION NOTE5: MODIFIED SINK CABINET O RELOCATED EXIT COORS ° o o C2) NEW TOILET (M4 i CH EXISTING) 11 SAW CUT EXISTING SLAB t POUR NEW CONCRETE W/ 3/9' RECESS _ UJAITIN6 0 NEUJ TOILET PARTITIONS (MATCH EXISTING) INSTALL 4'0 DRAIN IN CENTER t Do-'TE 3 3 9a `� TIE INTO EXISTING DOWNSPOUT FELE �73.1�CA1 �_ ( v NEW T.S. COLUMNS (SEE STRUCTURAL) 12 NEW RECESSED WALK—OFF MAT— (C-4)O �oB (SEE FINISK SCHEDULE)5 REMOVE � RELOCATE STORAGE CABINETS INSTALLEE TALE AS OWN /A S E 1 E 2 2. ) Cl) NEW 1,2' x 12' TILE FLOOR s ENLAr`w4`*aoE0 WAITING AREA ® EXISTING ELECTRICAL PANELS A2o A" SCALE: 1/4' : 1'. 0' TILE FLOOR PATTERN Og CUT BACK EXISTING WALL (PATCH AS REQUIRED, 1311 199-01 i 3 OF S+4EET I S 8,100 SW I Iunziker 10 of'24 t 4t ��..• ...�GB�YY,:�k:::.: ,�.•gi�o�+....��.� .,.., _ ,..._ .- ._-, ;r THIS DOCUMENT IS LF�� 1 I 1 f t 1 f l l l l 1 1 T t 7 I 1 ( I I I I I I l i 1 1 1 1 I I I T l l Y 1 1 T 1 1 T T 1 1 1 1 1 1 I 1 1 1 1 1 1 I I I III 1 1 1771 lil:! � �� ►�1 + � r � � � + � + I ' I � I � I � III � lel l � 1 1 1 ISI III ISI I . LEGIBLE THAN THIS NOTATION, -_�� -` R TT T( T QUALITY OF T77 - T. DUE ) THE MEN 1 Na.3e fl�r, - � /'i/ 1 ?71 THF. ORTGTI`�P.L DOCUMENT, -- _ 8 IlI"l �8L LG9L till, tl I R>/ G I T��L og 8t Bt �Lt 91 9tJill et Gt it t �6 LT1111111 9 I i'lol I8 t� i>n�VIII IINIlll!Illilllll!IIII IIIIIIIII IIIIIIIIIIIII II�iIUIIIIIIIIIIII Illilllllliill!I i I I I 111111ll�l IIIIII11�111 1111111 Ili( Illllllllll (III!IIIIII �IIIIIIIIIIIIIIIIIIII III�11IIIIIII IIIIIII IIIIIIIII 11(1111 IIIIIIIIIIIIIIII,II T rw� �- 4 I I f I I I I 0 vt ETER �ISTAIR 02 U w' NEW OFFICE 04 I (f� W o EXISTING EXISTING EXISTING _ EXIS ST�}gA�E OFFICE M3 OFFICE M2 _ N1 `-' II f ► ) � N I `�✓/ i. 00 �1 r < o 12LAj1 1 pp __ /0I -- -- o i i NEW OFFICE 0� WOMEN$' EXISTI EXISTING �, 203 204' � OFFICE M0 E m V b B O A EXISTING O � _ OFFICE M4 u 3 `n 0 r I MENS o 4 � EXISTING EXISTING I OFFICE V OFFICE-n e,_ -3 _0• EXIST , I ;q G VERIFY M 1 NOTE: EXTEND WALL WALLS 4 TO STRUCTURE W/ fie' \ NEW OFFICE Y7 A32 GYP. 5OARD EACH SIDE ?06 c � ? A3] � res I 1rd1 %0 HALL CD EXISTING 1 DN D v ?rDl 1 TAI M 0a �►_:�� '� II W x NEW OFFICE •1 NEW OFR C EXISTING ;-"- EXPANDEt� OFFICE 4192 II 101 4,_0. 1206 OFFICE liy, II I ?Iry ��-__•. II � P: Li --- EXISTING EXISTING 8 OFFICE 018 OFFICE MS II N i h II II � � II Z NEW OFFICE M0 N OFFICE '9 3 �� ® 6 Z' too 00 V i SECOND FLOOR F SCALE: 1/8' = 1'-fa' REVISIONS CONSTRUCTION NOTES:(DEXISTING WORK SURFACE * 36' A,F.F, 12 PATCH CARPET W/ (C-2) (�) EXISTING STAIRS t LANDING 13 - 03 NEW 4'-2' x 4'-2' ALUM. WINDOWS W/ INSULATED GLASS (MATCH EXITING) 4� NEW RESTROOP'19 (SEE INTERIOR ELEVATIONS) 5 NEW SINK t CABINET (SEE INTERIOR ELEVATIONS) DATE 3%3 '98 - ® EXISTING DOOR REPLACE W/ FILE `3'1345-Cf=2 , 20 MIN. RATED DOOR W/ CLOSER ,JOB 913450 y -®rREMOVED 2x4 WALL DUJN M4M CN4< ® REMOVIF STAIRWAY FOR NEW STAIR LOCATION (SEE FLOOR PLAN) RELOCATEL STAIRWAY �i WE INSULATED WIRE GLASS (MATCH EXISTING) A2. 2 11 MECHANICAL DUCT SPACE OF 6�4EET5 13111'98-0113 83100 SW Ilunziker IIof24 _ _•...,, �. _:..ya,�.rnauawssa.rs., .._. _,.,... tt:-'+C±�S'.+.='�..,.... �.....- _.._ ryrsrw�._ .�+.wy...-�..,:-..., ......., . .:..wi..,.,,,,T"..: .w...nr.,,.-•••-. _ �. "n.n IF r11IS DOCUMENT TS I,ESS 71IT131111'1 !il1111111111i.11T111111111I1IllII1I111 i1T111-11111111I1 111�111�ITII111 IIIIIII!II I II 111!11111 Jill I�11Tl111l11l4TiT11ITT111 T 1 II11111iIll111111111 IIIIIIILEGIBLE THAN THIS NOTATION, I �1 — —_ �i�S,l I AI �I I G I I M 0 I I �` nl 12 IT IS DUE TO THE QUALITY OF 1L j� V V No 3e ""r I �� • '7 THE ORIGINAL DOCUMENT. — - — — — -- ��'" "' ((J g of tir,I�III11 IIII !I!illlll11111111111IIIIIIII 111111111111111111111111I I !1111111 IIIIiilllllI �iiil1L9QCi IIl�lll T3 43 J I I I I r N T w ! ' r I V I W N N W f-- n NEW N STORAQE r 1 I a � f _a co ui F- EW I E Q 5 < 7 j I 20� _ 7D4 TIE INTO EXISTING1' 4 __ - - L===A L� V EW { RE _ CORRIDOR LIGHTING u i 101 MrENS. a _ --GYP. BOARD CEILIKG - - O — 0 8'-6* A.F.F. j . TIE INTO EISTING CORRIDO LIGHTING - I EWJI IE: MI6 1 I 206 .D Niwl 13 ®, ETI IJ d NE --- — --_ D13 01 STC E 9'-0' A.FF. -- - - - , _ I _ 'O - ---GYP. BOARD CEILI G / II {' I - STORAGE _ 9 ' EXISTING GYP. BOARD SO-FIT t] i' 1 109 _ ' = - — - - -- p `• � II � 8'-7' A.F.F. J II NE IC �1 N W G I ll) NEW 2' x 4' LIGHT FIXTURE —}}--EXISTING GYP. BOARD SCFFIT ? 1 j 209 V-I' A.F.F. EXISTING ACOUSTICAL CEILING O .n Im _ _ _ —EXISTING ACOUSTICAL CEILING Q -a 1 0FFIC *1 I I I I ' A.F.F. t7. . m 0 .- EXISTING 2' x 4' LIGHT FIXTURES- , O I 4 ' II .I. STAIRS - 110 ° 13 E 12 GYP. BOARD SOFFIT LOS1T. A.F.F. 109' ' - ; N ACOUSTICAL CEILING I10'-VA.F.F. , - - - - E hCE "S STORAGE/ ELEC. - - ; , - - _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ NEWOFFC '9 ?I 104 ? i V) OQ FIRST FLOOR REFLECTED CLIG. FLANREFLECTEDz SECOND �LOO� CLG. PLAN A" SCALE: 1/8 = I'-0 2 • SCALE: 1/8 1 0 REFLECTED ClEIL Ms ,g. YM BOLIJ . EXISTING 2 x 4 LAY- IN FIX LRE CONSTRUCTION NOTES: NEW/RELOCA'rED 2' 4' LLT-IN FLUORESCENT cl) LIGHT FIXTURES UPGRADE EXISTING LIGHT FIXTURES AS SHOWN ON FLANS NIGHT L.IGHT/irMERCaFNC'Y CIRCUIT REV1510N5 2 SURFACE MOUNTED LIGHT FIXTURES NEW I' x 4' FIXTURE O3 CHAIN HUNG LIGHT FIXTURES ® NEW 2' x 2' FIXTURIF L _ J REMOVED FIXTURE ® P.ELOCATED LIGHT FIXTURES RECESSED DOWN-IGI-IT W/ CLEAR ALZAK. REFLECTOR (MATCH EXISTING) PENDANT OR SURFACE MTO INCANDESCENT (MATCH EXISTING © EMERGENCY BATTERY ;.IGHT ® EXIT LIGHT DATE 3/3/98 _ e EXHAUST FAN — FILE 97345_cRG SPRINKLER HEAD E EXISTING ® SPEAKER N NEW JOB 973450_ R REMOVED CWN MAM c:"< ® POWER POLE RL RELOCATED (� JUNCTION BOX •44' MOUNTING HEIGHT AFF. TO (, DIM. DIMMER SWITCH Cl, SMOKE DECTECTOR 0 SWITCHING A2. 3 B11P98-0113 OF SHEET5 8300 SW Hunziker 12 of 24 1 ^ 11l I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 II� ITI I �]l TF THIS DOCUMENTSIS LFS� I � 1j1Illl�l IIf �l I�Illli !L ,GIBLF THAN THINOTATION, �� I __T , 41 I I Ej -_ I 4 I 8 b „ II 1 �� i� I 1 T I¢ DUF TO THr QUALITY OF N /•�L/Q(/,('7 fig, Q ME ORIGINAI DGGIIMFN'I'. — --- — -- No.36 ��-`�� I I "(J�+1V 9 it III�II�IIII IIIIIIIII IIIII!IIIIIIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIII�IIII�IIII III �IIII IIII�IIIIITII�IIII IIII�IIII illl�llli illl�ll1:iIIItIILilll�llu illl�llll illl�llll ell�llll IIII�IIII iill�Illl i�ll�Illl QII�I�II;IIIIII Sll�nn Lll�n Itlilull• I -J 3 4 5 (o I NEW 4'-0' X 4'-0' I PANEL JOINT- TYP, WINDOWS W/ TINTED INSULATED GLASS I PREFINISHED METAL (TO MATCH EXISTING)( EXISTING WINDOWS COPING 25'-2' A.F.F. l BTM. BTL, FRAME -- REVEALS- TYP. L IM FRIr --•— -- -20'-2' A.F.F. - EXISTING 20' x 20' x 1/4' iv T,O. WINDOW SYSTEM N RECESS a] 16'-m' A,FF. Z EXISTING LIGHT FIXTURE +� i i - �'i i- 1 • EBTM. STL. FRAME 10 F-'' o REVEALS- TYP. R.O. R.O. 1 � EXISTING T.5 FRAME � W N PANEL JOINT - NEW $TL. CANOPY- ( - (MATCH E•X STING) ? _ EXISTING CURVED WINDOW CONCRETE PANELS ---- ---- e - - ��- - - =A- - WALL • � • � \ � - � —EXISTING 24' x 24' s CONCRETE COLUMN a I t `-EXISTING ALUM. WINDOW ' �1 a 4 DOOR 5*1"STEM �� g u l ri-%\EAST E u0 b 'ya SCALE: 1/8' ■ 1'-0' 20 zLn Ln Is< 45 � �o A3. —7( ,NOTE: ALIGN STL. ROD IN EXISTING GONG. REVEAL- TYP. --CLEVI.SE- TYP. 3i4'0 STL. ROD- TYP.---- AT EACH END (2) PLACES W/ CLE'/ISE AT EACH END 3 A3 TURNBUCKLE- TYP.--� b LINE OF ROOF --�, �n 3 /�- _ STEEL ROD STEEL CANOPY- ' sir'o 4A �..►1�TTP. (2) PLACES ' ( MITER CORNERS A3. ` - - - - - - -- - - I STEEL CHANNEL 2' x 2' WATER- - - — - - - - - (SEE STRUCTURAL) DRAIN 2' x 2' STEEL TUBE W/ CHAMFER, EXTEND PAST3�. STEEL PLATE -%' STEEL PLATE STL. BEAM 3i4'- TYP. TYP. (2) PLACES TTP. (2) PLACES ~� 4'-0' LINE OF ROOF BEYOND r2--,\ENLARGE0 CANOPY DETAIL. STEEL CANOPY ELEVATION w � 1 -m SCALE: I�z I -0 N 3/4'o STEEL ROD a ----CLEVISL: 3/4' THRU BOLT WITH COTTER PIN -- - — 1/2' KNIFE PLATE �q 1/2' E'SACK PLATE SLOPED CONIC. W/---____ DECK COATING 3116' 2' x 2' WATER DRAIN 0 4' x 4' TS. WELD - I O TO CHANNEL EA. SIDE _T-- ----� EXPOSEDW METAL DECKING a'---�_- 3ks' STEEL PLATE ---$'EEL CHANNEL TYP. (2) PLACES (SEE STRUCTURAL) - 4'-0' NOTE: PAINT ALL PIECES Ir. 3 STEEL CANOPY CONNECTION STEEL CANOPY SECTION 1 SCALE: 112' =1'-m' SCALE: I1%' I'-V REVISIONS 112' STEEL--, BACK PLATE 2�1 _ — 24 4' •ry n PROVIDE 3' x 3' x i"4' STL. PLATE- E WASHERS AT EACH .9 (PAINT) - } ANCHOR BOLT - _ - D4TE 2/10/938STEEL j (BACK PLATE FILE 9_1345OE1 y t ANCHOR BOL Tb• JOB 9�3451a TYP. (2) PLACES (SEE STRUCTURAL) <,ONCRETF PANEL-40' DWN MAM C�+K SEE STN:UCTURAL) 1 a o .� STEEL PLATE DETAILS A3 4o 1 SCALE: 112 ' 1'-0' OF SHEETS r3I A'9s-u I I3 8300 SW Hunziker 13 of'24 IF THIS ROCU MFNT IS I,F;Sc -- 'l'TTT1I� lllllll lllllll l�lllI l lllllil�I'iI�I 11111111 IT11i11 llitll�T 111(1 1 1�1�1�1 1111111 1111111 VIII 111111111111% l)1�T�1 11 it1 T T'♦1�11T11�11T11 I1I1II1 1IIwI1II 1111111 VIII � �'"'�"-- -----•- �___.-_-_ _.. � rte► I •+�--• • j 1 ( 2 I I 4 11 I 6 I I 11 _ I 1� LF,G I B LF THAN THIS NOTATION, L _l__—.�_� �— _ _ —� IT IS DUF TO THF QUALITY OF THF ORIGINA! DOCUMENT. — --- — — Noae �'rsxi� V s sc eTs a�c 9c z ibc I I cull l c Tc oc et Ie>1 lllllllll Illllllll IIIIIIIII Illlllllsl�llllllllGl tllllllt IIII�IIII IIIIIIII IIIIIIIII ILIIIIIIII Iglll�llll IQIIIIIIII�IIIIIIII ISIIIIIIII Icllllllll�llll�fJllMr- � � � IIITIII�IIIIIIIII�IIII IIII�IIII IIII�II Ill llll II Illllllll IIIIIIIIIIIIII�IIII Illlillll IIII�IIII MIS ,UPPER CABINETS W/ (2) ADJ. SHELVES lPL- - .,....._ G" c_ � ---GYP. BOARD .� . WALLS- TYP. - - f CO (DOIZ COUNTER TOP t (PL• - - - __ LC�W!:�' CA(3INi�T;i-- -- 9 Z o -- - ' 'J L,D. . c SELF PL ,BASE (5- 111 13A5IL RELOCATEp (PR.) 2'-4' x 1'-0' COUNTER TOP (PL- ) 3'-0' x -1'-0' SG G`r P. BOARD WALL U� F-• A. l PR) 3'-0' x '-0' B. SC WOOD CLOSET LOWER CABINETS —' WOOD DOOr:S WOOD t GLASS DOOR5 W/ ADJ. 5PELF (FL- ) TYF, (2) PLACES NEW SINK (N.I.C.) ENTRY DOORS O T r V ) r.ovdCONFERENCE ROOMELEVATIONS N W SINK./ CA51NET sELEVATIONS SCALE: I/4' 1'-0' ` � �/W c: 0 .GAL- 1/4 = I 0 � a O � g o GYP. BOARD WALL GYP, BOARD WALL -�- --_ - -- - - - _ ___----_ - - - 04 PAINT- (P- PAINT- CP- ) _ U - YP. BOARD WALL ROOM FINISCt-4EDULE DOOR SCHEDULE PAINT- (P- _ --30' x 36' MIRROR - - -- -` — - -- — --- ---- O 36 GRAB BAR WAL L� CLG CLG DC' 7R FRAME FIRE HDW _ SEMI-RECESSED ''� No. I NAME' �-- — FLP- BASE MAT. HT. NOTES No. SIZE -- DETAILS NOTES z N �� E W _ TYPE MAT. FIN. MAT. FIN. RATG YPE 4._ PAPER TOWEL DISP/ � SANITARY SEAT D15P. N --- ----- ----- — — -- ® REMOVED REL ATED �_ -- - • WASTE RECI:PT, i4 �0 36' GRAB BAR 101 OFFICE " P-1 P.•I F-I P-1 C-1 E3-1 - - ,-- c4 -42' SIDE GRAB BAR ti-� -42' 51DE GRAB BAR -^ -- ---.,---- -- —- - -- - - 102 OFFICE — P-1 P -1 F -1 P-1 C-1 B-1 - - ISI 3'-0' x 1'-0' EXIS . B WOOD ST-I WOOD 57-1 z I COUNTER TOP t -TCILET PAPER D15P. 552' --- TOILET PAPER D15P. X 103 1 ONFERE:NCE- r- -2 F 2 F -2 P-2 B-2 Ar;T-2 VARIE 102 3'-V' x 1'-0' EXI$ . B WOOD ST-1 WOOD ST-1 E BACKSPLASN CPL- 'v :� t11N. Q ---_ — �.__ _RUBBER BASE 104 I .TORAGI:/ ELE-� P-; I P-I P-1 P-I B-I GYP. 9'-0 03 RELOCATED --- - all - -- .- - _ _ 4' RUBBER BASE lB- ) I 105 CU OSETr C-1 ACT-2 9'-0' CPR) 3'-0' x 1'-0' A OD/ 5T-1 WOOD 5T-I MATCW EXISTING GYP. - ' x 1'- - A. _ _ fa 3 0 0 B WOOD 5T-I WOOD St I 101 rOFFICE 0.3 140, ACT-I V-0' 3'-0' x 1'-0' B 108 STORAGE - - G7 P. 10✓ (PR.) 2'-4' x 1'-0' B s WOMENS RESTROOM ELEVATIONS 109 _5 :�1zAGlr __ _ - ® REMOVED SCALE: 1/4' = 1'-(�' 110 tTAIRS - - ,y ® 3'-0' x 1'-m' B WOOD i -c-C-1 WOOD 5T-I 0 w 11) UXIMEN5 RR _ P-3 P-3 F-3 P-3 6Y-1 5-2 ACT-1 10'1 3'-0' x 1'-0' B WOOD ST-1 WOOD ST-1 - 201 ✓-TALL -- ra-1 P. I P-1 I P-1 C-2 B-1 9'-.'d' 108 3'-0' x 1'-0_ ' C NM PAINT W.M. P41NT 202 OFFICE '•u - - C-1 _ - -- 1�9 RELOCATEr., F - 01066 MIRROR 203 CFICE '�. C-I -- -_-- _ -` (� REMOVED i GYP. BOARD WALL 204 WOMEN6 RR P-3 P 3 P-3 P-3 T-2 T-3 201 3'-0' x 1'-0' C 1-I.M PAINT H.M. PAINT GYP. BOARD WALL -� _ , ___ ____ _. - MIN. PAINT- P- ) -- P�.tNT- (P- ) -=- 205 �IE'NS R��_ _- P-3 P 3 F-3 P-3 T-2 T-3 ` -� �3 3'-0 x 1 -0 B WOOD ST-1 WOOD ST-1 I TOILET PARTITIONS - I / /� '� + 206 OFFICE �:. - -- P-1 P••I P-1 P-1 C-1 B-I (d4 3'-0' x 1'-0' B GRAB BZRS- BEYOND I r 201 OFFICE ►1 FL 20 I I -- - -SEMI-tECESSED _- _---- ( m5 3'-0 x 1' N 0 ,�TO)LET- BEYOND M �__ c0 PAX' . PAPE52 TOWEL DISP/ - - _ -0 B MI 208 OFFICE OF, a X 209 � 3' OFFICE ' — _ 2>� -0' x 1'-0' 3 - WASTE RECEPT. - L in L 210 OFFICE 10N Op 08 3'-0' x 1'-0' B 4° RUBBER BASE (B- ) � � COUNTER TOP t 4' RUBBER BASE t- 3'-0' x 1'-0' B - - --- BACKSPLASH (P - ) 8 -6� T �N I J�"�� : L _ -- _ -_� 21ta 3'-0' x 1'-0' B Ne So 140 A. P-1: MILLER 05421W FINISH: EGGSHELL. P-2: MILLER "5422M FINISH: SEMI-GLOSS 3'-0' VARIES 3'-0' P-3: MILLER M-423M FINISH: FLAT 4 MENS RE STRCDOM ELEVATIONS - OV-545A / --KNOCKDOWN N.M. DOOR t SCALE: I/4' 1'-0' P-4: 1"IILLE R FINISH! SEMI-GLOSS / Q FRAME- PAINT FRAME- PAINT P-5: MILLER 05535A FINISH: SEMI-GLOSS / S.C. WOOD P-6: MILLER 058SOW FINISH. FLAT i / e / �• 0 e P MILLER 05524D FINISH: EGGSHELL ! / r r r 00 F'-8: t-11LLER 054240 FINISH: SEMI-GLOSS T-I: DAL TILE, 'MOTTLED PURPLE' 12' x 12' x 114' MACHINE GUAGED IL IL T-2: DAL TILE '%.,ER 1ONT BLACK' 12' x 12' x 1•/4' MACHINE GUAGEDA WOOD W/ CLEAR B C NOTE: TILE TO BE TREATED W/ SLATE CLEANER: MIRACLE CLEAN TEMP. GLASS BY MIRACLE CO. SEALED WITH PORUS PLUS BY MIRACLE CO. t FINISHED WITH MIRAMATETE C-1: SHAW, SOUTHERN 0L.LS, "49351 'TORONTO TEAL' PRICE CARPET W/ ENHANCER BACK AS AN ALTERNATE REVISIONS C-2: SHAW, SHOAL :REEK 30, 002450 'CLOUDSPUN' C-°: SHAW, SHOAL CREEK 30, "02355 'TROUVILLE TURQUOISE' C-4: VAN DIX CARPET, HERCULES NOP COLOR: &RIDS "1 SV-1: TARKETT, COORDINATES 051010 'BLUE HEATHER' r B-i: KOPPE: OCT5O 'GRAY', TOELESS, 4' HIGH B-2: RED OAK BASE, STAIN TO MATCH EXISTING ' FINISH. SEALER, (2) COATS CLEAR LACQUER SIZE AND PROFILE TO MATCH EXISTING ST-I: WOOD STAIN TO MATCH EXISTING DATE 3/3-98 CUSTOM GRAY TR-:NSPARENT STAIN ON OAKFILE 'E2 FINISH: TWO COATS MEDIUM LUSTRE CLEAR LACQUER JOB 913450 PL-1: NE:vAMAR 05-3-33T DUN rlaM c;-�K PL-2: NEVAMAR "5-6-31T PL-3: WILSONART "4626-8 'BLUE NEBULA* WC-1: KINNEY WALLCOVERING 0293 MM, TYPE II VINYL ACT-1: ACOUST. CLG. A3 .2 ACT-2: ACOUST. CLC. OF SHEETS 11Ul'98-01 13 8300 SVI Hunziker 14 of 24 IF TNTC DOCUMENT 1s LESS T1-TTII( 1IIIIII lIl III I�� IL�I III I ��1 III III 1�T IrT- fI lIl I 1 YIT 11 TII III III III III I I III III 1I1 I I i�1 T�1 1� � 1�t1�i11 1 � �� -_ I 1 T 11 I 1 I I I I 1 '1 1 11 T T II►�1I1 1Ir 111 1��I�II" 1 2 3 4 5 16 LI?CT©LF THAN 'i'H1S NOTATION, ( —� I IT 1s DUE AL THE QUALITY OF — fivacgi THF, ORIGINAL DOCUMENT. — — — — —_ tell 8L �8LAll. L f 9G L bL S 6 tL�0� 8T 9t LL 8 9 SG tonIIIIIIIII IIII�II',IIIIII1IIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII III IIIIIIIIIIIi� I � II �1I�IIII11I11+IIII 11111111 IIII�IIII �I�I�IIII IIII�IIII IIII � I I� II IIII�I�II llll�llll llllll 11 I2 Ij I II IIIIIIIII IIII II IIII IIII�IIII 11111111 IIll�llll IIIIIIIII I I II I IIIIIIII (IIII m . STRUCTURAL NOTES ENGINEERED WOOD JOISTS o- r GENERAL 1 � 1. All joists thus specified shall be TJI series wood chord/wood web I joists or open web 1. These notes set minimum standards for construction. The drawings govern over these wocd chord/metal web joists as designed and manufactured by Trus Joist MacMillan notes to the extent shown. Coordinate these drawings with architectural specifications Corporation (TJM) or on equivalent joist from a prior approved joist manufacturer. • • /Ifi h and notify Lewis & Van Vleet Inc. Engineers (LVI) of any discrepancies prior to The joists shall be designed for the following load requirements: beginning work. I I/2" /S C VAN J\1 2. These drawings have been prepared solely for use in construction of the project Floor Joists TMP a. 50 psf live load office 1 `� _ • • located in Tigard, Or_gon. Possession of these drawings does not grant license to P (office) 00 psf ® corridors i I construct or fabricate the whole or parts of this project in other locations. b. 20 psf partition load EXPIRES 6-30-98 3. The contractor shult verity all dimensions and conditions on drawings and in field. -• 15 psf dead load 1/2' BASE PLATE X 9' X 9' Coordinate locations of openings through floors, roofs, and walls with architectural, STUD WAI.l. AND 2X P.T. PLATE WI1'H T.S. COLUMN WITH (4) 3/4' DIA. DRILLED mechanical, plumbing and eisctrical drawings, Notify engineer of an discre or,,;ies. 2. All bridging, bearing clips, blocking, hangers, etc. that connect to the joists shall be SHEATH PER ' PER PLAN 11 Y 9 Y P pet PLAN 3BOLTS AT 48DRILLED ANCHOR ANCHOR BOLTS r o 4. The contractor shall be responsible for providing all temporary support prior to TJM standards. SANCUT EX75TING completion of the vertical and lateral load systems. LVI has not been retained to 3. Joist erector shall exercise the utmost care during the erection of joists to prevent the BLOGKOUT FG'�TINcL SLAB AS RECLaWED ©_ ; provide an services joists from buckling laterally. Stockpile, lift and laterally brace the joists as directed on EXISTING C�C' FOR BASE PLATE -GOUT FOR NEN FOOTING r- p y pertaining to job site safety precautions, or to review means, methods techniques, sequences, or procedures for performing the work. Unless we TJM's erection drawings and design manual. Remove any damaged joist from the �"� AFTER FRApdIN� IS CO♦vlPt.�i are specifically retained and compensated to do rtherwise, our work is limited to the jobsite�. Do not attempt to reinforce any damaged joist except as approved in writing EXIST. SLAB ►� design of work described on our drawings. by engineer and by TJM. dM 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the late•,t 4. Shop drawings and calculations shall be submitted and stumped by an engineer Jy u-- -- edition shall apply. registered in the State of Oregon. --- - -- -� - --- - - --e3--- 6. Inspection and or job supervision is not provided by LVI. 5. A representative of the joist manufacturer ,hall inspect all joists after erection is ° 4 e ° a in •� 7. All work shall be in strict compliance with the latest edition of the Uniform Building complete and sheathing, bridging, blocking, etc. hove been installed. In; sector shall 4 v '',, '•: •, Code (UBC) and all other state and local codes which apply. submit a report to the engineer stating that the inspection was made and that joist o-�- o- o�` ° a W 8. Design Criteria: 4 C n condition and installation are acceptable and conform to the manufacturer's epQ c<c moo cTa c7pca Cru oCD �,., ra , 'wl ° d c7 g �� 4� �a po a Floor Live Load-------------------- ----- 50 psf requirements. _ Op Wind Load-------- •-------------------- UBC 80 mph exposure B `" "--� Seismic------ --------------------_.----_-- zone 3 STRUCTURAL AND MISCELLANEOUS STEEL _ 17L- �_ FOOTING SIZE AND Z 9. Any mechanical equipment, piping, ductwork, etc. which applies a load of 150 pounds - `^ REINF. PER PLAN or more shall be hung from a system approved by LVI. 1. Detailing, fabrication and erection of steel to conform to the Steel Construction III-1 � I--ISI U a Manual of the AISC. PER PLAN ° FOUNDATIONS 2. All steel to be A36 except as noted. 3. All welds to be made with E70XX electrodes by welders certified by AWS Standards. 1. Design soil bearing pressure equals 2300 psf live plus dead load. 4. Unless noted otherwise, all bolts to ue A325N for steel to steel connections and A307 d 2. All footings to bear on firm, undisturt-ed native soils or structural fill , Notify engineer for anchor bolts and connections to wood. Provide standard plate washers under all } �'. /� /� ' M t r A( Q DETAIL- before proceeding if any unusual conditions are encountered in footing excavations. bolt heads and nuts bearing on wood. BRIG. W^LL AT SL^� 2 �O�„��.11TIN FOOTING IN� aE I �•iIL 3. Do not excavate closer than 2:1 slope': below footing excavations. 5. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel pipe to be S, 1 SII-I I' a I'-0" eI 1 SII-2 I" = 1'-�' W 4. Clean all footing excavations of loose material by hand. Remove all wet, soft soi;, from ASTM A501 ( Fy = 36 ksi) or ASTM A53, Type E or S, Grade B ( Fy = 35 ksi). 7 g footing excavations prior to placing .oncrE te, 6. All light gauge steel 16 gouge and heavier shall be formed from steel of ASTM A570 O .. 5. Excavations may me made under footings for pipes. Backfill to be structural fill as Grade D with an Fy = 50 ksi. Light gouge steel 18 gauge and lighter shall be formed defined above, from ASTM A611 Grade C with on Fy = 37 ksi. Detail and fabricate all light gouge steel per AISC Standards. All light gauge steel sections indicated on drawings to per U CONCRETE the Metal Stud Manufacturers Association specification. All sect^ns to be 'IC' sections unless otherwise indicated on drawings. Provide 1E ge ,7! minimum material O 1. Average concrete strength to be as indicated belov, and determined by job cast lab at all secti,)ns which are indicated on the drawings to be welded. cured cylinder at 28 days plus increase depending on alont's standard deviation as 7. Do not oversize drilled or punched holes with a torch. 0 specified in AC•1 318. 8. Provide shop drawings of all structural steel items to engineer for review prior to '� 2. Minimum mix requirements: fabrication. \ �'' V Location Compressive Slump Minimum Admixtures _ eo strength (a) cement (psi) content SPECIAL INSPECTIONS Footings 25 0-5" 5 none The following special inspections are required and shall be performed by an independent testing agency. The testing og,:ncy shall provide copies of all test reports to the project ' engineer in a timely manner. 1 a. Slump exceeding specified limit shall not be placed except with written 1• Special inspection required (.,r all structural welding unless welding is performed in a (�T', ` approval of engineer. shop approved by the building official. All field we!d;ng requires special inspection. Special inspection of welding may be performed or, a periodic basis per UBC Section 3. Use Type I cement, per ASTM C-150 unless otherwise approved. 1701.5.5.1, Exception 2. All full penetration welds require inspection of fitup prior to -----•-- - - welding as well as inspection of completed welds. -;i 4. Aggregate to be t. per ASTM concrete I 5. All drilled anchors bolts in concrete to be "Sup- -R-Stud" by U.S.E. Diamond (;CBO REVIEWED/UPDATED 2/4/98 /' / '` ;' I 3219 "Red Head Trubolt Wedge Anchor" b ITW Ramcet ICBG #1"'72), or con "Rawl-Stud" by The Rawlplug Co. (ICBO #4514) only. Other ancnors with written approval of engineer only. All anchors to be installed following bolt morufacturer's instructions. Provide minimum embedment, spacing, and ed a distance E TTN(;i'20 GA. METAL STUDS AT 24" O.C. g specified by -PROyIDE' ADOMONAL 20 GA. ' moiufacturer for anchor size noted unless otherwise indicated on drawing::. M'ET't,L STUt�s TO MATCH EXISTING � ... 6. All drilled epoxy anchors in concrete to be "Epson Ceramic 6 Epoxy Anchor" by •�SUL. IN 12" O.G. SPACING ITW/Ramset (IC80 #4285) or "Anchor It Fastening Systems" by Adhesives Technology Corp. (ICBG #4398) only. Other epoxy onchors with written approval of I engineer only. Install all anchors per manufacturer's instructions. Provide minimum embedment, edge distance and spacing indicated by manufacturer for anchor size noted unless otherwise indicated on drawings. REIN'ORCING D i HA`rCH® AREA INDICATES EXISTING 1. All reinforcing steel to be ASTM A615, Grade 60 except ties and stirrups to be Grade �� -FiM ARCH, i 40. � . � 1 / ,� f :, 2. Fabricate and install all reinforcing steel according to the "Manual of Standard Practice � _ F - _ -• f for Detailing Reinforcing Concrete Structures" ACI Standard 315. 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcement in poured in place walls and footings at all corners and intersections. / 4. Splices in all reinforcement shall be lapped 30 diameters or 2'-0" minimum and shall be I SHE EXZS staggered at least 4'-0" of alternate bars. 5. Provide 2-#4 each side of all openings smaller than 30" in walls. Extend reinforcement PF.R 2'-0" minimum past opening each side. See plans for larger openings (provide 2-#4 I r I N minimum). i jL r ' l 6. Provide (2)-#4 bars at top, bottom, and ends of all walls unless otherwise indicated on .�;/,y � r /�, �• � i 'i--- -•---•-----••------- 1 •-- •_..-..,-.-._.__._..___..- plans. 7. Provide dowels to match all vertical reinforcement in walls, columns and pilasters (poured in place). Lop 30 diameters or 24" minimum. WOOD FRAMING T.S. 3 X 3 X 1/4' ON 3-0" X 3-0' X 12" DEEP FOOTING WITH 0) #4 EACH WAY r ,z'_. ,�� I► I{ 1. All lumber to be species and minimum grades as follows (unless otherwise noted in drawings): a. Joists, beams, and stringers------------------------- Douglas rFir #2 6" nominal and larger beams/stringers- 9 -'---------- Douglas Fir 1 b. Bucks, blocking, bridging & mise----------------- Doug. Fir or Hem Fir #3 2 x 4 studs- C. ------------------------- ---- --Doug. Fir "STUD" or "STD" d 2 x 6 studs and larger--•----------------.__-___._Douglas Fir #2 O e. Sills, ledgers, plates, etc. in contact w/ concrete- -------P.T. Douglas Fir #2 f. Posts-----------------------------------------Douglas Fir #1 I I 2. Roof, floor, and wall sheathingto be APA rated sheathing, / II 4r. I I -- g Exposure 1, conforming to �. I / ;• ;;' ;�• ;'/,' ♦ I I I ! � '�=._._ _. •:_..-�.-.w-_._ 00 APA performance standard PS 1-83 and to ICBG NER-108. See drawings for 1 ' 1 required thickness of sheathing and/or span rating. Install roof and floor sheathing I � m � � / / � ' � t•--- with long ,Dimension perpendicular to support, and stagger end joints (unless noted ii / I _. otherwise on drawings). Use spacer tool to ensure 1/t3" end and edge joints, Including tongue and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in wall sheathing. Block roof or floor sheathing where noted on draiVings, j A II G 3. Framinghardware to be Simpson or p prior approved equal. Fill all nail holes unless noted otherwise in drawings or manufacturer's literature. Use largest nail size indicated in manufacturer's literature. 4. All bolt heads and nuts bearing on wood to be provided with u washer. 5. All nailing to be per UBC Table 23-1-0. Obtain engineer's prior approval for all � .• // / // __.e proprietary nailing or stapling systems. �'•� `, 6. Cutting and notching of joists is not permitted without engineer's prior approval. One a __� .,_�_�.___ •.�.__LL1 / inch diameter holes may be drilled in the center 1,'3 of the member depth, but all other holes to be approved prior to drilling. _ j / 011 , ___ ��, -// i ; RE /I:ICNS 7. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and l' plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes (�._. with diameters up to 1/3 cf stud depth may be drilled in stud. 8. Laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 117 specification. Unless - r` noted otherwise, simple span beams to be Combination 24F-V4 and all other beams beams cantilevered or continuous over supports,(beams PPorts, etc.) to be 24F-V8. Appearance grade to be architectural for all beams exposed to view and industrial elsewhere, unless noted otherwise in drawings. AITC or APA/EWS certificate required. Use L 1 /� I I - 9. Lamin glue. SHEAR WALL SCHEDULE } - ----�-- 9. Laminated columns to be any combination symbol and grade with Fc= 1500 psi ......_--.- -.... ;' ,� i` �' r' ;:.-•• r _-] minimum and = 1,$00,000 psi minimum. -� ,.-•.._--- ---n•-• --�------r ,-, --•---�- - =' � MK. SHEATHING $ NAILING REMARKS EXISTING WALL- AND ALL AND FOOTING 1/2" CDX PLYWOOD, ONE SIDE, ---- - A ALL EDGES BLOCf® W/ I0d NAILS AT 6" O.C. ALL PANEL --- EDGES $ 10d NAILS AT 12" O.G. PATE 20 FEB.1 19°18 IN FIELD _._---_-- - FILE I/2" CDX PLYWOOD, EACH SIDE, FOUNDATION FLAN _ T�ALL EDGE5 BLOCI�D W/ 10d - - ---`--- -. NAILS AT 4' O.G. ALL PANEL DWN CHK EDGES $ 10d NAILS AT 12" O.C. IS a L E: 1 _ IN FIELD SHEAR WALL NOTES: LEGEND I.) NAILS NOTED ARE COMMON OR GALVANIZE[) BOX. INDICATES 2 x 6 AT 16" O.G. LEWIS & VAN V L E E T INC . 3UP98-0 113 STAPLES ARE NOT AN ACCEPTABLE SUBSTITUTION. STUD BEARING WALL CONSULTING ENGINEERS S1 ,61 15924 quarry road 2.) SHEATHING TO OCCUR ON SYMBOL SIDE OF WALL. SHEAR WALL TYPE _ SEE lake oswego, oregon 97035 300 SW Hunziker - - X SCHEDULE THIS SHEET 503 699-9667 phone 15 of 24 98030/98030SI1 5033 699-9477 fax OF SHEETS TTTT1If1IIIIII �IIIIIII Ii1Il I II11111 I-j III 1 IIIII �1 IIT11TP 1�11ITt111II 1 T�TmI �1�1II 1111111 VIII 11IIIIIIIIIIII 1 iiI�T1111�T11 11�T11�T111111 IIIII �II1IIIiII IIIIIIIII�I III) A IF THIq DOCUMENT Iq LFgS I 1 I /I/� I I I I ■11/x■ y■ I 121 LEGIBLE THAN THIS NOTATION, ��_ 13t,IT IS DUI? TO THE QUALITY OF � �s No.ae B�� a THE ORIGINAL DOCUMENT. - - - \f s sL es Ls >G 66 s III Is tsG Cz st e�t I�I� IIIIIIIIIIIIIIIIIIIllllllillllllllslIlllllllclIllllllltlllllllllIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIgillllllI�IIIIIII IIIslllllll �!Illlllltlll�M � 1119"1111111IIII1IIII IIII�II11 II I II IIII�II�III�IIII�IIII IIII�lllllllll� }�4, 6 I ,2 x 4 ELOC*WrG / BEAM PER PLANbe'TWON JOISTS WITH BEAM PER PLAN PFc.�YSDEww FILLER AS D FOR Ibd AT 8' O.G. TO EXIST. SHEATH AND NAIL TJI FLOOR JOIST Pmt PLAN HANGER TJI BLOCKD4G PER PLAN - PER PLAN 12' FULL. HEIGHT STUDEXPIRES 6-30-98 WITH (3) Ibd TO r 12' I BEAM 3" • I Ile, - • - -- - --- T31 BLt)CKtPKs 3 I/7 • i I/2' I _ WITH 16d AT 8" O.C. EXISTING w FRAMING DOUBLE CRIPPLE U 1/4" SIDE PLATES X 6" 1/4' SIDE PLATES X 8" STUD BELOW BEAM X 8' WITH (Z) :/4' DIA. � � 3 Ib� 3/16 � � � X 12" WITH (Z) 3/4" DIA. BOLT'S TJI FLOOR JOIST IGd EACH SIDE BOLTSFIER PLAN x LLj 1/2' BEARING PLATE X 6' /16 3/16 1/Z' BEARING PLATE X 17 ti HANGER AND NES EACH JOIST DOUBLE TOP PLATE CONT. «) ~ STIFF. PER JOIST /` 1 -LAP 48" ALL SPLICES X BEAM WIDTH PLUS IN TP.S.ACOLUMN PER T.S. COLUMNPER ; X BEAM WIDTH PLUS I' MFR. AND NAIL WITH 16d AT U r23FRAMING DETAIL 2 FRAMING DETAILrY"� FRAMING DETAIL 4 FRAMING DETAIL 5 FRAMING DETAIL . 521-i 1" : I'-P�" S2 521-Z I" I'-0" S2. S21-3 1 I'-0' 2 521-4 I" I'-0" 2 S21-1 I" a 1'-0' [� 2 W -_ o 9 L3X3X1/4" X101/Z" � .. AT 42' O.C. UNDER NUT - SIMPS,014: LS-,AI8 AT 48' O.C. 2 X 6 BLOCKINGEDCSTING t t J WRAP BEHIND LEDGER AS �E�'LISTING O i�CONC. PANEL REQ'D. AND NAIL EQUALLY CONC. PANEL TO 701ST AT LEDGER s l ----- - -_ TJI FLOOR ( 4 / G r JOIST PER PLAN 2 X 6 LEDG�2 WITH L3 X 3 X 1/4 X0'-5' (2) 16d EACH STUD AT 48' O.C. UNDER NUT a AND Ibd AT 8' O.C. b TO BLO�.�'�NG 4 X 6 P.T. LEG'GER WITH = S2.1 3/4' DIA. DRILLED AW HOR I 4 X 12 P.T. LEDGER X ` BOLTS AT 48' O.C. I W/ 3/4" DIA A.B. SHEATH FULL HEIGHT I I \ TO LEDGER PER - - AT I6' O.G. FON. PLAN _ _ _ _ _ -- - - l FLOOR JOIST -- - - 12 FLOOR 701ST PER PLAN/ _. S2•1 PER PLAN r- HGR. AND WEB STIFF. PER PLAN 4 ' It �. S2.1J K'ro FRAMING DE 1 AILri FRAMING DETAIL S FRAMING DETAIL ! a 52. 521-6 IN = I'-0' S2. 521-5 I" = I'-0" 52. 521-8 M� 2 X 4 BLOCKING 2X BL.OGKING WITH - ,� - -------�j — ---- BETWEEN JOISTS WITH I" TOENAIL AT 8' O.C. 16d AT 8' O.C. TO EXIST. I , SIM 8 , I 2X JOIST PER PLAN TJI BLOCKING 2X JOIST 52.1 �— 52.1 e _ (JOIST GOES NOT OCCUR SHEATH AND NAIL --AT SIM. CONDITION) PER PLAN PER PLAN21 h L At S2.1 24' O.G. \2X JOIST PER JOIST PER PLAN 52.1 - _-__-_-. _ -�' I I i' N PLAN � f SIMPSON LU JOIST SIMPSUN "LU" JOIST GOVT. DOUBLE LATE HANGER HANGER -SPLICE PER 5EXISTING • BEAM PER PLAN FRAMING S2.l - I ,y Q I n IL' - L PROVIDE WEB FILLER X X ,� II A' REQUIRED AT EXIST. \ SIM. JOIST PER PI_.AN TTI BLOCKING, � HANGER AND WEB 1 "� ' s2.1 In STIFF. PER MFR. �,�--�- i I I b 1 Chi-'=� r9-"'� FRAMING DETAIL 10 FRAMING DETAIL 11 FRAMING DETAIL TJI/1-90 AT 12" O.C. 521-9 1" - I'-0' I-1 " _ " - (AT CORRM>)R) ` I I I O 52.1 S2. 52 0 I I-0 S2 c21-II .0 .'_i I i i i.�I: �i�`.er,nmea.e--• 'sa-^-t::r: �� /�/� w r.._._.__ _...� __,-.,,__�._ _ __ —_ �— EXISTING 2X BLOCKING -REMOVE I 17 ._..__.� Q •., NEW 2X B1-00ca G AND REPLACE OR CUT AS REQUIRED WITH 16d AT 8' O.C. FOR NEW JOIST BEARING �N ^ � - - - — I p 4 52.1 --- NEW 2X JOIST EXISTING 2X JOIST __ PER PLAN -- EXISTING METAL STUD �• i � X REVISIONS WALL -REIN? PER BEAR NEW JOIST - -------. 2' MIN, ON PLATE O FDN. PLAN I , FLOOR SHEATHING rl2 FRAMING DETAIL PER NOTE ."I 2. 521-12 E ') - - - - DATE 20 FEB., 1998 FILE S2.1 NotEs: DWN rHIC I.) ROOF SHEATHING TO BE 3/4' T I G COX PLYWOOD, 2ND o aFRAMINGPANEL INDEX 48/24. NASL SHEATHING WITH 10d AT � FLAN 6' 0.0. ALL SUPPORTED PANEL EDGES AND 10d AT 12' O.G. FIELD. LEWIS Sc VAN V L E E"� INC . �` I� SGaL.E. 1 ��,II GLUE SHEATHING WITH 3/8' DLA. BEAD OF CONSTRUCTION I CONSULTING ENGINEERS ADHESIVE' 15924 quarry road lake oswego, oregon 97035 (503) 699-9667 phone f3UP98-(11 13 98030/98030521 (5'03) 699-9477 fax OF SHEETS 8300 SW Hunziker - -- — -- - -- -- — -- — 16 of'24 IF THIS DOCUMENT IS LF�� -TTl'T1lf llllll I Illllll 11111,11 IIIjIII plllii�jl Illllllll-F1 111-1.11-r� llll � 11IT91�T1111ll 11111111117 I IIII111IIIIII1 1lTi11111II 1 1.1.CITJTI111 1 1 IIIIIIll11I II) IllIIIIIIIIIIII LEGIBLE THAN THIS NOTATION ' I I � I �I I i J � I I � I 6 � g I � �b �1_____i� IT IS DUE TO TNF QUALITY OF No•36 "'x'="" �l) 3f, ` THE ORIGINAL DOCUMENT. -- - — �,� £ �8L f3L GG 99 L �L SG 6 tL O>L 8t 8t I Lt 9t 4t 1bt �SSt St Tt �[ 8 8 L 9 4 1r S L tenim 111 11111 I I� IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIIIIIIIIIIIII IIIIIIIilllllllllllllllllllll lllllllll lllllllll IIIIIIIII lllllllll llllll111111 IIIIIII IIIIIIIII IIIIIIIII IIIIIIJiI �� I I ,, �, �,.I I IIIIIII Illlil�llll IIII�IIII IIII�IIII III 1i1111 Illlllll� obi II�Iilllllll�llll�lllllllll�llll IIII�I II II I� Il III III i TCT C • ,1 XN L 14 i tIlM y • •L15 � kl�rtJr ol � .a■ �+� %`,�'.►,,; � ',�w �-' �1 -�� , --..___ ._ � e L3 G.B. \�- -`.�._. EXI5TING7------� N •, "�, z_ A.C. PAVING � r 6tAq 1 • •I . , ■ (8) 6PACE5 • 9'-0' • 11'-m' _ . I r I • S_ _ �'' • ' I EXISTING TRUCK LOADING C.B. •h' .�, A�� '� EXISTING CNA! I 1 O1 w �� „, s... •'+, a .. � p � '� " . � :, - . LINK FEN E ____ __..__.____ I^.� �` • 1 U o� ►11wr tr .,� �� A 4 fs law wpm &TE 57 IT EXISTING s � � �','�• �� . f F l_ � Ei(I°+TING BIKE RACK BUILDING O E..., 8 ROL _ING ROLLING Y T6 sa `� y • ,` _ P4 V �� .. -.+ ■�� EXISTING ' - H.G. PAWING TONa s' V� a � 11+x' • 4 • / . u .f i':' i(7 1 VICINITY 1"IAP 1 _- ------ EXISTING - PARKINCa -_ — = I , Fil �I to ---� EXISTING CONC. SIDEWALKS N TYPE OF FACILITY: GENERAL CONTRACTOR OFFICES/ WAREHOUSE S.W. HAJNZIKER DRIVE ImR,-.)JECT 5UMMALRY JURISDICTION: .CITY '-O)F TIGARD LAND J5i ZONE: (IF) INDUSTRIAL AL PARD ADDRE551 S.W. HUNZ!KER DRIVE LEGAL DESCRIPTION: 251 IBS T'_ 2201 Q LANDSCAPING REQUIRED: 20% SITE . PLAN Q PARKING SPACES 33 STANDARD SCALE: 1'I" 20' M 1 COMPACT : 20'-01 00 1 HANDICAPPED 41 TOTAL SPACES SITE ANALYSIS ITEM SOT COVERAGEg, OF SITE BUILDING AREA 16,922 SF. 38.60 PARKING t DRIVES 11,111 SF, 41.10 LANDSCAPING/ OPEN 9,043 S.F. 20.3% _ I TOTAL SITE AREA 43,136 S.F. 100% REVISIONS COPE REYIELP BUILDING CODE: U.B.C. 1994 WITH OREGON AMENDMENTS OCCUPANCY: B -- CONSTRUCTION TYPE: 5N (FULLY SPRINKLERED) TOTAL BUILDING AREA: 22010 S.F. WITH OFFICE EXPANSION OFFICE F!R5T FLOOR (EXISTING) 4,447 5F. OFFICE FIRST FLOOR (EXPANSION) 1,304 SF. D4TE 3/3/98 OFFICE FIRST FLOOR TOTAL 5,181 S.F. FILE 973450VI OFFICE SECOND FLOOR (EXISTING) 4306 S.F. JCB 91345c OFFICE SECONL) FLOOR (EXPANSION) 1,642 S.F. DU)N M,41r1 CHK OFFICE SECvND FLOOR TOTAL 5,948 S.F. . 1 UJAREI'-10_USE (EXISTING) 11,135 SF._ TOTAL BUILDING 22,8-10 S.F. (WARE HOUSE/OFF ICE) A1 ,91 G BUP98-0113 SHEETS 8300 SW Hunziker 17 of 24 _.._.._ ... IW - Tli Ilr ill 111 111 II11111 iji ijl I I I � I III Ij1 T�T I�1 11T 111 I i 1�1 1�1 ill 111 III III III I I III III III 111 t11 tlt Ilt 1 r T1T 11 ",° ,,„__, 1F THIS DOCUMENT I� LFT I I I I I �G,II 1 I l I I A J �l 1 + I c I I I I I I g I 1�� IIIIIl1I1111� IIIIIIIIIII�� ...,..,�, ..w LEG113LR THAN THIS NOTATION, �� ' IT IS DUE TO THE QUALITY OF �--.__-_�__.__ — � _ �� plia(44y 1 /3 / q THE, ORIGINP.L DOCUMENT, — ------ _._ _�_ �._ � _� E 8Z BIL L7, 19L I L 1hL �SL VIII IIIIIIIII III IIII�IIII IIIIIIIII Illilllll.llllllllllllll�lllllllll�lll�llllll�llll��llllllllll IIII�IIII I1'111.I 111Illlllll II � �IIII II�I�IIII IIII�II�IIIII III IIII�IIII L��Il��ill 9IIII�IIII IIII�IIII fG 8 iIIIII II1IIIItII!I1IIIt IIII!lISIIIIIIII�IIII SII!l�IIII LIII►�I�IIIIt►I ot�u.l I I I I (III III�III { iF' , S 1' ,�It. . I � I r- I I �� TAI z � o F_ EXISTING u LUNCH RM _ F_ W UP t u� o �ErEXISTING I 6--w .." EXISTING OFFICE 05 I t d � A NEW A EXERCI E I U STORAGE 17 z //) —UP C E <ISTI - � ( C I EXISTING t o SHOWER RM W o I EXISTING EXISTING I OFFICE 04 OFFICE '3 I V ° NEW OFFICE 03 EXISTING uo i O OFFICE 0 2 IIIIn 3 4 LJ1I z EXISTING 3 i EX STI-40 CONCRETE FLOOR Imp MENS I I EXISTING EXISTING I EXISTING I I " � QEFIGE '2 OFFICE '1 WAREHOUSE NEIJ BARING WALLS 4 I (SEE STIRUC;TURAL) It I t I I NEVI � \V CONFERENCE _ , EXISTING EXISTING = �--- Im9 DET BUSINESS STAIR '1 UP OFFICENEW NEW 2r4 WOOD STUD WALL W/ fie' GYP. BOARD ST E - - STORAGE A 11 24EXISTIN3 RECEPTIOI`_ I I w '�_ ------ �— --�. EXISTING 1 OFFICE 01 II NEW/ RELOCATED — REMOVED- 101 I I STAIRWAY t RAILING STAIRWAY STAIRS =0i -_-�- I EXISTING UP ,o3s '4 NEW 1®�r - O'�FICE 07 10-01 CLOSET L�� 1 — II N B 1m5 6 V-0, I O I I THIN SET BRONZE COLORED EXISTING DOOR W/ SLATE � pie' ANGLE W/ POLISHEO EXIT SIGN STORAGE/ ELEC. EDGE A2.1 PPLLANI�GEV F I GLUE DOWNF - - _ . _ o 0 12 CARPET r^ - - - EXISTING O.N. DOOR 8 EXISTING v 1 • - - GONG. SL/.B ( I TYP. (4) PLACES DOWNSPOUT -- •e SLAT =D EDGE DETAIL -_ - __ - - _ __� �- � - �_�__- �/� c� 00 FULL SCALE I _ IJL ) REvI$IONS -TILE (T_,) TYP. r,-"-\ E1R6T FLOOR PLAN 1 2 I - -- -- -- AZJ SCALE: 1/8' = 1'-0' --TILE (T-2) TYP. / EXISTING DOOR GON5 RUCTION NOTEO: . -- (DMODIFIEr,> SINK CABINET 0 RELOCATED EXIT DOORS 71 C�) TOILET (NEWATO EXISTING; 11 SAW CUT EXISTING SLAB 4 POUR NEW NEW CONCRETE U1/ Ala' RECESS V NEU1 TOILET PARTITIONS (MAT(-:P EXISTING) INSTALL 480 DRAIN IN CENTER t c4TE 3 3,'9P, - I TIE INTO EXISTING DOUJNSPOUT r-IL.E 9-13450P' 4 NEW T.S. COLUMNS (SEE STRUCTURAL) 12 NEW RECESSED WALK-OFF MAT- (C-4) JCB 973450 (SEE FINISK SCHEDULE) DWN MSM c�aK REMOVE t RELOCATE STORAGE CABINETS REMOVE EX13TING CARPET t INSTALL TILE AS SNOUJN (SEE 2/A1.1) O NEU) 12' x 12' TILE FLOOR A2* ® EXISTING ELECTRICAL PANELS ENLARGED WAITING AIREA A?a SCALE: 1/4' x 1'-0' TILE FLOOR PATTERN g� CUT BACK EXISTING WALL (PATCH AS REQUIRED) OE SuEE S I 13 U I'98-01 13 8300 SW Ilunziker 18 of 24 IF THIS DO'.UMFNT IS LESS V I I I ( I I 1 1 I 1 1 I I Pj h 1 I I I I T�1j1�1 T�IIIII 111111( IIIA I IIIII�I VIII 1 1� 11 11T�1 1 1t11�1fi1�i T i�IjI111111�fI1�1 I��II�III) 1 1 - `- 1 T THIS TT I 1 I I ,J I L� lj '• I Ib I I 1L LEGIBLE HAN N I NOTATION,17N, _1 _--1.� r I T I S DUE TO THE QUALITY OF Q - -- 9 THF ORIGINAL DOCUMENT. — -- s sc �ec ILc ec z fi�c s� c tc ozl et I of �t gl 111911tIIIIIIIIIIIIIIIIIIiIfIIIII Ulfc'It IIIt111111lll111111lIT1611 IIIIIIIII IIIIIIIIIIIIIIIeIII�II�IIII IIIIII!;�ISIIIlIIllic!IIIIIITIIIIIdII �III�IIII IIII�IIIIIIIIi� � IIIIIIII III► III IIIIIIIIIIIIII►IIIIIIII�IIII IIIIIIII IIII�II �IIII I►(111111 IIIIIIII IIIIIIII II III 91 CD 3 4 5 w I I STAIRI I II Z cn r, ' NEW OFFICE 04 W 7dv EXISTING EXISTING EXISTING EXISTING 9 3TORAGE CFFICE 01 OFFICE 012OFFICE 011 " I (I, N DN V a L. LLJ 71 d C) NEW OFFICE +7�3 WOMENS EX14TiiJG EXISTING OF 04 ' ?O3 v 204 Q�ICE 'OJ OFFICE—0-10 V B a i EXISTING Zo OFFICE h4 0 , 2 ►� o z o ; Mf:NS � '4 < < �� 1) EXISTING EXISTING OFFICE m OFFICE ''1 EXISTING A - VERIFY OFFICE ! NOTE: EXTEND HALL WALLS 4 5 e © TO 5TRL CTURE W/ sma s NEW OFFICE % A32 GY-'. 5OARD EACH SIDER RA Z01 HALL D --� EXISTING DN DM 201 - �°1TA— '� rj4,44 ----- II I . 0c: NEWOFFICE 11'1 NEW OFFCGE4 I� EXISTING EXPANDED OFFICE 010 II A� Ir-- I — EXISTING EXISTING S OFFICE "18 OFFICE *5 II M�1 1 N I NEW OFFICE 10 NEW OFFICE 09 =[J F 3 c 0 00 r i ri SECOND FLOOR FLAN SCALE: 1/8 1'-0' REVISIONS CONSTRUCTION NOTES: - (1 EXISTING WORK SURFACE 0 36' A.F.F. 12 !PATCH CARPET W/ !C-2) (�) EXISTING ST,.aIRS t LANDING 1 03 NEW 4'-2' x 4'-2' ALUM. WINDOWS r 0c, W/ INSULATED GLASS (MATCH EXISTING) NEW RESTROOP'15 (S ! T � P, E (4) EE ERI �N , . LEVATlCNS) 0 NEU) SINK < CABINET (SEE INTERIOR ELE-VATIONS) 1✓4TE 3;3,96 O EXISTING DOOR REPLACE W/ FILE 9_13141�_CQl CD 20 MIN. RATED DOOR W/ CLOSER JOB g_134rl-C REMOVED 2x4 WALL r_NK ® REMOVE STASTAIRWAYDllN ""M FOR NEW STAIR LOCATION (SEE FLOOR PLAN) O RELOCATED STAIRWAY ® NEW 4'-2' x 4'-2' H.M. WINDGWS A2 O W/ INSULATED WIRE GLASS (MATCH EXISTING) ''�'�• 11 B U F'98-01 13 MECHANICAL DUCT SPACE OF SHEE t5 8300 SW 11un?iker 19 of 24 Imi Rollo 1111111110IF THIS DOCUMENT ]q LESS TrfTll�hllJl'Illllll,llf�llll) III I til IIIIIIIIIm 1�1-f 1171111'1 r t�1�1-J1JY�11111 Iim LEGIBLE THAN THIS NOTATION, —1� � l�rJPI I I I QI i 1 1 U 1 11 11.1 J IT IS DUI' TO THE QUALITY OF fi-Ij /No.00 �lfirl� THE ORIGINAL DOCUMENT. — — II �III�IIII IIIlIII11�II11I1111 IIIIIIIII IIIIIIIII I1�1�1111 illl�llll IIII�IIII IIII�IIII IIII�I111 IIII�IIII t B IIIIlIIII+IIII�IIII IIII�IIhI IIII�IIII IIIII!!fi i!Il�IllGl illlluu 111(1(11! i!►!�I!!! lul�ull lIII�lu! iiu�llu leilllllll Qn�1in tl11In11 Isilllull IL111IIIn ull IlIIIIII� 1� 1 h 4 I I I ! I 0 r I 0 N I 7 V I a W n, NiW IC cnZn NEWU I � STORAGE 0 1 188TFT, I � b a° � - I W S -- -- -- f - 1� t O - 203 : :04 TIE INTO EYISTING V CORRIDOR' LIGHTING ti EW IC RE � 'i, • � � ;� MENS 2' _ GYP. BOARD CEILING 2 +� 81-61 A.F.F. -- - I CEJ TIE INTO E ISTING l� - I CORRIDO LIGHTING N wI I —- 206 - Ll b E — --------------- D I ml -- 6T E --GYP. BOARD CEILI G OA STORAGE 9 - -- � I EXISTING GYP, BOARD SOFFIT �I b 1m9 I - - r- ii II 0 8'-2' AFF. --- - - ' . . OA ^ - - I) _- NEW 1CE! r I� ?�8►NE W G so I \m NLS J 2' >. 4' LIGHT FIXTURE i EXISTING GYP. BOARD SC FIT p - - - - Q --EXISTING ACOUSTICAL CEILING -1 A.F.F. -�—EXISTING ACOUSTICAL CEILIn' 3 p EXISTING 2' x 4 LIGHT FIXTURES I a, J� IGS h 0 � /4 I 7 STAIRS �FF4A- kj. E I I GYP. BOARD SOFF I t __ LOSlT 1 I I � 9'-I' A.FF. IF�5 - - - - - ACOUSTICAL CEILING DL-r - / n - _. �= II H1 m I10'-01 A.F.F.. i — -_�__ - - 1 NE C- -'9 - - 2 STORAGE/ ELEt:. - �; V 1 0 0 00 FIRST FREFLECTED CLCD. FLAN SECOND FLOOR REFLECTED CLCs. PLAN SCALE: 1/8' I'-0" AZ! SCALE: 1/8' I'-0' REFLECTED CE IL IWA aym=Lgk EXISTING 2 x 4 LAY-IN FIX"L,RE CONSTRUCTION NOTES: NEW/RELOCATED 2' x 4' L4)'-iN FLUORESCENT LIGHT FIXTURES Oj UPGRADE EXISTING LIGHT FIXTURES AS SNOU�N ON PLANS NIGHT L IGHT/1rMERC�ENC'Y CIRCUIT REvISIONS C;7= NEW 1' x 4' FIXTURE O SURFACE MOUNTED LIGHT FIXTURES NEW 1' x 2' FIXTURE O CHAIN HUNG LIGHT FIXTURES L _ J REMOVED FIXTURE ® RELOCATED LIGHT FIXTURES p RECESSED DOWNL IGHT I,U/ CLEAR AL7AK. REFLECTOR (MATCH EXISTING) PENDANT OR SURFACE MTO INCANDESCENT (MATCH EXISTING ® EMERGENCY BATTERY LIGHT EXIT LIGHT DOTE 3 3198 e EXHAUST FAN ADBREViATIONS FILE 9�3�i5CRG SPRINKLER HEAD E EXISTING JOB _9-1 -450 N NEW DIUN MAM 0 SPEAKER R REMOVED 45 POVER POLE RL RELOCATED .44' MOUNTING Will AFF. TO m JUNCTION BOX DIM. DIMMER SWITCH r I (1, SMOKE DECTECTOR $ $' $4 SWITCHING A2. 3 BUP98-0113 8300 SW Hunziker 20 of 24 C;F SuEET� I _ f V I I I 1 r T l l l I.T r r I I I I I III I I I I I I I I I I 1 l fi 1 1 I T 1 I I r 1 i11 11 I I I I j - -- - M ` IF THIS DOCUMENT IS LESS �TTI�Tllllllll Illl�l V1,F1171 11 IIT � � � I 1 �T � II ) IIII � � � � � I � � � � 11 �� Illi l ' III12 1 LEGIBLE THAN THIS NOTATION, II 1 ��► 4 �� IT I.S DUE TO THE QUALITY OF Nose 0":F THE ORIGINAL DOCUMENT. — - -- -- -- - — E 8L 9fG �LL 9L Z fiL bL ��G t�OL 8t I Bi LT 9T 4i fi�S1i Te,, T,,,iII tt I t �I 8 L I TF1111111111,tiIIIIII18 I6 I T� u�IIII1IIII IIII1IIIIIlll�llllllll11,, i. I( (III (III IIII�IIII (III (III 111,111111111 II IIIIIIII111r, (III (III �I Ilii !II, NII II NEW 4'-0' X 4'-0' I I I \ PANEL JOINT- TYP. I WINDOWS W/ TINTED / INSULATED GLA55 P rREFINISHED METAL (TO MATCH EXISTING) EXISTING WINDOWS COPING } 25'-2' A.F.F. BTM. STL. FRAME o - - --REVEALS- TYP. 20'-2' AFF. EXISTING 20' x 20" x 3/4 iv T.O. WINPOW SYSTEMO E RECESS � —— — —— —— ---I b'-0� A.FF. (n O EXISTING LIGHT FIXTURE BTM. STL. FRAME 4'_2' 4'-0' 4'-2' -0 i y i - - < V R.O. R.O. ('^ _ , EXISTING T.S FRAME d REVEALS- T*1'P. -- - - W " NEW STL. CANOP`r T - - ►-� ..r PANEL JOINT (MATCI-•I EXISTING)- -- ? ��_�l____-J�_J El� _ _ _- l_ 1.1 1_ - CONCRETE PANELS ------ - --�► F� - A31 _ �- - r� _ WAS TINCx CURVED WINDOW �[ U r. r- 04 0 L� T EX_;TING 24' x 24' - - CONCRETE COLUMN t -EXISTING ALUM. WINDOW ui a DOOR SYSTEM O t AST ELEVATION ` 4 v0 b a SCALE: 1/8' • I'-0' Y z < � N F 45 A3. -NOTE: ALIGN STL. ROD / IN EXISTING CONC. REVEAL- TYP. _ CLEVISE- TYP. S/4'0 STL. ROD- TYP.�� T AT EACH END (2) PLACES W/ CLEVISE AT EACH END 00,3 E TURNBUCKLE- TYP.- o 6 LINE OF ROOF------� ' .n 3 / STEEL CANOPY- 1\ p 34'0 STEEL ROD '1 TYP, l2J PL ACES I - - ''ITER CORNERS A3. - - - - - - - - - - - - - - - -- -- - STEEL CHANNEL 2' x 2' WATER (SEE STRUC"URAL) DRAIN _ -- 2' x 2' STEEL TUBE W� PLATE - CHAMFER, EXTEND PAST ''e STEEL PLATE 'yb STEEL -- TYP. l2; PLACES TYP. (2) PLACES STL. BEAM 3/4'- TYP. 4'_m' LINE OF ROOF BEYOND - n ENLARGED CANOPY DETAIL s STEEL CANOPY ELEVATION. � SCALE: 2 = 1'-C' SCALE: 11/2' ■ V-0' I� y 3/4'0 STEEL ROD ----CLEVISE 314' THF2I; BOLT _ ' JJ WITH COTTER PIN -,I/2' KNIFE PLATE I/2' BACK PLATE SLOPED CONC. W/ ;n DECK COATING 2' x 2' WATER— V 1 DRAIN d i~ 4' x ♦' T.S. WELD O TO CHANNEL EA. SIDE M `M/ ME"AL DECKING - --- W STEEL CHANNEL At' STEEL PLATE 5EE STRUCTURAL) YP. (2) PLACES NOTE: PAINT ALL PIECES 3 STEEL CANOPY CONNECTION. STEEL CANOPY SECTION SCALE: Ilii' =I'-0' SCALE: 0/2' I'-0' REVISIONS BACK -- BACK PLATE`S 1112. STL. PLAtE— 9 n PROVIDE 3' x 3' x 1/4' }E WASHERS AT EACH .9 (PAINT) ;n ANCHOR BOLT 1/2' STEEL j FILE 9-1345C:'EI _ BACK PLATE ANCHOR BOLTS ` JOB 9-13450 TYP. (2) PLACES -- (SEE 5TRUCTURAL.) DUN M.AM r'NK CONCRETE PANEL-`-" (SEE STRUCTURAL) O O 4 STEEL PLATE DETAILS Aft� • 1 SCALE: 11/2 ' 1'-0' OF SNtETS BU1'98-01 13 8300 SW Ilunziker 21 ol'24 _I ..,.--3.,_..._..N,,.�:�.,.a�r�.'. ,,.,,,.,,..,t-�.r�...-[..�,,,-»,•,..•...-,.;,..,.•r•,-�w�.�-�*�ex:�.�,rror TF THIS DOf1J � r.�r....-r�!�+n�wiwn+�•,r*�*t„�•*�h, _ FN'f IS USS IIIrI111I11I IIIIIIIIII I I 11111 I Ill 1 IIIIIIII11T1 1�1111fllllll 11111f1f�Tjillll IIIIIIIIIIII I IIIIIIIIIIIII I IIII1�fll�f�11 IT�tT111111111 IIIIIIIl111I Illllllll�ll j ' LFGIBLF THAN THIS NOTATION, 1 611 �IIII sIIIIIII8I ZIIIIII IeIIsIGIIIIIIIL�SIIIIIII9IIsGIIIIIIIIIzII IIIIIII III�IIII IIIIIIIII IIIII�IIiI IIII II � � 111141111IIIIlll—lllll IN.,36 ll0lll'��1T I',; DUF TO THFQUALITY OF —sIllllIyllllL=IIII”IIIIIIIiI-II sill �ImTHF ORIGINPL DOCUMENT. IIIIIoIIeT11111111"11111IIIIIIIIIIIllllll0 VIEIsL i i UPPER C45INETS W/ (2) AJC ELVES (PL- or GYP. BOAR D WALLS- TYP. i / I T K% CO :)01e I I r COUNTER TOP 4 --- - EArl;51 .-ASN (PL - I LC)W!:R -A5INi'.:7:i � o j y/ L.D, . N=LF PL — — ' .BASE l B- V 411-1— ---- c3A5F_ (B- - - -- — /� W N i \RELOCATED ( PR.) 2'-4' x 1'-0' COUNTER TOP (PL- ) - iJ 3'-0' x 1'-0' 5C: �, 1G1 FD BOARD WALL F- '� (PR) 3'-0' 0' 5C 1.jOOD CLOSET B. LOWER CABINETS WOOD DOORS NEW SINK (N.I.C.) WOOD t GLASS GW/ ADJ. SHELF (FL- )^!�RS — T1 P. (2) PLACES N ENTRY DOORS O r U rl"**NCONFERENCE ROOM ELEVATIONS ? NEW SINK) CA51NET ELEVATIONS � eSCALE: 1/4' s 1'-0' ':;C'AL.= 1/4' • 1'-0' b uj O 4 I OE"" � S - --- r GY P. BOARD WALL -- GYP. BOARD WALL � V E _ _ _ ROOM FINISH SCHEDULEDOCR SCHEDULE a� PAINT- (P- ) r PAINT- (P- ) �- -GYP. BOARD WALL 0 PAINT- ;F- ) — 30' x 36' MIRROR - - ---- - - - -- -- UJAL L 5 CLG CLG _ DOOR FRAME FIRE 'ADW -- -�^ -- ---- -- _ S MI_ 36' GRAB BAR No. i NAME:' -- � FL.R BASE MAT. HT. NOTES No. SIZE T Y DETAILS NOTES Z E RECESSED N .) TYPE MAT. FIN. MAT. FIN. RAG PE � r I a' PAPER TOWEL DISPi - -- ---- - -- -- - --- -- — -SANITARY SEAT G 15P. `p __--- -36GRAB BAR 101 CAFICE • P-1 P•I F-I P-1 C -1 5-1 - - REMOVED / RELOCATED- X. EL ATED — O I WASTE RECEPT, cD - I � - - ---�-- - ___----- - - � ---- r-r X -- — — — °0 ,42 SIDE GRAB BAR '� 42 SIDE GRAB BAR 102 (:*FICE '' 1--1 P'-I F•-I P C•1 B-1 - - iml 3'-0' x 't'-0' EXIS . B WOOD ST-I UK7OI_ ST-I ' I COUNTER TOP t TOILET PAPER DISF. t_11 Z• - - -- -TOILET PAPER D15P.M19 BACKSPLASW (PL- ) I 'v :rIrT103 Cc)NFERI:NCE- - P-2 P 2 F_2 F-2 _ 5=2 ACT-2 VARIE 102 3'-0' x 1'-0' EXIS . B WOOD ST-1 IIk;OD ST-I � E 4 RUBBER BASE Imo �TORAG►:/ ELE.: P-I P I P-I P - B-I GYP. 9'-0' RELOCATED — — - 4' RUBBER BASE (E;- ' �� 105 C:L OSET- - -- C-1 ACT-2 9'-0' (PR.) 3'-0' x l'-0' A UIOOU/ ST-' WOOD ST-I MATCH EXISTING —106 5T_OR-AG!? GYP. 0 3'-0' x 1'-0' B WOOD ST-I WOOD ST-1 101 OFFICE ': I ACT-I 9'-0' Y-0' x 1'-0' B 108 !'iTORAGF __- - GYP. 109 (f'R.) 2'-4' x 1'-0' B rs-s\WOMENiS RESTROOM ELEVATIONS ID9 - ST:JRAGE ----- - - - ® REMOVED _ — �`= SCALE: I/4' I'-0' 110 - �'TAIRS - v - - 3'-0' x 1'-0' B WOOD ST-1 WOOD ST-I -- W III WCk'1EN5 RR - P-3 P-3 F-3 P-3 SV-1 5-2 ACT-1 3' •0' x 1'-0' B WOOD ST-I WOOD ST-I 201 HALL P-1 P- 1 P-I l F-I C-2 5-1 9'-0' 108 3 -ON x 1'-0' C W.M PAINT N.M. PAINT 202 OFFICE •�_-_ -� C-I _ ® RELOCATED FR 11068 MIRROR 203 OFFICE P, - y - -C-1 ® REMOVED - GYP. BOARD WALL 204 UJOMENS- RR P-3 P. 3 P-3 P-3 T-2 T� 3 201 3'-0' x 1'-0' C W.M PAINT +4.M. PAINT MIN. 0-Nm-----GYP. BOARD WALL --� _ PAINT- /P- ) ----- - - - - -- PAINT- (P- - 305 rIE'NS RF: P-3 P•3 F-3 I P-3 T-1 T-3 03 3'-0' x 1'-0' B WOOD ST-I WOOD ST-1 f_- -TOILET PARTITIONS -- -- / // ¢- - ---- ----____ -- lPL- 206 OFFICE Np P-I P••I P-I P-I C-I B•I —_ 04 3'-0 x 1 -0 B �I GRAB BARS- BEYOND / 4' _SEMI-RECESSED 20-I JC*FICE J1 ® 3'-0' x 1'-0' B r— t••I -> 0 Imo_ PAPER TOWEL D15P/ - - ' -TOILET- BEYOND EE I _._ - -- -_ _- r act I 4x 208 OFFICE •F ® 3'-0' x 1'-0' B- �' -- ----- -- N i w X - = ` WASTE RECEPT. 209 OFFICE «� __ -- - 0'1 3'-0' x 1'-0' B - � L 1'x-1 L 210 OFPICE r0 NNO, 08 3'-0' x 1'-0' F3 i' -3' RUBBER BASE lB- -$' 4' RUBBER BASE 3'-0' x l'-0' B COUNTER TOP t '= I ---- BACK5PLASP (PL- ) �N �v�-'1��"�: 210 3'-0 x 1 -0 B �, I P-I: MILLER 0E,421W FINISH: EGG%4ELL P-2: MILLER SE-422M FINISH: 5EMI-GLOSS VARIES � 3'-m' 4 MENS RESTROOM ELEVATIONS P-3: MILLER OS'-423M FINISH: FLAT I I I I17 ! KNOCKDOWN N.M. DOOR t O P-4: MILLEh2 .,545A FINISH SEMI-GLOSS �/ �` O Emm� '� SCALE: I/4' I'-0' c FRAME- PAINT FRAME- PAINT P-5: f"IILLER "5E, 5A FINISH: SEMI-Gl_O„5 / �� S.C. WOOD P-6: MILLER SaSOW FINISH- FLAT00 PMILLER 05524D S EGG,. ELL P-k : MILLER 05424D FIN151-1: SEMI-GL 095 T-I: DA` TILE, 'MOTTLEC, PURPLE' 12' x 12' x 1/4' MACHINE GUAGED 7-2: DAL TILE 'VERMONT BLACK' 12' x 12' x 1/4' MACHINE GUAGED A WOOD W/ CLEo.R B. C. NOTE: TILE TO BE TREATED W/ SLATE CLEANER: MIRACLE CLEAN TEMP. GLASS h BY MIRACLE CO. SEALED WITH PORUS PLUS BY MIRACLE CO. t f=VSHED WITH MIRAMATETE C-1: SHAW, SOUTHERN HILLS, "49351 'TORONTO TEAL' PRICE CARPET W/ ENHANCER BACK AS AN ALTERNATE REVISIONS C-2: 51I4AW, SHOAL CREEK 30, "024,50 'iLOUDSPUN' C SHAW, 5W40AL CREEK 30, 00235!p "TROUVILLE TURQUOISE' C-4: VAN C,IJK CARPET, HERCULES NOP COLOR: 6RIJS 61 5V-I: TARKETT, COORDINATES 051010 'BLUE HEATHER' — B-1: ROPPE= "CT50 'GRAY', TOELESS, 4' HIGH B-2: RED OAK BASF, STAIN TO MATCH EYISTING FINISH: SEALER, (2) COATS CLEAR LACQUER SIZE 4ND PROFILi. TO MATCH EXISTING 5T-!: WOOD STAIN TO MATCH EXISTING DATE 3/3 98 — CUSTOM GRAY TRANSPARENT STAIN ON OAK FILE 9�345C'E2 FINISH: TWO COATS MEDIUM LUSTRE CLEAR LACQUER JOB 91345C' - FL-1: NEVAMAR 05-3-33T [--'UN M4M I C"< _ PL-2: NE'✓AMAR '5-6-31T PL-3: WILSONART 44626-8 'BLUE NEE3ULA' WC-1: KIDNEY WALLCOVERING 0293 K1, TYPE II VINYL A32 ACT-1: ACOUST. CLG. • ACT-2: ACOUST. CLG. OF SWEETS BIA)98-0113 8300 SW Ilunziker 22 of 24 IF THIS DOCUMPIT I.; LFSF 7111111111 III 111 III 111111 I III III III I I III III 111 T11 111 IIT 111 I I Ill 111 III III III III III I I III III III ! I III TI1 111 1 1 1�T X11 111 1 I III IIl Illlill III III III I I � LRf.;1 BLR THAN THIS �I O I A l I ON, x.1 1� _- _-_- _ Q 1'1 1 DUE. TO THE QUALITY OF -- - US/ � ` ! THF ORI G I PIAL DOCUMFNI'T'. _ -- �_ _ - No.9e Rj• q �E 8L 9Z L�S 9L �Z ibZ fijG�G I tL OZ 8T FII Llt 19i 14� 6t I �T 16t I it I t l 8 I I L IIIIIIIIII�I II I IIII�III1III111111�1111I111�lllllllll�i111 I111�11!11111111111►IiiIII) lilllllll IIII�IIII IIIIIIIII ,III�illl IIIIIIIII11111111IIII�IIII IIII IIII IIII IIII IIII IIII IIII 1111 IIII IIII Illi IIII IIII IIII IIII IIII IIII IIII IIII illl IIII IIII IIII IIII IIII IIII IIIIINII -. RE PRU'r tit.1 P STRUCTURAL NOIES ENGINEERED WOOD JOISTS GENERAL 1. Ali joists thus specified shall be TJI series wood chord/wood web I joists or open web 1. These mites set minimum standards for construction. The drawings govern over these wood chord/metal web joists as designed and manufactured by Trus Joist MacMillan • • /� ~ drawings with architectural specifications Corporation (TJM) or on equivalent joist from a prior approved joist manufacturer. S notes to the extent shown. I;oordinate thesed g P II r+esi ned for the following load re uiremc its: The joists shall t o g 9 q I I/7 s � �AN J v and notify Lewis & Van Vleet Inc. Engineers (LVI) of any discrapancie: prior to beginning work. Flour Joists TYP • • _ 2. Th,-se drawings have been prepared solely for use in construction of the project a. 50 psf live load (office) 100 psf corridors EXPIRES 6-30-99 located in Tigard, Oregon. Possession of these drawings does not grant license to b. 50 psf partition load 1/2' BASE PLATE X 9" X 9" construct or fabricate the whole or parts of this project in other locations. - 15 psf pard load T.S. COLUMN WITH f.4) 3/4' DIA. DRM-LFD 3. The contractor shall verify all dimensions and conditions on drawings and in field. 3/ P.T. PLATE WITH PER PIAN =�WC:HOR ;gpLTS Coordinate locations of openings through floors, roofs, end walls with architectural, STUD HALL AND 3/4" DIA. DRZ!-LED ANCHCR mechanical, plumbing and electrical drawings. Notify engineer of any discrepancies. 2 All bridging, bearing clips, #locking, hangers, etc. that crnnecl to the joists shall be per SHEATPLAN HING (3pLT5 AT 4E" O.G. i SLA5 AS ROGIUDWED EXISTING TJM standards. BL.OGKOUT FOOTING SLAB 4. The contractor shall be responsible for providing all temporary support prior to 3. Joist erector sholl exercise the utmost care during the erection of joists to prevent the EXISTING CONC. FOR BASE PLATE -GROUT FOR NEW FOOTING completion of the vertical and lateral load systems. LVI has not bean retained to joists from buckling laterally. Stuckpile, lift and laterally brace the joists as directed on SLAB provide any services pertaining to job site sat�ty precautions, or to review means, AFTER FRAMING IS COMPLETE � EXIST. 5LAB � rrrethods techniques, sequences, or procedures for performing the work. Unless we TJM's erection drawings and design manual. Reprove any damaged joist from the / are specifically retained and compensated to do otherwise, our work is limited to the jobsit, Do not attempt to reinforce any damaged joist except as approved in writing by a gineer and by TJM. I U design of work described on our drawings. be submitted and stamped b an engineer - a - - a-- 9 4. Shop drawings and calculations shall P Y - 5. Where reference is anode to ACI, AISC, ASTM, or ,ther standards or codes, the latest 11.r }I edition sh II apply. registered in the State of Oregon. c 4 i1 4 W o pp y - A representative of the joist manufacturer shall inspect all joists after erection is d , ° U 6. Inspection and or job supervision is not provided by LVI. A complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall _.___ -_____.. _ ____ -- -.-- - ° 41, 7 All work shall be in strict compliance with the lot+.-t edition of the Uniform Building M a a. a n n submit a report to the engineer stating that the inspection was made and that oast o 8 xr "'' " ° po CM Code (UBC) and all other state and Ixol codes whin apply. I r" �"o � 004 f" p'� _- -�- a° condition and installation are acceptable and conform to the manufacturer's o a G • T a 8. Design Criteria: 50 st requirements. _ ° I FOOTING SIZE AND O Floor Live Load----- -------------------- p - REINF. PER PLAN U Wind Load-------------------------•----- UBC 80 mph exposure B STRUCTURAL AND MISCELLANEOUS STEEL I �;I I I�I I I_III-1 Seismic------- ---------- -------- -- ------- Zone 3 9. Any mechanical equipment, piping, ductwork etc which applies a load of 150 Founds I. Detailing, fabrication and erection of steel to conform to the Steel Construction or more shall be hung from a system approved by :..VI. t Manual of the AISC. d FOUNDATIONS 2. All steel to be A36 except as noted. 3. All welds to be made with E70XX electrodes by welders certified by AWS Standcrds, I ' I *' C /� Q 1. Design soil bearing pressure equals 2000 psf live plus , mad load. 4, Unless Hated otherwise, all bolts to be A325N for steel to steel connections and A307 BRIG, W /t L.I AT SI A5 2 COL-UM1�1 FOOTING DETAIL_ a. 2. All footings to bear on ferrel, undisturbed native soils or structural fill . Notify enginef r for anchor bolts and connections to wood. Provide standard plate washers under all 1I�t H fi SL_A5 9 9 bolt heads and nuts bearing on wood. SII-I I" = I'-0' 81 , 511-2 I' = I'-0' before proceeding if any unusual conditions are encountered in footing excavations. 5. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel pipe to he S1,1 S 3. Do not excavate closer than 2: 1 slope below footing excavations. O .. 4. Clean all footin excavations of loose material by hand. Remove all wet, soft soil from ASTM A501 ( Fy = 36 ksi) or ASTM A53, Type E or S, Grade 8 ( Fy = 35 ksi). � � 9 6. All light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A570 footing excavations prior to placing concrete. 5. Excavations may me made under footings for pipes. Backfill to he "str� -lural fill" as Grcde D with an Fy = 50 ksi. Light gouge steel 18 gouge and lighter shall be formed � ~ from ASTM A611 Grade C with an Fy = 37 ksi. Detail and fabricate all light gauge `) defined above. steel per AISC Standards. All light gauge steel sections indicated on drawings to per the Metal Stud Manufacturers Association specification. All sections to be 'IC (D CONCRETE sections unless otherwise indicated an d swings. Provide 16 gauge minimum material 1. Average concrete strength to be as indicated below and determined by job cast lob at all sections which are indicated on the drawings to be welded. s cured cylinder at 28 days plus increase depending on plant s standard deviation as 7. Do not oversize c-filled or punched holes with a torch. , rn specified in ACI 318. 8. Provide shop drawings of all structural steel items to engineer for review prior to P fabrication. 1 2. Minimum mix requirements: Location Compressive Slump Minimum .Admixtures strength (a) cement SPECIAL INSPECTIONS (psi) content The following special inspections are required and shall be performed by on independent Footings 25 0-5" 5 none testing agency. The testing agency shall provide copies of all test reports to the project engineer in a timely manner. I l 1. Special inspection required for all structural welding unless welding is performed in a a. Slump exceeding specified limit shall not be placed except with written shop approved by the building official. All field welding requires special inspection. ____ - r approval of engineer. Special inspection _f welding may be performed on a periodic basis per 08C Section •. •- 1731.5.5.1, Exception 2. All full penetration welds require inspection of fitup prior to ,�•t--•�•-•••-• •;y !� 1 • -- I 3. Use Type I cement, per ASTM C-150 unless otherwise approved. welding as well as inspection of completed welds. 4. Aggregate to be per ASTM C-33. / r 5 All drilled anchors bolts in concrete to be "Sup-R-Stud" by U.S.E. Diamond (ICBU REVIEWED/UPDATED 2/4/98 #3219), "Red Head Trubolt Wedge Anchor" by ITW/Ramset (ICBO #1372), or --- - Rawl-Stud" b The Rowlplu Co. (ICBO #4514) only. Other anchors with written / 1 Y 9 / i "� 6A. MEAL STUDS AT 24' O.G. -- approval of engineer only. All anchors to be installed following bolt manufacturer's �: ADDITIONAL 20 GA. 1 b METALS TO MATCH EXISTING -- instructions. Provide minimum embedment, spacing, and edge distance specifiedy 1Ub8 manufacturer for anchor size noted unless otherwise indicated on drawings. in concrete to be "E corn Ceramic 6 Epoxy Anchor" by -R�tJ�.T,'�'I�s IN 12" O.G. SPACING - 6 All drilled epoxy anchors co p I g ,�� -- • :t1L, ISI ITW/Ramset (ICBU #4285) or "Anchor It Fastening Systems" by Adhesives 4398 only. Other epoxy anchors with written approval of TechnologyCorp. ICBO #4395) P Y engineer only. Install all anchors per manufacturer's instructions. Provide minimum / { I' / •-� .� embedment, edge distance and sparing indicated by manufacturer for anchor sizenoted 1, unless otherwise indicated on drawings. I , HITCHED AREA REINFORCING /' i rTNOICATES EXISTING H. 1. All reinforcing steel to be ASTM A615, Grade 60 exceFt ties and stirrups to be GradeV� ,' _ 40. 2. Fabricate and install all reinforcing steel according to the "Manual of Standard Practice ` f for Detailing Reinforcing Concrete Structures" ACI Standard 315. - I r to match horizontal reinforcement in poured in place 51.1 i x 0 torr er bas 3. Provide 2 0" 2 walls and footings at all corner, and intersections. or 2'-0" minimum and shall be EX2r 4. Splices in all reinforcement shall be lopped 30 diametersSLI WAIL PFS l N stagered at least + -0" at alternate bars. p' / I! - 4 each side of all o enin s smaller than 30 in walls. Extend reinforcement __ w Y-1- -�- �• __,_--- -. 5. Provide 2 # P 9 2'-0" minimum post opening each side. See plans for larger openings (provide 2-#4r--- � � I minimum), 6. Provide (2)-#4 bars at top, bottom, and ends of all walls unless otherwise indicated on tans. P 7. Provide dowels to match all ve tical reinforcement in walls, columns and pilasters ;_.__•__ _ _ (poured in place). Lap 30 diameters or 24" minimum. (p T-S. 3X3X1/4 ON I 31-0 X 9'-�' X 12" DEEP � .•' ._..�i/ .. r_-�-_'�..-_-�.i �' WOOD FRAMING FOOTING WITH (3) 04 EACH WAY ` 1. All lumber to be species and minimum grades as follows (unless otherwise noted in drawings); _,. .- - -- ,1 -- a. Joists, bear:-is, and stringers-------------------------- Douglas Fir #2 ' -- f O larger beams strip ers------------ Douglas Fir #1 6" nominal and / q SLI ' _ ------------ Doug. Fir or He Fir #3 b. Bucks, blocking, bridging & mist. --- ✓ / 1 \r \ '� II c. 2 x 4 studs---------------- ---------'---_ _-Doug. Fir 'STUD" or "STD" r f i d. 2 x 6 studs and larger----`------------- --_ ----Douglas Fir #2 M e, Sills, ledgers, plates, etc. in contact w/ concrete--------P.T. Douglas Fir #�. / -Douglas Fir #1 -' f, Posts-----------�-------------------------- - -.. _ . . .. r ' APA rated sheathing, Exposure , conforming to - 2. Roof, floor, and wall sheathing to be 9 P /' / _/ - II N R-108. See drawings for i [M> / / ® r`• -� ' t t�-- •�� '� AFA performance standard PS 1-83 and to ICBG E 9 s on ratio Install roof and floor sheathing required thickness of sheathing and/or p g• h long dimrnsi)n perpendicular to supports and stagger end joints (unless noted wet c g P P otherwise on arawings). Use spacer tool to ensure 1/8" end and edge joints, including tongue and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in - \ h r noted on dra in s. wall sheathing. Block roof or floor sheathing wee rr 9 3. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless noted otherwise in drawings or manufacturer's literature. Use largest nail size indicated in manufacturer's literature. 4. All bolt heads and nuts bearing on wood to be provided with a washer. II Table 23-I-0. Obtain engineer's prior approval for all . /_ / - �'•- �/" 5. All nailing to be per UBC ab g • , proprietary nailing or stapling systems. l�" C f its is not ermitted without engineer's prior approval, One 6. ttir, and notchin o a s p r d 9 inch diameter ��les may be drilled in the center 1/3 of the m,_mber depth, but all other holes to be approved prior to drilling. 7. Studs r,ay be notched in the lower 1/5 of the height of stud for electric conduit and realer than 1 "4 of stud depth. Holes plumbing pipes, but no part of the notch is to beg / with diameters up to 1/3 of stud depth may be drilled in stud. 8. Laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 07 specification. Unless noted otherwise, simple span beams to be Combination 24F-V4 and all other beans (beams cantilevered or continuous over supports, etc.) to be 24F-V8. Appearance rade to be architectural for all beams exposed to view and industrial elsewhere, unless - noted otherwise in drawings. AITC or APA/EWS certificate required. Use C /� (� I I /� I I e uC}'�I I e 1 - _ , / r r glue, SHEAR 1^�f4L•-L SC 'GDUL-E I l l �-_' - - -- _...._-- wale p oaf g u � _ .' �;- 9. Laminated :o'umns to be any combination symbol and gr7,de with FL= 1500 psi minimum and E= 1,800 000 Psi minimum. EnSTING WALL '� _ P MK. SHEATHING: 4 NAILING REMARKS AND FOOTING I/2' CDX PLYWOOD, ONE SIDE, --�•----•-... DATE 20 FEB., 1998 AA A.LL EDGES BLOCKED W/ 10d NAILS AT 6" O.G. ALL PANEL : -•------ --------c� - - FILE EDGES ✓!); 10ci NAILS AT 12" O.G. TAI FIELD JOB 1/2' CDX PLYWOOD, EACH SIDE, FOUNDATION FL-AN DWN- CHK'--- - QB ALL EDGES 13LOGICED W/ 10c1 - -- - - NAILS AT 4' O.C. ALL PANEL EDGES 0 10d NAILS AT 12" O.C.IN FIELD L.ECEND _ SHEAR WAL- - NOTES: � L_EVViS r�it VAN VLEET INC . Ir INDICATES 2 x & AT 16" O.C. r,0Nt3ULT'ING ENGINEERS S1 ,91 NAILS NOTED ARE COMMON OR GALVANIZED BOX. STUD BEARING WALL 15924 quarry road Juke oswego, oregon 970:5 STAPLES ARE bQI AN ACCEPTABLE SUBSTITUTION. BAR WALL TYPE - SEE 503 699-9667 phone OF SHEETS BUP98-(1113 2.) SHEATHING TO OCCUR ON SYMBOL 8177E OF WALL. Ax SCHEDULE THIS SHEET W30/98030511 5033 697 •9477 fax _- 8300 SW Hunziker - '3 of'24 ---- -- - .r 1 1 I 1 �- IF TN1E DOCUMENT IS LESS d IIill1 ) i iT1 1 �1'� T1 II1�1�1llfz4 6 8 , bbl 1LEGIBLE 'THAN TNT NOTATTON _�� _ IT I-, DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. E 8Z 18Z GSI 9Z S tbZ i Z 6 ! tL OZ et 8t Illllllllllllllllllllllllyl IIIIIII �IIIIIIIIZIIIIIIIIITIIIIIIIIIIIIII111118111IIIII IIIII1111ILIIIIIIII1811111111IQIIIIIIII�IIII!Illlsli!IIIIIIILIIIIIIIIIIIIildll �I 1111 IIII�II II,IIIIIIIII IIII�IIII II II�III I IIII�II I IIII�IIII IIIIIIII I IIII�III I IIII�IIII IIII�IIIIIIIII�II ��II�IIIIIIII I II 1 2 X 4 BLOCKING_ , BEAM PER PLAN BEAM PER PLAN PROVIDE W® FILLER BETWEEN o JOISTS EXIST. SHEATH AND NAIL----► TJI FLOOR JOIST n-J �" , i HEADER AS REQUIRED FOR R TJI BLOCKING PER PLAN Pfd PLANHANQ �P,S 14 PER PLAN .�_ C. v 1 EXPIRES 6-30-98 17 FULL HEIGHT STUD WITH (3) 16d BEAM I 1/2' a l I I/2" ♦ '� - -- TJI FLOCKING 3" / W?TH I" AT W O.G. e 6 1/2' 3I/2" EnsTiNra al- - FRAMING Z 1/4' SIDE PLATES X 6" 1/4' SIDE PLATES X 8' `STUD M1,34 BEAM U X 8' WITH (2) '4'' DITA.. 3 16 3 I6 B X 12" WITH (2) 3/4" DIA. 1501-TS TJI F PER PLA 3 N I Ibd EACH SIDE W i I I EACH JOIST 1/2" WEB BEARNG PLATE X I/2" BEARING PLATE X 12' ti TIFF PERANGER JOIST ! it `DOUBLE TOP PLATE CONT. 1--• .._, I I -t-AP 48' ALL SPLICES E X BEAM WIDTH PLUS I' T.S. COLUMN FIR T.S. COLUMNMFR. P� PLAN PER X BEAM WIDTH PLUS 1' I' AND NAIL WITH 16d AT 60 O.G. U 1 FRAMING DETAIL _ " 2 FRAMING DETAIL . - K'3-�\NFRAMING I)E-r,4xLK4'�`NFRAMING DETAILK�5—� FRAMING DETAIL- 521-1 � b 2. I _ I-0 S 2, 521-Z I _ I-�" S 2 521-3 I a I-0' 2, 521-4 I' = I'-0' 2 y 521-1 W L3X3X1/4" X101/2" AT 48" O.C. UNDER NUT SIMPSON LSTAIS AT 48' O.G. 2 X 6 BLOCKING I �EXISTING WRAP BEHIND LEDGER AS EXIST. P CONC. PANEL REQ'D. AND NAIL ECA'A' CONC. PANEL O TO JOIST AT LEDGER s � gwi TJI FLOOR - -----_- - -- JOIST PER PLAN 2 X b LEDGER WITH L3X3X1/4X0-+5' AT 48" O.G. UNDER NUT _ A 1 EACH STUD AND 16d AT 8' O.C. 6 4 X 6 P.T. LEDGER WITH I .O BLOCKING 3/4 DIA. DRILLED ANCHOR j 4 X 12 P.T. LEDGER SHiFATH FULL HEIGHT BOLTS AT 48' O.G. W/ 3/4" DIA A.B. - /// TO HEDGER PER FDN. PLAN - - - - - - -- -� // - - ---- - AT 16" O.G. .1• ------ -- � --j � f 12 FLOOR JOIST FLUOR JOIST PER PLAN - 52'1 --- PER PLAN ....,, I HGR. AND WEB --- �---- STIFF. PER PLAN �o FRAMING DET IL FRAMING DETAIL 1 FRAMING DETAILKe, ...- 521-6 101 -0' 521-5 1' I'-O521-8it l 2 Y 4 BLOCKING 2X BLOCKINGWITH .---_..�. 11 j, 16d AT 9 O.G. TO EXIST.JOISTS WITH I" TOENAIL AO.C. 2X JOIST PER PLAN TJI BLOCKING - (JOIST DOES NOT OCCUR SHEATH AND NAIL—� 11 1 - 1 AT SIM. CONDITION) 2X JOIST - -' S�Z.I 1- SZ.I PER PLAN PER PLAN �f -- . 8 _ AT 24' O.C. 2X JOIST PER JOIST PER PLAN l I PLAN 1 SIMPSON 'LU' JOIST SIMPSON 'LU" JOIST DONT. DOUBLE LATE HANGER -SPLICE PER I HANGER EXISTING 5 1 r--- • BEAM PER PLAN FRAMING PR01/IDE AEB FILLER crx JUST PER FLAN AS REQUIRED AT EXIST. oil T'I BLOCKING n SIM. 521 2 HANGER AND NEB 521 i - - - `•�� III `r STIFF. PER MFR. O 20' TJI/1-90 AT 12' O.G. ! '� r1 FRAMING DETAIL 10 FRAMING DETAIL 11 FRAMING DETAIL (AT CORRIDOR) ,� 521-9 I' = I'-O" 521-10 I = I'-0" 521-II I' = I'-O �. - ~ T 7 r. ' r 52. SZ 52. __. . 14 M 1E i LI 13 1 TING 2X AND REPLACE OR CUT AS REQUIRED NEW 2X BLOC'<IT�G ' ✓ WITH I&d AT 8' O.C. FOR NEN JOIST E3EAF'ING f' ` p 4 r 52.1 NEW .zx JOIST �EXISTING 2X JOIST PER PLAN \ EXISTING METAL STUD } X - - BEAR NEW JOIST WALL -REINF. PER FDN. PLAN 7 MIN. ON PLATE I --- At FLOOR SHEATHING r 12 FRAMING DETAIL PER NOTE 01 521-I2 I" = I'-0' 2 - - -� I E. ) i v t DATE 20 FEB., 1998 FILE (S2.1 ?013 DWN I CHIS NOTES: 1.) ROOF SHEATHING TO BE 3/4' T 0 G CDX PLYWOOD,INDEX 48/24. NAIL. ^ 6'4NEL 0.0 A IPPORTED P NEL. WITHSHEATEDGES ANIS Ift ATT —N D FLOOR FRAMING P 12' O.C. FIELD. LEWIS & VAN VLEET INC . GLUT cwF-ATHING WITH 3/8' DIA. BEAD OF CONSTRUCTION C U N S U LT I N G ENGINEERS S2 ,01 13(J15924 quarry road $.3000 0 W Ilunziker 30 -0i I3 ADHESII/b lake oswego, oregon 97035 5 24 of*24503 699-9667 phone 98030/98030521R03 699-9477 fax OF SHEETS rr IF THIS DOCUMENT IS LESS LIIJill 111 1T11T-_111 1I� 11TlrT 111� I 1111�III III1111 11 '1GI LRGIBLF THAN THIS NOTATION, � L 1 IT IS DUF TO THE QUAI,ITY OF i THF ORCINAI, DOCUMENT. IIII � � � s—F1111111tillill � eilIII�IIIIilll�llllIIII�III � IIIlll�llcl��illlll III8IIIIIliIIIIIIllllIll IL _ II11III 1 19,1IIII111IIIII111111IIT1111(11111111�111111_IIIL! 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