Loading...
14150 SW MILTON COURT-9 1'. j rr ( 1 E COPS, o 0 RECEIVED5 rN a MAR 3 0 2004 m U Gi1Y�ji TICi'Pr- BUILDING DIVI. TENANT 1KAFnF=fCDVE= M1EN_T FOR $ w � • ',ll 1 cy 'q m . j a'Jr P Lo ¢ y U I z Cj C* ca z uj t ak I N T' E H" N A p� tt '"h ----_-_---- -_ Ttk] ,A NORTHWEST 9 MEDICAL. TEAMS IINTERNATIONAL F-� sicN ", `F CDCDUN �TY TrU /% L_.A_1F1N4) OREEGKC)IN 1 )W)) 3 / 0 ,,A Nis C:� H C.0.0..",0000`r', K F:3 �S P (D N E p. 191 O0 a 1 1 0 Ti INIDEX OF DRAWINGS ` ABBREVIATIONS CODE ANALYSIS SITE INFORMATION T1.1 COVER SHEET, CODE ANALYSIS AND INDEX OF DRAWINGS IDf�(� AS ANCHOR BOLT F FLUSH NIC NOT IN CONTRACT BASED C 3 EDITION, STATE OF OREGON AC ASPHALTIC CONCRETE FACE/STUD FACE OF' STUD NO. STRUCTURAL SPECIALTY CODE LEGAL DESCRIPTION: TAX LOT 2300 IN 72S, R1W ,.....,..........,....�......�...._.�.. jr /+ NUMBER SECTION 12AB SPECIAL INSPECTION REQUIFtr� ti 8E2110 r� ADJ ADJACENT FD FLOOR DRAIN NOM NOMINAL Stme of Ore on Str icturall SpRC'.'1lty Code n AFF ABOVE FINISH FLOOR FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE OCCUPANCY: B\S•-1 CIVIL DRAWINGS �( - � ALT ALTERNATE FF FACTORY FINISH PK Concrete and Fteinforcing Steel ALUM ALUMINUM FIN FLR FINISH FLOOR O/A OVERALL CONSTRUCTION TYPE V-N0 ZONING 1--L (LIGHT INDUSTRIAL) C,1 0 l G, OREGON ANOD ANODIZED FIN GR FINISH GRADE OC ON CENTER .I `;ITE PLAN Boltz!rsta!Iad in Concrets �-lkJ A$IdY`l c APPROX APPROXIMATE FLR FLOOR OD OUTSIDE DIAMETER STORIES 2 (EXISTING) ARCH ARCHITECT(URAL) FOC FACE OF CONCRETE OVHD OVER HEAD DOOR OWNER O Special t"a�nent-Reelstln,;Concrete Frame �, FFE FINISH FLOOR ELEVATION OPNG OPENING AREA EXISTING: 48,900 SF O1' B/ BOTTOM OF FND FOUNDATION OPP OPPOSITE BD BOARD FOIC FURNISH BY OWNER 0/5 OUTSIDE t7 Reinforcing£feel&;'rsstr9ssitlp Steel Tendons -'-�� BTWN BETWEEN INSTALL BY CONTRACTOR FULLY FIRE Sp RINKLERED ARCHITECTURAL DRAWINGS Structural Weida*.g GROUP IMACKEN 71E 200 BLDG BUILDING F/ FACE OF P PAIOT -- RA W I N G CRITERIA A1.1 PARTITION TYPES High�trontylh Boiling (Cl RIGHT$ RESERvt'C BLK BLOCK FOS FACE OF STUD R PLATE BUILDING HEIGHT D BLKG BLOCKING FOW TACE OF' WALL PLAM PLASTIC LAMINATE --'"- '- _ A2.0 1ST & 2ND FLOOR DEMOLI FION FLANS I d Structural Masonry THESC I: :,; ARE Thi: c nnh R71 BM BENCH MARK FT FEE1/FOOT PLYWD PLYWOOD EXISTING: 27'-0" GR n'Obu,.D :NREF 140f TO AN'r IAN9, A2.1 FIRST FLOUR PLAN - ZONE A O Reinforced Gypsum Concreta PRIOR WRITTEN PERMISSION BOTT BOTTOM FTG FOOTING PVC POLY VINYL CHLORIDEALL DRAWINGS ARE IDENTIFIED AS FOLLOWS: A2.2 FIRST FLOOR PLAN - ZONE B PVMT PAVEMENT ~~ BkGR BEARING PLATE ,- GA GAUGE A2.2F FIRST FLOOR FINISH PLAN - ZONE B O Insulating Generate Fill PT PRESSURE TREATED CATEGORY' LETTER REFERING TO THE DISCIPLINE OR MAJOR REVISIONS: DIVISION. A2.3 SECOND FLOOR PLAN - ZONE B O Spray Applied Firr.-meal-1t ve Materials CB CA FCH BASIN GALV GALVANIZED p y Pp z' CI CAST IRON GB GYPSUM BOARD R RADIUS A2.jF SECOND FLOOR FINISH PLAN - ZONE 8 202 REST CJ CONTROL JOINT GEN GENERAL RAD RADIAL T. TITLE SHEET ,n-- REVISION CLOSING EDITION A3.1 EXTERIOR ELEVATIONS O Pilings,prifrad Piers and Ca,is�ons >� rNls CLOSING DATE q CENTER LINE GR GRADE R8E ROOF BEARING ELEVATION C. CIVIL SITE DEVELOPMENT A4.1 WALL SECTIONS Wo CLG CEILING Rr:P REFLECTED CEILING PLAN A. ARCHITECTURAL O Shattrote � SHEET CLR CLEAR HQ HOSE BIgB S. STRUCTURAL A5.1 RESTROOM PLAN, ELEVATIONS, AND DETAILS P S 1 :1D A5.2 CASEWORK ELEVAT'ONS Special Grading,Excav;)tlon and Filling 1 CMP CORRUGATED METAL PIPE WC HOLLOW CORE REF REFERENCE 03/10/04 t?OOF DPAIN CJ CMU CONCRETE MASONRI UNIT HDR HEADER REINF REINFORCING A5.3 LOBBY ELEVATIONS AND DETAILS 2 IN PROGRESS CO CLEAN OUT HDW HARDWARE REQ REQUIRED A6.1 FIRST I�f.00R REFLECTED CEILING PLAN - ZONE A O Smoi:a-Gontro!Systema+ _ COL COLUMN HM HOLLOW METAL REV REVISION PARKING A6.2 FIRST FLOOR REFLECTED CEILING PLAN - ZONE Q atherinapectiores � Q^!_Ll.��" 0 --""-' CONC CONCRETE HORIZ HORIZONTAL RM ROOM A6.3 SECOND FLOOR REFLECTED CEILING PLAN - ZONE D --- CONN CONNECTION HTG HEATING HO FOIJGH OPENING STANDARD 84 ATI MAIN ENTRY STAIR PLANS SECTIONS AND DETAILS _ �1Aax'61)wJF.'bY '" 600111 CONST CONSTRUCTION HVAC HEATING, VENTILATION AND ROW RIGHT OF WAY g 4;8� OC- A7.2 STAIR DETAILS CONT CONTINUOUS AIR COND[TIGNING HANDICAPPED w "> �� .,Tlgdrd� ' (,p 1$o0f1 _ CORK CORRUGATED(ION) ID INSIDE DIMENSIONS STAIN ACCESSIBLE 4 � `� A8.1 DETAILS CPT CARPET 1E INVERT ELEVATION SAT SUSPENDED ACOUSTICAL TILE R � 'r ;qf �7T' Sw 8ti1ra nd S't ��. il5r A8.2 DETAILS - CSP CONCRETE SEWER PIPE INSUL INSULATION Sc SEALED CONCRETE ^••' (� � � fi• Trace a 1 1 A8.3 CANOPY DETAILS TOTAL 88 k "` E. ._ ` T CEP.1M[C TILE !NT INTERIOR SHTG SHEATHING �,�' � '� 4y `' , o �ti � - SHEET�''�,f'~l�"'� � r 1 ,y; ,...,-,• ��.. 1 � SHEET T! �. a � N A8.4 CANOPY DETAIL_ CJ TR t,ENTER SIM SIMILAR ;�' fir' i1 t '32 1' I I ' ' A9.1 FINISH SCHEDULE AND DOOR SCHEDULE IGHr/N�' ,... L� • - COVER SHEET JST JOIST SPEC SPECIFICATION DBL DOUBLE ,INT JOINT SO SQUARE ++`'., + j�')'�` o Ig �fV ty 1 /'� , �' r�.:.rinu Pa,rl-. � �'�' �� �/7GC-lr�itN� � INDEX OF DF DRINKING FOUNTAIN LL LIVE LOAD SS STAINLESS STEEL �J` } la r75a .�4` 1 ''' ?C?LUp-�l{��J(r--- DIA DIAMETER STA PT STATION POINT y r' ? ! ,t y STRUCTURAL DRAWINGS DRAWINGS AND DIM DIMENSION MA's MATERIAL STD STANDARD _� 1 Sw S:3ndbUrg 5f r �•Scv Ed e�(�,r,r�d St ,• ri(vlativ Dr r DL DEAD LOAD ttAx MAXIMUM SUSP SUSPENDED g S1�-ice'Ch Garner Dr 732b pa - CODE ANALYSIS DN DOWN MECH MECHANICAL DEFEFRFRECD SUBMITTALS McDonald St •.a •._KrubWay �-F/�C Si>piQ�NKC-�lL� S�lr Char Gt ,.,. �r ,�...� , v DR DOOR MFD MANUFACTURED T/ TOP OF _- . ..-.•�.-....- --..• ... S1v LAndmarh Ln S1.0 GENERAL STRUCTURAL NOTES DS DOWNSPOUT MFG MANUFACTURING THK THICK(NESS) r .�. .L t "' " SIV MAa[10wS Rd -MECHANICAL ; t' Bonjta c� �q2s S1.1 GENERAL STRUCTURAL NOTE: DWG DRAWING MGR MANUFACTURER TS TUBE STEEL -ELECTRICAL � ,,. ( I ,' P�� �+ , , F30nrta �•.., 52.1 FOUNDATION PLAN I MH MAN HCLE TU TILT-UP -PLUMBING �+ L�1tr It1t ! W 801:rt d ,• CJ) „--•-•,•,� „„•�•,,,,,•,, r, ._. ,. ,,,,,..._. +... . ,........r.... S2.2 FRAMING PLAN EIFS EXTERIOR INSl1LATlON MIN MINIMUM EYP TYPICAL "r" , , i -•'+ I �'-'• FINISH SYSTEM u' Z' I Sw 1?100*4 6 r 1 ( r C r S8.1 STRUCTURAL DETAILS MISC MISCELLANEOUS - ELEV ELEVATION MK MARK iya ��' I, t I I� y UL TINDER WRITERS LABORATORIES 3 m t , Y ( +ws g B;lrm3 Rd, ELECT ELECTRICAL MO U S UNDERSIDE __- m ,, . b r �T•I• ��� f MASONRY OPENING / !! pgl , EO EQUAL ... SW t SattlQr_St i ! . pp r EXIST EXIS FIND V VARIES I ' C- T 1 rC t P e Af?RA V!!D PLAt>i� IN(I.I DP UN-A7 iA(IIF.Ih FIRST ISSUED: Su•rnrltertle,ti ' c r tiPl?CIFICA1'IUN H(x)K LAST ISSUED: EXP JT EXPANSIC'N JOIN VERT VERTICAL t ; - �� 6 .; EXT EXTERIOR VEST VESTIBULE !,-c,Olf}'1�I� �, � �� is _.,.`.•` c . ,ZO!llltP CIUII I SrRI CTl1RALCAL(S DRAWN BY: a W/ WITH r.. I !! t } •-t l,ll()1 E(tl RI'PUR1' f` a (A c, SAV1119 Atha >� :.Y MISC lx)c'UNICNTS iCnI ,._. . WC WATER CLOSET SW,DUrham Rd z _ ? j'' U1 �%, CHECKED BY: WD WOOD � SW'>U�artha St._. ._.._... ....0. 0 t _ W/o WITH our I rot �•• � .Dilr )am � �� � I ,�c_Liak • I wP WATER PROOF Sw lu!ikin Dr - t. +� U SHEET WR WATER RESISTANT }yam ,. �RD'31YOIOd.St f' 'CITY Q�T�Q Hp a ( WWM WELDED WIRE MESH ©x_004 Nhpquest.cc)rn, Inc.; O2_UGA Navigation iachnolorle �: .r ' APProved. lJ./.Rr.w...IL`'. ............ ...Y' ' WF1 WATER HEATER Conditionally Approved.................. ......... /O V I C I NTY MAP For only the s rib _ ---- -_ -_ - PERMIT 'rw' 1 NOT TO SCALE eeLet NO. See Letter to: ollow.....................................( ): r~i4 H C ........r.rr....'.......... ... Milton Ct.14150 �•=+1 Job A r ss: �SL!_ �� >N � � eUP2004-00070 i,'' '�1AA) Dal 1 or 29 JOB NO. 2000358.05 I PLAN CHECK RESPONSE - 03.29.04 PERMIT/BID SET - 02.23.04 QFFICF Copy --- 1 _.r �T I--11 1� : _ I I I I NOTICE IF THE PRINT OR TYPE ON ANY rj1 11l !�! !�! !�! !11 II! 1 i iii IIS !�! ! 1111 !�I Ilr rlr 111 111 ill 1 1 111 111 II! !11 II! !lt III !'I !�! 111 !�I 1I1�!11 Ill 11! t ! 11l !ll Ill Ill II! !ll 111 !1! 111 !�1 !�I�! I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _ I 11 I I 4� I I I T I 8 I- - --- IT IS DUE TO THE QUALITY OF THE _ _ __ ORIGINAL DOCUMENT £-Z 8L 711181111-1111 eti- L6Z fiL tl9 t E����► I�11111�1 ��►I � � ���� �► ►��►!���I �►�� �1►� ����I�� �I����ll��� ���1�1���1��������1���T�I���� ��►111�II, III►������,�I1T���T��I��11 �1�1►�1TI1 ��I���1�►�I���T���I�,I II��►1>�}Il�► �I 1�1T� r' "' n CID O FJ w i= rJ m rl -- - h _'......- -- -... 'iJ OJ C-_ 90, 4 cc E l 'T z;, n @gym m Lu CD J A8. ° ( _ KEY NOTES: G I if, (D3 G a s _•_.__- 1018 __ - 1. EXISTING TREE TO BE TRIMMED AND RESHAPED TO EMPHASIZE 8 I 17 NEW MAIN ENTRANCE Q _ . f'---• � 2. NEW LOW SHRUBS AND (12" DEEP BY 3' HIGH) CMU WALL ---�� -`�---� W/PLASTER FINISH TO MATCH BUILDING FINISH LIJ ...._.- �- 3. NEW SIDEWALK FOR RELOCATED MAIN ENTRY -- - i - j I -�� T'-' 4, RESTRIPE EXISTING PARKING TO ACCOMODATE (2 HC �,TALLS 5. REMOVE EXISTING HC STRIPING AND SIGNAGE I _ 10, I I ( J I i I �. ` _ 6. NEW SIDEWALK TO CONNECT EXISTING SIDEWALK TO LUNCHROOM lb ! I ��! _cl ____ � PATIO 10, (12 j,, _ f. 19 __j NEW BICYCLE PARKING Project- ---- 28. NEW OVERHEAD DOOR, SEE BUILDING ELEVATIONS NORTHWEST 9. NEW WINDOWS, SEE BUILDING ELEVATIONS rs R=3.7��G' MEDICAL 7'5 10, RELOCATED MAIN ENTRANCE W/CANOPY ABOVE, SEE BUILDING ELEVATIONS TEAMS 11. INSTALL 28" VERTICAL CURB PER DETAIL 2/C1.1. INTERNATIONAL 12. INSTALL STANDARD 16" VERTICAL CURB PER DETAIL 1/C1.1, 13. LOWER EXISTING CATCH BASIN RIM 6" 14. GRIND OR REMOVE EXISTING AC SECTION AND REPLACE WITH 2Y CLASS "C" AC OVER 6' OF 39"--0 CRUSHED AGGREGATE BASE COURSE O 15. GF.ADk NEW AC SURFACE 0 2% (17. MIN.) TO DRAIN PROPERLY TO CATCH BASIN EI_EVi,TION. 16. F EMOVE EXISTING AC AND ROCK SUBGRADE IN LANDSCAPE AREA. INSTALL NEW _ "��" �"'• =`.- GROUND COVER LANDSCAPING. ---- _ ---------- • _ W__�_�-�-�� - -----�, 17. INSTALL HANDICAP RAMP RDETAIL C 1.1 _ _• 18. PROVIDE WALL DRAIN PORTS IN THE CMU WALL TO ALLOW DRAt.NAGE TO POINTS Q EXISTINGL W P NG THEPAT 0 S AL 0 —= sr_-•.••.:-x-._ ..mss .. ..:�_:r^ , -�-�--•::--�-r---:=-_-•-�- .r----.-__�- ••-----___��,_>-.:__ _-..__.�.� -----•��•��---� -- -�-�. -- `�_^` 19. CONTRACTOR TO VERIFY 2% MAXIMUM DIAGONAL ADA SLOPE. CONTACT ENGINEER ^S '.PITH ANY DISCREPANCIES. -- a .__ ......................... � 1 SITE PLAN , ��-- -�1 '............. - DISABLED SIGNAGE PER �• STATE REQUIREMENT `,• - �� �� SEE DETAIL 5/C11 ---TOP OF CURB TO TOOLED EDGE-.. 6" -i" RADIUS . 1/4- RADIUS t } 1 -0" 6 MATCH BACK OF TRUNCAT6' TYP. 5' MIN. - SIDEWALK. ELEVATION ! is NOTE:_ _ SEE DETAIL /CM 1 SURFACE 1 �. -- -- CONCRETE SHALL BE 3000 � �° �- �- � cn¢ T' I, R PSI AT 28 DAYS. 6 SACK ��_� _ _ __ w-L MIX, SLUMP: 1 h' TO 3' IOL 12 ~�� _~ -- y �� , �—"--' - �;;r .063" ALUMINUM SIGN PLATE � a�''t a� 1'1 � !1 12 __J R �� cv `MAX. 21 CLASS "C" AC OVER --- 1 C- �° �j� BLUE BACKGROUND 1" HIGH =cn MA^ �' r--.:. t ��_•-_ f '�� �' P \• �nNhIHC wIT1J DEV. , I 6�OF 0 CRUSHED i Q`� WHITE LETTERS AND BORDER, CI.AOLLD PERMIT aar ptW r7 � AGGREGATE BASE COURSE --- ki% ao�AloRs s°Drca* ro -� 6' ro BAKED ENAMEL CAST IN PLACE •- g" i �' -- __. _ j � Towtna UNDER r� I "" _ _ pUP 11 1450 UN ER �-`T— TAPERED CURB �'' WARMING ERTACTIA.D.A. '^ GROUP RIGHTSNZIE 2003 RESERVED �•i CONCRETE CURB 1. S---^I -1- - a a 5 .: _ -_-._ ___--_- - _ _� � "' � °P i0 I150 UNDER 1 RAMP TO BE FLUSH - �, i�16s VERTICAL CONCRETE CURB G15 ��_ � SEE DETAIL 3/Cl.l THESE DRAWINGS ARE THE PROPFRT'r ; -- - -CUR13 _— WITH PAVEMENT ..,� "_" ( ' �•� / vrurtB GROUP MACKENZIE AND ARE NOT Tc, nE. , w / 1'-0" = I CONCRETE TO BE USE!) OR REPRODUCED 1N ANY MANNER SQUARE WING CURB RAMP =� DISABLED PAVEMENT FLUSH WITH AC WITHOUI PRIOR WRITTEN PERMISSION � SYMBOL PAINTED --- 1" KAUIU` 6" TOOLED EDGE --� VAN ACCESSIBLE SIGN - �`J � �I PER JURISDICTION � AT S2��0'�OC TYP. REVISIONS: 1/4" RADIUS ( ) f=l Q DETAIL 7/CI.1 WHERE SHOWN ON PLANS -� Z N REQUIREMENTS SEE 1- Z.- t1J, � / % 30' TYP. 1 r.. LAST D �i�l \ TRUNC TTA D DOME SURFACE _ - ? CL 1 wa HEET CLOSING DATE I E'lD _ O'- TEE C IL O 1.1 u— REVISION REVISION EDITION ui Or,, PAVING SECTION-, !C-41 n1i� F mm INCHES J' E - '� \� S vwi -�—T _ I � � \ GALVANIZED STEEL POST o, _� X03,'10/04 NOTE. � } G D 6Qmn1 2 3/8" +_ . „—.,,,r _ .I [ IN PROGRESS-_ CONCRETE SHALL BE 3000 - --�-- - SMOOTH TROWEL __ 1 ALL DISABLED STRIPING AND SIGNAGE —`. ' PSI AT 28 DAYS. 6 SACK �� VA �r E 37mm 1 7 '16" D + �� „ � _��� E i _\\ FINISH TO COMPLY WITH ADA AND CURRENT MIX, SLUMP: 116" TO 3 gh�r�r� ,rk�p;,�•r Q•-'� F 11mm 7/16" ( -- _ !__� JURISDICTIONS REQUIREMENTS. TRUNCATED DOMFS (SEE NOTE) DETECTAEI_E WARNING G 23mm 15/16" ( - '- F ' 6' -- f / 2. DISABLED SIGN TO BE MOUNTED 2 CLASS "C' AC OVER PATTERN DETAIL CURB TACE �i PAINT STRIPE /� CENTERED W DISABLED SPACES. - 6' OF 3,4"--0 CRUSHED -_ P) ',LOPE, 1 1 SLt F E 11 ' I AGGREGATE BASE COURSE o, 9' (TYPICAL) $EE_PLANS 3• CONTRACTOR TO VERIFY LATEST NCS -I ��..__ __...._._ ..._..---- __,.�.. __ _ HANDICAP REQUIREMENTS AND _ 1 PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 910MM (;i') OF S rANDARD WING ;URB RAMP Ni REVISE ANY COMPONET TO CONFORM H tNN 1L1" THROAT OF P,AMP ONLY. ARRANGE DOMES USING IN--L_1NE PATTERN ONLY AS 0 IN i TO CURRENT STANDARD. rl�aT r .LE: - DETAIL ABOVE, COLOR OF TEXTURE TO BE SAFETY YELLOW. i -H----A-- --N- D.- LC--_-P- RAMP WARNING AR--M---N -S- U--R--. F C--E 4 � IH----A- -NDI1- A- P_ CURB--R--A- M---P- _ _ - - - -- _ 5 HA--N_D--IC- A-P -P- -A-__R_K--_IN--G-------S--IG_ N- ------------_-_ 1r•I'-. _�_/-+•� �H•rTA._ N_. DIC_�.AP-.P_. A_.. RK. ..I..N._ G S_-...T. RIPING PLANA N.T.S. TNT.S.VERTICAL CONCRETE CURB `CLWITH.SQLIARE .i. WING FAMP 6" 7" 2 7" I R ` R — FIRST ISSUED: r•• N _ - I Vis. LAST ISSUED: iv 3" WIDE PAINT DRAWN BY: STRIPE TYPICAL ° I CHECKED BY: �i J 6 7' C1.1 Millon Ct. 14150 BUP2004.00070 2 of 29 _ 7 HANDICAP PAVEMENT SYMBOL --i---_ ----- JOB NQ. - 2000358.05 PLAN CHECK RESPONSE — 03.29.04 PERMIT/PIS SET 02.23.04 - .. NOTICE IF THE PRINT OR TYPE ON ANY I III iii I�I 111 1111 III I I Iii 1l1 111 11 111 111 4TTI 1_C 1 1 r rj1 1l1 r�r Ill Ili III III I 1111 III 1�1 1�1 fll ill lelILI 111 111 111 111 rll IITIIII 111 111 111 l i el IMAGE IS NOT AS CLEAR AS THIS NOTICE, - 1 - - _ � - I 1 1 ___-1 J-3- IT IT IS DUE TO THE QUALITY OF THE _ _ _ N°�R a' ?" ^,.• ORIGINAL DOCUMFNT fi L 9L LL 9L L bL S I L TL L 61 8i Li 9t 4T 1bT _ FT 10� �1.►�► ►�r1i I I►<<1111►11�� ��►����►► ►I►I► ��,��� ►�►�►1►1r �► ►�►►�� 1������► ��������I��►►�►���T�►►� �1►1��«i� �> 1 �►IT LJl (D PARTITION TYPES J"GAP, TYP. A. FARTITION TYPES ARE REFERENCED ON PLANS AND C) ,;,,A P, ;� . 0 IN DETAIL') e) (D r- 'a - cc C B. PARTITION TYPES ARE IDENTIFIED USING A NOTATION SYSTEM AS FOLLOWS: A E3 EXISTING Ci NCRETE WALL PARTITION CONSTRUCTION A. PAR TIT 0 TYPE 'Y' GYP BD GYP BD CERAMIC FILE BOTH SIDES A-, OCCURS 22 % 00 P1, P2, P3. . . . GENERAL DESCRIPTION AND METAL STUDS @ 16" O.C. PLA EXISTING CONCRETE 'NALL OR INTERIOR SKIM COAT PLASTER GYP BD OR GLASS MESH MORTAR UNITS 'Y' GYP RD X' 3% METAL STUDS 0 16 0.C. OVERALL DIMENSIONS TYPE GYP BD AIR SPACE 6" METAL STUDS 0 24 O.0 SEE 2/A1.1 FOR TOP BOTTOM CONDITION 3,�" METAL STUDS @ 16" OC. B. PARTITION CONDITION 3h" BATT INSULATION 3" SOUND ATTENUATION BATT INSULATION A, B. C, DETAILED DESCRIPTION OF PTA ­ TYPE "X" GYP BD TYPE 'Y' GYP BD PLUMBING CHASE WITHIN WIDTH OF STUDS ti COMPONENTS AND PERMUTATIONS, IF ANY - 1%" METAL STUDS ® 16" O.C. F2-A - GYP BD 0 . 1 7' C 0' b 3" SOUND BATT INSULATION - 3%" METAL STUDS 0 16" O.C. EXISTING CONCRETE WALL 4) ':�, PART!TION CONDITION- vi 0 4 TYPE 'Y' GYP RD J r GYP BD AIR SPACE C 0 11,�" METAL STUDS @ 16" O.C.PARTITION CONSTRUCTION C PIA • SEE 3/AI.I FOR TOP Q: BOTTOM CONDITION Im C, 3h" RAFT INSULATION Ln TYPE 'Y' GYP BD Ca 0. TYPE "X" GYP BD L. 0 00 0'. EXISTING CONL),ITION 6" METAL STUDS ® i6" O.C. P 3" SOUND BATT INSULATION GYP RD ETAL STUDS @ 16" O.C. (600S125 VA-�� TYPE 'Y' GYP BD 6" -33) GYP RD U SEE 31AI.1 -'-)R TOP & BOTTOM CONDITION z PARTITION NOTES `- WALL CLIPS @ 10' 0 C., MIN 1. ALL RATED PARTITIONS EXTEND FROM FLOOR SLAB TO STRUCTURE ABOVE. SEE PLANS FOR EXTENT NOTE: SEE DETAIL 3/A1.1 FOR 'FOP BOTTOM CONDITION DETAIL I/A1.1 FOR METAL SITUD GAUGE CONDITION 2. ALL EXISTING PARTITONS ARE NOTED BY AN "EX" BELOW A DETAIL 31AI.1 FOR TOP & BOTTOM DETAIL AUG E PA 11 IC111`4 Yly SEE DETAIL 1/Ai ; FOR METAL STUD GAUGE I/A1.1 FOR METAL STUD GAUGE IV ,Vv NOTE TOP CONDITION TO STOP 3" ABOVE SA AT WALLS INDICATED ONE HOUR RATED ON PLANS SEE DETAIL. 5/AI.I FOR BOTTOM CONDITION PROVIDE UL DESIGN # U465 OR UEC TABLE 78 16-1A SEE DETAIL I/A1.1 FOR METAL STUD GAUGE SPAN TABLE FOR METAL STUDS CJ < z GAUGE STUD COMXTIONS - INTEMOR PAMMONS C* = C, 1-HOUR RATED PARTITION F 31 FURRED CONCRETE WALL PLUMBING WALL io f�2] NON-RATED PARTITION P FP4 I z 20 GA 3 5/8" METAL STUD 18 MIL IALL WALLS UNDER 12'-0" IN HEIGHT BPACfNG TO FLOOR STRUCTURE I ­- i ----------------1 AT 8'-0" OC W1�2 #8 SHEET 323 MIL ALL WALLS 12'-0" TO 16'-0" IN HEIGHT METAL SCREWS A MACH END. BRACING TO BE PROVIDED WHERE ALL WALLS WITH TILE FINISH DISTANCE BETWEEN ALL MIRRORED WALLS IN TOILET ROOMS PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 8'-0" N 0 TE: 1. ALL STUDS TO BE FULLY BRACED @ 3*-0" MAX SEE BELOW Z�4 5' 0.C. Project 6�) 2. SPAN TABLE FOR STUDS SPACED AT 24" ON CENTER NORTHWEST TRACK BLOCKING WITH 1 112" FLANGES. #10 SHEET METAL St)SPENEED CEILING 350T200 METAL TRACK MEDICAL SIZE AND GAUGE TO MATCH STUDS. LOCATE SCREWS AS SHOWN. _•_.=,,,-. SUSPENDED ACOUSTICAL TE-AMS IN EVERY 4TH SPACE FOR STUDS AT 24" OC, SEE SPECIFICATIONS PANEL CEILING CUT TILE FOR TIGHT EXISTING PLYWOOD INTERNATIONAL AND IN EVERY 6TH SPACE FOR STUDS AT FIT AT WALLS SHEATHING 16" OC, AND AT EACH END OF WALL. EXISTING STRUCTURE ABOVE CASING BEAD USG 200-A ATTACH STUD TRACK LIGHT GAUGE STEEz---, DIRECTLY TO GRID WALL. STUDS " ` \ GYP 80 EACH SIDE DEFLECTION TION SPACE SHEATHING. SEE----,, (DO NOT FASTEN STUDS SPECIFICATIONS. z! METAL STUDS, SEE PLANS FOR < OR GYP BD TO RUNNER) _j I -- I CL ,,,,----MTL STUDS SEE PLANS FOR PARTITION _,,--METAL S`FUDS- SEE PLANS PARTITION TYPE PROVIDE FIRE SAFING AT RATED WALLS 0 -- TYPE FOR PARTITION TYPE !z L4 WALL TO SUSPENDED CEILING C141 CL GALVANIZED STEF1 FLAT ---SOUND ATTENUATION INSULATION i SOUND ATTENUATION INSULATION qTRAP, 16 GAUGE X 2" uJ AS OCCURS, SEE PLANS AS OCCURS, SEE PLANS GYP BD EA SIDE------ METAL STUDS, SEE PLANS NO,rES: FOR PARTITION TYPE -0" O.C. VERTICAL S.-ACING X FIRE SAFING SEALANT 1. INSTALL BRACING ROWS AT 3' CONT ACOUSTIC SEALANT UNLESS NOTED OTHERWISE. CUTTAPER OFF GYP BD T/P EA SIUF OF TRACK AT WALLS WHICH RELIEVE EA 510E AGAINST TRACK 2. UNLESS NOTED OTHERWISE INSTALL 'TRAP ON SIDE WITH NO - FLAT TO DECK FLAT BASE (-(P 2'-0" 0 C SHEATHING AT LOCATIONS WHERE SHEATHING IS ON ONE BATT INSULATION S REQ'D SIDE ONLY INSTALL STRAP ON "TH SIDES WHERE NO 5 �5 5 SHEATHING IS PRESENT. LA;1 7jl eA 112" MAX 3. ATTACHMENT OF SHEATHING TO STUDS ANG STEEL STRAPS B` WALL TYPE SHALL BE MADE USING SCREWS IN ACCORDANCE WITH UBC ----BOTTOM TRACK TO FINISH 1" MIN. DIMENSION FROM FNOTF: SECTION 2511 AND TABLE 25-G FOR NON-FIAE-RATED CONCRETE SLAB FLOOR W1 POWDER DRIVEN BOTTOM OF TRACK TO CONSTRUCTION WITHOUT ADHESIVE. FASTENERS AT 4.'-0" OC JUL SYSTEM NO. HW-D-0C,9 I SIMILAR FIRST FASTENER 6 STUD WALL LATERAL BRACINC3* 2)TYPICAL WALL TO CEILING GRID WALL TO STRUCTURE NON-BEARING WALL AT FLOOR WALL TO STRUCTURE N.T.S. A1.1 --- ---- - -- . ---- - d - LOCATIONS WITH NO SHEATHING OR SHEATHING ON ONE SIr.E NTS N.T.& A1.1 CA3;7:; C�' -j 6 .1 STRUCTURAL MEMBER Al FYP AS OCCURS BEZIO 1 77' PLYWOOD ROOF EGON SHEATHING FIRE SAFING -FIRE SAFING SEALANT SEALANT 19 BOTH SIDES OF--- OF 1-1-MI'L STUDS @ PENETRATION 16" OC, INFILL J GROUP MACtNENZIE 2003 A - STRUCTURE GYP BD TIGHT TO ALL RIGHTS RESERVED 1. STRUCTURAL MEMBER, Tt,iESE DRAWINGS ARE THE PROPERTY T>pkl�� 'ROUP MACKENZIE AND ARE NOT TO I" DEFLECTION HEA MAX JOINT USED OR REPRODUCED jN ANY MANNER WITHO'.0 PRIOR WRITTEN PERMISSION REVISIONS: \------MTL STUD FLOCKING &Z LAST FIRE SAFING SEALANT AT PENETRATION ui�C:: REVISION REVISION EDITION 5; "'\----RATED WALL PI THIS CLOSING DATE wo SHEET RATED TYPE PI WALL 03/10/04 IN PROGRESS 0 PARALLEL TO FLOOR I ROOF STRUCTURE (-,,-�?�-R�ENDICULAR 70 FLOOR/ ROOF STRUCTURE A RATED WALL PENETRATIONS AT FkAMING STRUCTURE r=7-- SHEET TITLE: WALL TYPES FIRST ISSUED: LAS-, ISSUED: DRAWN BY: CHECKED BY: C, -7" SHEET A1.1 Milton Cl 14150 EUP2004-00070 3 of 29 JOB NO. 2000358.05 PLAN CHECK RESPONSE 03.29.04: PERMIT/BID SET 02.23.04 13' AItC/1\Ofi-All DOM CTM 03/1) NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, Jt!ITT ip 7 t 11L --- 4T] IT IS DUE TO THE QUALITY OF THE No 'A 11111:nmr- ORIGINAL DOCUMENT tL 9 F, iz- L1 91 1 t I 1 6 �,�,��� ����►,I���►�ul�lll,�ll��l���,���►�Il��� ����l�ll► ►,��1�►►���►Illl►�,►�lil► ,l►�11111o.- cu 0- ' O r G h u M ` O tJ O i 1 � a 1 a 1 a 4 5 6 4 8 9 14 11 1 Y o . I c c w-a• w-o -- 00 r_ .y-a - -- '"0 ------- - '"°- - - -�'0 -0' _�...� -ar _.. �-a' _ 3'-1' — ,v CL U ` • ' LU 11 I I U -V-- -------------- cp 0j 0 L, 01 CAI u c-- I z L'!til r. •� li I :::-s^::nu:r_::, I/�•L•J\ tin.-r CC —r I I 2 l J r 70 W m: v r, 112 _—.—_— Pio Je V i ,. NORTHWEST ' ` " I TEAMS MEDICAL INTERNATIONAL ITT- cd) I & FIRST FLOOR DEMOLITION PLAN 10 11 Iz w..r_ �-0'_. — ?o•a ___.?off' ! 1 I . LEGEND • - '' ... , tic•N::...::::. ::::.•:::•::::u:r::r:::............. E 710 .. ............:.:::.:c•:::::•.. .f r: .:::...::r.:::::r::. EXISTING CONSTRUCTION TO BE REMOVED I 1 1 � • r� TLAt. EGO ° f EXISTING CONSTRUCTION TO REMAIN OF —� c 1 !! '4I o i,RUUf' MAc r:EN7.lE fiu-S ' i„ Q ALL RIGHTS RESERVED _GENERAL NOTES _ r-= .; c.rG MAW,ENZIE ANDH HARE NOER, ' — � I - --N-- - H • 13 —� t INIOUTRrRIOR WRIDIEN Ili a ERMI551 + ALL DOORS INDICATED TO BE REMOVED ARE TO HAVE DOORS, FRAMES & A.,SOCIATED HARDWAPE REMOVED AND STORED FOR W. REVISIONS: REUSE. B. ALL RELITES INDICATED TO BE REMOVED ARE f0 BE STORED F 7L LASI REVISION FOR REUSE. THIS TE + :r I ;"'� REVISION CLOSING DAEDITION C SEE MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR { _.L W SHEET ul ADDITIONAL INFORMATION 1 — 03/10/04— D. SPRINKLER SYSTEM TO BE MAINTAINED. F. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. (321 ! 2 IN PROGRESS a NOTIFI ARCHITECT OF .,NY DISCREPANCIES PRIOR TO START ' OF DEMOLITION. F CON TI?ACTOR TO PROVIDE OWPJE-R WITH INVENTORY OF ALL ITEMS WFIICH ARE REUL'ABLF THAT HAVE BEEN REMOVED G. CONTRACTOR TO CLEAN AND REPAIR ALL AREAS OF TENANT I -- IMPROVEMENT-, INCLUDING EXISTING BATHROOMS, EYISTItI(-, -- STAIRS, WINDOW SILLS, FLOORS AND CEILINGS H REMOVE AND STORE ALL EXISTING SYSTEM FURNITURE FORSHEET 71 i"LE: {, REINSTALLATION INTO NEW PLAN. COORDINATE EFFORT W/OWNER DEMOLfTIO J. REPAIR AND PATCH SURFACES IMPACTED BY REMOVAL OF WALLS, CEILINGS, AND FLOORS PLANS 2 SECOND FLOOR DEMOLITION PLAN KEYNOTESWA-2.Q) 1/16"=V-0" I I. DOOR TO BE REMOVED, STORE FOR REUSE 2. ROUGH OPENING FOR NEW DOOR, SEE DOOR SCHEDULE FOR SIZE 3. REMOVE PLUMBING FIXTURES, STORE FOR REUSE, V XIS TING CASEWORK NOT I_ISED FIRST ISSUED: 6. NG FOR NEW STOREFRONT WINDOW LAST ISSUED 7. ROUGH OPENING FOR NEW STOREFRONT ENTRANCE DRA 4N BY 8 REMOVE EXISTING OH DOOR AND STOREFRONT DOOi? 9. HOUGH OPENING FOR NEW OH DOOR CHECKED BY: 10. REMOVE AND RELOCATE EXISTING ELECTRICAL PANELS AND SHEET e� — 11. RnUGH OPENING FC)R NEW OHDOUf7�' C A a'R'01., IST FLOOR AT NEW LOBBY AREA. PLUMBING AT 2ND FLOOR ABOVE TO BE RELOCATED �13. A2.0 REMOVE RAILING AT FLOOR OPENIN Milton Cl.14150 BUP2004-00070 4 of 29 JOB NO. 2000358. PLAN CHECK RESPONSE - 03.29.04 PEMAIT/BID SET — 02.2.r' 04 a. , c -r. c.tu z. 4 ,4.D 1. .. _ ... .+"""*C'i°"a'n�rnf.., .,. .• +xAic.R'1F�avea2PihrlAliCF14F,w.m*i.l�lib. 1.. :.,. nliw+,..,:. NOTICE IF THE PRINT OR TYNE ON ANY I i111�l1-1 1-i —1--1-I_i-I-I I_lI I-I_-1�1_11_1_i..11_1 11.1 Tr IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 i 1 7 i 111 1 I I i 1 I I�l I l I l I f l III_i I_gII_ (I I I I I lTI III i III_'_!_I_I�i i t I-II--I—i II-I III i I bI IIII i III_11_1_I v.b_1I1_1_11_11_1_l_'111111 I�I l i l l.1_1_I I.II I zI Ta''y'Lii C IT IS DUE TO THE QUALITY OF THE _ _ No 3° ORIGINAL DOCUMENT r(�£ 'L 8TG G G I 9�L 9�t 41Z L�7 T,IZ I I�G 0 G �l 8FT T(Amim,,], 9 9 111II III IIIlillllllIIIIIIIII IIII IIIIIIII IIIIIIII IIII 11111111111 IIIIIIII IIII ILLI Ullll 111111 X11. I ll il. III111�1I lyJ Q r r •-, w , O �J t7J tV P W IL N v �. CD p^ G � to n m X17 t: O ( 2 z ., 6 '� _per Li - fi 435'-0" - - - 50.-0" � - 50'--0"-- - _- - -— 50-'-0 _ _ � -- -- --- - 50'-0" ----- -- - _ 5U' 0"-- - - ,h_. u co d1 Qm Pc w ` -0 Lu m i OA o y m o7 I m fv 0 ? M 0 0 O ''� C'! CL �G O 'r' ' 7 128A LDr 000D 0 - 5 v 0 COD 156 9 12 1 TYP '— �•: I a EXHIBIT 14� v c W ! � Fh �'3 1 WOMEN'S � � ca x ! i ✓-x-�' , i ; f 140A ajW 1408 143 RESTROOM, a w - • P: P2 143 Ex W I II NORTHWEST `r ROOM 2 HALLWAY w BREAK CONFERENCE � MEDICA,I_ x 140 141 144 I I ( TEAMS ! •r I I t o 1 � - MEN'S I I INTE;�IJATiONAL ALL- .I RESTROOM I' P I' wq�sE ® �l 1 � 3 1 I a. 136U I I 1 •I I � 9 Px I, c I' O MOBILE DENTAL VAN STORAG I 138 —e" 8'-0" 11 ISI 9 84L RE710 C! 13 7 e 13 to` ® 7 10 r t. y . PRIVATE , • I I O 11 ip I I 9 TYP 10 136C 1368 l TYP I OFFICE �� i tf F 1 � 5 137 „--�, _ A9.1 SIM I 1.388 13gC \ - - --- - - 0 O ,•o. �� o i36A ® - OF 0 G o �� 0 12 0 o n I 0A81 erC) GROUP MACKENZIE 2003 ALL RIGHTS RESERVED THESE pRnwiNGs ARE THE PRC'A8.f GROUP MACKENZIE AND ARE Nu 1,14 ANY MAN'.7 TYP I JSED CR WI HOUTRPRI RO WRIa tEN PERMI5,V-'- REV[StONS, o z LAST �,0 REVISION REVISION E011110N 5- 'RIS CLOSING DATE ¢a SHEET FIRST FLOOR PLAN — ZONE A _ _ -2 —CRESS - -- ---- SHEET TITLE: FIRST LEGEND GENERAL NOTES KEYNOTES FLOOR PLAN - ZONE A _ EXISTING WALE TO REMAIN A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, 1. ALIGN NEW WALL FLUSH WITH EXISTING WALL UNLESS NOTED OTHERWISE. 2. EXISTING SINK & CASEWORK TO REMAIN L__.... . _. j EXISTING 1-HOUR WALL TO REMAIN B. WAIL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3, EXISTING RESTROOM TO BE PATCHED, REPAIRED, AND CLEANED SEE SHEETS A6 1 AND A6.2 FOR REFLECTED CEILING BEARING WALL TO REMAIN PLAN INFORMATION. 5• NEW 4'X6' RECITE AT 36'wAFF, ALIGN HEAD OF WINDOW 1L,, C. DOOR OPENINGS ARE EXISTING UNLESS NOTED OTHERWISE. NEW W/HEAD OF DOOR FRAME r, F.; (STING CONC?ETE TILT-UP WALL PANEL TO REMAIN DOOR OPENINGS ARE LOCATED 4"" FROM END OF WALL UNLESS g �~'�^ i � � LLQ NOTED OTHERWISE. 7• NEW OH DOOR, PROVIDE TRIPLE 60OS2�0-54 STI_ F IL1�^� ------ NON-RATED - - - -_NON-RATED WALL, SEE A1.1 D. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY HEIGHT 1T EA. SIDE OF OPENING AND DBL 6005250-54 STUD NEW WORK. PAINT NEW AND EXISTING SURFACES AS INDICATED BOX HEADER AT OPENING. SEE DOOR SCHEDULE FOR SIZE FIRST LAST ISSUED.ISSUED: iA-AX1XffXU NEW 1-HOUR WALL, SEE A..1 ON FINISH PLAN AND FINISH SCHEDULE, SEE SHEETS P2.1, \. W C Lj��` -'� DRAWN BY: F2.2 & A9.1 9• NEW 6" DIAMETER PIPE BOLLARDS AT ROLL-UP DOORS, SEE 4/A8.1 f1f1LJIIIIIK:= NEW BEARING WALL, SEE STRUCTURAL E. FURNITURE SHOWN FOR REFERENCE ONLY. 10. RELOCATED ELECTRICAL PANELS AND TRANSFORMER. VERIFYw F. CASEWORK SHOWN 1S NEW UNLESS NOTED OTHERWISE, SEL CHECKED BY: Y NEW TELE/DATA OUTLET , EXISTING LOCATION AND RELOCATE ONLY IF NECESSARY SHEET A5.2 FOR CASEWORK DETAILS. it. REMOVE PLYWOOD AT EXISTING STOREFRONT. PATCH AND REPAIRI SHEET 4 NEW TELE OUTLET G. CONTRACTOR TO COORDINATE DESIGN BUILD M/E/P SYSTEMS +-- ---+---r- - S � NEW DUPLEX RECEPTACLE AS REOUIREU W/OWNER AND ARCHITECT. SPRINKLERS, LIGHTS, MECHANICAL 12. PROVIDE NEW DOCK BUMPERS AT EACH DOCK LEVELER _ t_. - - NEW DUPLEX RECEPTACLE RECESSED IN FLOOR UNITS AND ELECTICAL CONDUITS SHOULD BE INSTALLED - AS NIGH AS POSSIPLE TO MAINTAIN MININMUM CLEARANCES 13. PROVi'JE WALL MOUNTED SPOTLIGHT AT EACH DOCK DOOR _._ �- ............. A2.1 H. ALL ELECTRICAL/TELE/DATA OUTLETS SHOWN ARE SCHEMATIC AND IN ADDITION TO TYPICAL LOCATIONS. ASSUME (2) ZONE A ZONE B ELECTRICAL AND (1) TELE/DATA OUTLET PER CONF. RM OR Millon Ct 14150 PRIVATE OFFICE, UNO BUP2004.00070 J. COORDINATE SPECIFIC ELECTRICAL REQUIREMENTS W/OWNER PRIOR KEY PLAN i S-or 29 TO START OF WORK r�r JOB N0. .v2000358.05 PLAN CHECK RESPONSE - 03.29.04 - -- PERMIT/BID SET — 02.23.04 "-905\ARC04\0S-A71.Dwr CIV 03/22,,04 11 76 if .. ..., - .. _ n � XMWtV ia,P.PWH'Y..RIMK.MIAMNS1'.IAAMMYA1vHilY� ,. — NOTICE IF THE PRINT OR TYPE ON ANY (Tllllltlllillll !lillli illll�jl�illllllllllll !`II1�IIrIr�1IT l�Ift�IhII1T ( 1�IIIIIIIIt11ll IIIII�I (IIII II�IfIIIII IIIIIIQIIiIl111! IIII1 11II�11T111 I I(Illlrjl I�l1111IIIIIiII !III I �._ IMAGE IS NOT AS CLEAR A;' THIS NOTICE, l � 1� - `-'L - -- --�L I `�1 - II--- II `'L_ . II�L v_ I. �L___�.I �L--II - - --I- l�l - �--11L -- I i 1�. l'L �D IT IS DUE TO THE OUAUTY OF THE ORIGINAL DOCUMENT �qE 161a Big I�L 9�L S�x 6L EIZ Z�Z I it O�t e�[ �t G�T e�i 9It ►�t £t�I 1i II O�t i8 � �B � �L ��9 � 9 � 1I18II ITIZ �r �,>w IIII IIIIIIIII IIII III illl�llll llll�llll IIII IIII IIII�IIII IIII IIII IIII IIII IIIIJIiI� Illi IIIIIIIII IIIIIIIII IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII IIII IIII IIII I�Illlllllllilllllllllll�llllllllllllll IIII Ll! Ili Ill. 111 li W WL��llJllilllll�! IIIIINII it a: t, 171 0 �, M co Gi c0 C► N U N P Ln O 7i .. 10 11 12mr aw c t � a / 50'-0" 25' 0" _ - -- - _-_—__ — '" 0" 300•-0" p 20'_0'. ; 30' 0` 30,-0, _ _.._ ._— _. -. __- _- _-. _-— -..__ �0'— Q r,. l71 co P ! I ca r r g 0 a Y w aO h P2 � x •- � CJ �j 1� Ex`'�- ° w m--ID 0 P21Lu ccs CJ iI EXA I Y ca nn r' O A ti MEDICAL SUPPLIES ao( STORAGE- » 9'-0" 13�6" 6 6 3 t9 U1 I 128D 6-3 128 --- - .F A8.1 i SIM ELEV.. F - ; 1288 S 26 C;0 5 I ' n x 1_ + I SECURED I t 1 t + STAIR 124 t 3L' SERVER x = I P A I I P2 � E I a w I 001 FILES a w 1�, �� 1, 001 f } l-- ROOM Ps `� 128E i Pi 125 _ �_ Pr 119 0' J A r- 7= t1as - 23C (� — —! Pap a w 1'24 1 1 H((AL''L��WA`' 1�9B CORRIDOR PI a t' ' C?9A L 4`) �� 123 10 SERVER P2cj C1 - MEN' _ T_____ - WOk11800M Ma OPEN I `� O tt lI ' 0 � t' ` -� I 123A 0�t/ t RESTROOM I i Z K 133 130 130 I PJ .� a w MEN'S 1 2 a 1 Id 12'-1" P RF_STROOM al -___,_ E:X I r-tt+ _ - --- MIN a 10'-8" 5'.-i" 10'-0" 10'-1" 100_8" 4�--9" '_ 10'-0" U - � 17 AN I ': � u `tom+ (� 120 - `� d . __, f_ . 1 13 -- c, �I ORR a x � � P2 I13� 114 ' of o j I 120 Pl UOFFEE 5•" Prn Pct �N I ME S I - —. __ __ COPY A ti' �ERENGE PRlVA7PRI _ _- � RESTROOM `�. 131 I � � . •���� ��� i 10 111 Ped .,, . CONT I F+IVA1_E� PRIVATE PRIVATE f �1 1 131 P3H Re N'S P� ROOM OFFIC r�1 F ICL OFFICE OFFICE E it '• I �• RESTR M EXA I NORTHWEST 00 .t 115 116 tet Pr, - �i P2 __ I MEDICAL -531 w 5) I ii t P2 _� l 15 I l e TEAMS 133A I 104E j IU5 > — 7 INTERNATIONAL D d LD 1040 1 o'STORAG 0. QI ii a Icr I PR TA NO 2 N CLOSE-T� 2() I 1 132 A5.3 P3B 105 - ,� A8.t 0 0 ,. �13 �1 H4bo Y - I 9 '`I + o o 1 � ' o I � rn VULUNTEF�,R 12 P2 T 4'-0" P28 iV l) OP N SORTING AEA E _- 134 OFFICE Typ' I 110 . MEETING r I --;rk� ROOM e 104 b L) iA P3A _-_ ex _� 1 � '�ttttttttr� H + :�:r•� I �{ 109 OaMI I I a TAR P:'A HALL —E 109 - 002 I 11 I 1 1 1 1 t 1 , 106 - p ` I' 111Itt1lt ' � 1 STAIR L 3 I 'Q 003 1'i I O� _ P� As. G iV A5.2 r I I I'M, / .._•._.-..,.......__.Id - -__....._.,..._.,......,..__..«.._.. .. ..---.�_.... .. __..- ...._........ � ___..�-_ `�` -_. .1 � �5•�ti� � P2A �� Psa�" o III C I I \\ / EX G i 00 t 104A 4 'CONRFOOMNC cLUNCH 1018 A5,3 GALER 9 / 107 107 HE TI 108 -'� •/ t Qi 3 103 —_160,. 103 �� �, �14 O I Z I P3 \ A8.2 I j �```�ti 8+1 `` I I z0 � �'�.�► A8.1 DEZiO GATHERING1101A Lt 35 I ` I ` I " IJ+ND OREGON OFI � 4 , GROUP MACKENZIE 2003 I I II ALL RIGHTS RESERVEU THESE DRAWINGS ARE THF PROPERTI CF GROUP MACKENZIE AND ARE NOT TO BE + USED UR REPRODUCED IN ANY MANNER, WIfNOUT PRIOR WRITTL;l PEPMIS>ION REVISIONS: C6 Z LAST ink' REVISION REVISION EDITION 5r THIS CLOSING DATE a-w SHEET FIRST FLOOR PLAN — ZONE B 1 �0� A2.2 1,/8 - 1' o' — `— - -' 2 IN PROGRESS —,--�- SHEET T I TI_f_ FIRST LEGEND GENERAL NOTES KEYNOTES FLOOR PLAN - - ZONE B EXISTING WALL. TO REMAIN A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, I. ALIGN NEW WALL FLJSH WITH EXISTING WALL UNLESS NOTED OTHERWISE. 2, NEW 6" PIPE UOLLARD, SEE DETAIL 4/A 8.1 .1 EXISTING 1-HOUR WALL TO REMAIN B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3. NOT USED SEE SHEET'S A6.1 AND A6.2 FOR REFLECTED CEILING 4, NOT USED EXISTING BEARING WALL 1'O REMAIN PLAN INFORMATION. 5• LOCATION OF MEETING ROOM STEREO EQUIPMENT, TO BE COL�RDlNATED C. DOOR OPENINGS ARE EXISTING UNLESS NOTED OTHERWISE. NEW LO OWNER _I EXISTING CONCRETE TILT-UP WALL- PANEL TC REMAIN DOOR OPENINGS ARE LOCATED 4" FROM END OF WALL UNLESS 6, NEW ALUMINUM STOREFRONT WINDOW TO MATCH EXISTING, NOTED OTHERWISE. SEE i&6/A8.1 FOR ADDITIONAL INFORMATION NEW NUN---RATED WALL, SEE AIA D. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY 7 Pa7T USED _ NEW WORK. PAINT NEW AND EXISTING SURFACES AS INDICATED FIRST ISSUED: 8. NEW ENTRY CANOPY ABOVE, SEE SHEET A8.3. rL� NEW I-HOUR WALL, SEE A1.? ON FINISH PLAN AND FINISH SCHEDULE, SEE SHEETS F2.1, 9, 4'x6' WALL REVEAL ® 12' O.C., SEE DETAIL _ LAST ISSUED: F2.2 & A9.i 10. EXISTING NON RATED WALL TO BE REBUILT TO 1-HOUR RATED DRAWN BY: NEW BEARING WALL, SEE STRUCTURAL E. FUPNITURE SHOWN FOR REFERENCE ONLY. WALL OR VERIFY WALL MEET: 1-HOUR RATED REQUIREMENTS F. CASEWORK SHOWN IS NEW UNLESS NOTED OTHERWISE, SEE 11 RELOCATED ELECTRICAL PANELS AND TRANSFORMER, LOCATION CHECKED BY: Y NEW TELE/DATA OUTLET SHEET ,15.2 FOR CASEWORK DETAILS. TO BE VERIFIED v NEW TELE OUTLET ---»-- I SHEET G. CONTF'ACTOR TO COORDINATE DESIGN BUILD M/E/F' ` 'STEMS 12. NEW REL17E TO MATCH ADJACENT REIITE AT DOOR, SEE SIMILAR NEW DUPLEX RECEPTACLE W/OWNER AND ARCHITECT. SPRINKLERS, LIGHTS. MECHANICAL CONDITION, 11B/A8.1 -�"- NEW DI'PLEX RECEPTACLE RECESSED IN FLUOR UMTS AND ELECTICAL CONOU1TS SHOULD BE INSTALLED t?. NEW ADA ACCESSIBLE Hf-LO DRINKING FOUNTAIN, SEE J/4/A5.1 AS HIGH AS POSSIBLE TO MAINTA;N MININMUM CLEARANCES 6 ---- H. ALL ELECTRICAL/ EIE/DATA OUTLETS SHOWN ARE SCHEMATIC A2.2 AND IN ADD1 rION TO TYPICAL LOCI TIONS. ASSUME (2) LONE A -- - - ZONE B ELECTRICAL AND (1) TELE/DATA OUTLET PER CONF. RM OR PRIVATE OFFICE, UNO Milton Ct.14150 KEY PLAN of---400070 J. CUORDJ TATE SPECIFIC ELECTRICAL REQl11REMENTS W/OWNER PRIOR sot 29 TO STt ;T OF WORK _ c..-- _-- _ NTti JOB N0. PLAN CHECK RESPONSE — 03.29.04 20001358.05 PERMIT/BID SET — 02.23.04 00035805\ARCH\05-A22 DWG CIM 0S/:2iO4 'J 16 1 It Gf, . . - .. _.. ...._ .- '.... -.�y11119)Aglgl�l�k6A�d'�tlAMM4R'*�A'lkl",�..r.,. .ei+rlMaa+A , .....,+➢Nuc,.x;nn,.eo-..«;+wr„4,,.....m,..,,,,.,.,�..- _ ...._. ..,...._.,-:.,-.w�Mln1m....: •�., NOTICE: IF THE PRINT OR TYPE ON ANY 11 i I I I I I I I III III III III I IhI III III III I f III III 1 11 III ill [Jill I I I�I I!I I I I I I I I I (I I I III III III 1 I III I J!!,1 1 1 III III i�i II I I! i I�I I I I I I�I I IiIII Ithl I I I I I I I'l l l l l l l II I I I III I I I�I1I�1 I T t ►MAGE IS NOT AS CLEAR A;THIS NOTICE, I IJ_I � L �;�I � I I I gL_ IT IS DUE TO THE QUALM Y OF THE Na 3e - "40 OR';INA(_DOCUMENT I I �� �II � I � I (It9l,II�,III III!(III IIIIIIIII IIIIIIIII(III Illl,llll�lll! IIIIIIIII IIIIIIIII IIIIIIIII Illllll I (III(III IIII!lIII IIIIIIIII IIIIIIIII lllllill Illllllll IIIIlIIN IIIIIIIII IIII�IIII IIlllllll ILII(III IIIIIIIII till Illl 1llllll illl�lll 9111i1►til►l1l � I ! 111 1!I t!litrfll i Ol l0 0• N 3 i O (D n 7-) a 10 11 12 U o 6 m C, n J 17 J r} a i 50 0 25'-0" 20' 0" 30'-0" F _ �� -._. __ 30'-0" oo m r O ' ° _— -- O m � rl ' I G O O 0 f: O n " ;d. i 0) - O MEDICAL SUPPLIES STORAGE ryL4 0 _12,97] - -- Co*U�� FEX R. CLOSET � �� I, ECURED FILES 6 ( ELEV. f25 0 124 I� SERVER I `� J I Dol xIS7 I /.--� 119 C.7 1 .... 2 EXIST--- 1 HALLWAY %CF f 3 '1 /"PT-1 CORRID 'R 123 I WORKROOM OP , 0 4 . OF Ir MEN'S �,�1i' 117 I ,�„ r - �I RF_STROOM li�� ,j/ EST , VCT 4 r. ` 130 f � / MEN'S _ CT' o RESTROOM ■!1._'' -- --_ _ j I ELICE'f - PT'-1 l P-3 ELECT. _ .�I ( � If§� Dr / ® P 4J Dc CORRIDOR - 1 . —. 133 — is 120 COFFF r Project I ME 'S G-F• Ph�iVATE PRIVATE. . PN C:f'T -3 111 CONFERENCE Pf?IVAIE OFFICE OFFICE iRESTROOMvROOM OFFICE NORTHWE`�7T 131 WOMEN'S ` MEDICAL { ,� RESTROOM I t 121 F>�asr SPT-1 ;- TEAMS INTERNATIONAL I - - --_—P E. DATA SCLOSET + I PROCESSING 105 . _ I rt, ' LWAY r, OPEN VOLUNTEER \ OFFICE , SORTING AREA MFETIN, I J ,n + ROOM a n- 104 r EXIST C'P I% 1 - AIL .�,! ,' f I t r / $TAIRl F I i C6 STAIR i I i i I +�• + I iCPT-1� I �r .�-�'-.� ,rf a, r',�J � STAIR VD3 CPT-2_l .I/ �� ! _I '- / •�ylr- � �/ f�./'•. / ii \ /�/ - \,_ P-5 'P y / r CONFERENC EXISr x }` ! �"CPT-3 ROOM f�; '�+ � f f- �% LN H l� \ CPT 1 w` ;; 107 -f P,fr UO i r WD-1 RFC -ITION 1 1"C t-=` y Y �% --•--t-CPr-1 CPT-1 CPT-1 i —_ - -_ — i x � O EXIST--r, F Lff1'� r fJ; ,�.r' \`/. �•� I BEZIQ �- r , 1 5 CPT-2--��-WD-1 ' I C GROUP MACKENZIE 2003 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPENTY CF GROUP MACKENLIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERYI$`iiON I REVISIONS: ;+ ZZ Z LAST 5- THIS CLOSING DATE N; REVISION REVISION EDITION -,6 SHEET 1 03/10/04 FIRST FLOOR ENLARGED OFFICE FLOOR PLAN 2 IN PROGRESS I; i SHFF r '111-E; FIRST FLOOR FLOOR FINISH LEGEND GENERAL_ NOTES _ KEYNOTES _ FINISH PLAN 1. ALIGN LL -1 CPT-1 TYPICAL A OTHERWISE NOTED 2. TO BE PAINTED P-1 UNLESS 2. ALIGN ENTRYRMA4T/W/AMULLIONS ZONE B EM —1 ) B. FURNITURE OUTLINES FOR REFERENCE ONI_1' 3. CPI'-•1 IN ELEVATOR C• PATCH AND REPAIR FINISHES TO MATCH EXISTING 4. PATTF.PN TO ALIGN W/ DOUR FRAME CT-1 CPT-2D. ALL EXISTING AND NEW DOOR AND RELITE FRAME; TO BE PAINTED -------� �'—'� P--X, UNLESS NOTED OTHERWISE IN-1 L I CPT-3 J FIRST ISSUED: LIN-2 CPT-4 LAST ISSUED- DRAWN BY: LIN--3 CHECKED BY: ' -•�— SHEET A 2.:2.F ZONE A E----L---�ZONE B Milton CL 14150 SUP2004.00070 KEY PLAN lot 29 . NTS JOB N0' 2000358.05 PLAN CHECK RESPONSE — 03.�J.04 -- _ -._--� - ------ �. PERMIT/BID SET -- 02.23.04 `Y ,'.,5•,-s;�rnN'r, rtu of/:o/o4 I,s, ,I,,,, --mi memo 1.110 'i . .. _.._.. .. •.. ..... . ... .._.. .__ .._ -_. _.-. . . _ I111111111111fi11111!1111i11111 111f I'1`1111111 , { 111 { 1111I111111111ff114111111111111'illllliI�llllllllll NOTICE: IF THE PRINT OR TYPE ON ANY I f I L I I I I L I 1 I I I I f f I I I I ' I f I f 1 1 BI I f JfI I $I I I I I I I I ` - IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1_L_— I 21 31 _ I 4, 3� 1.------ -- -- -- - ----J ' ��'��' ---- _ IT IS DUE TO THE QUALITY OF THE Nn�o 5•,t:+ ORIGINAL DOCUMENT E Z 9L LE 9Z L 6tG S c I [L 09 et 8t tt 9t 9I 6t 4 S1 Zt I Tt t 8 L P 9 f t; L T �����-�i- i ►l►�►►��� 11�����►► ����i������i����,�� ��������� ��I����11�������►►� ����i►►�� ������I�► I►II����I�III�►�1����i�ll�1��I�lill�,l�lill�ll I�I�+ILII ►�I�t����illll I�►iL«��i«61j1��►�► ��������ll����I a; s, r 1 0 P 1[-J I- 0 O P CD N M C> p u7 ". CD 6 79 10 11 12 ;> m ° o° a a ,50'-0" 'S'-0.. 0'-0" 3 0'- - 2 0" 30' 0" 00. O co 1 � n i I i 1 an I w M � y, - 0 Lu � 1 a w Im. c RECORD54ARCHIVE STORAGEEx n� LA n N rn �, 0 223 a,_ 7U c r O 4n I I o F 7� XIS 2 ELEVCA ELEV. STOR. i r-- F a — - - ,! a I _. I P4 001 222 calx I 0 I I -- a w - n, 't� w Ex I 'L 1-I t_:L' — P, I i 22.2 wr I••� 'Ex ( J 1 I y _lA ' < I Ex;C f I I ; 223 — -1 1:1 _ --�•-. .--_._._ _- I , HALLWAY 22UB I 0 I I P3A 220 pp I 4 Air- MEN'S Pl aFP CE Z o 23'-4"A - -1" 16'-5" _ 218 - 2-6 2-6' 10'--8" +�iy W F RESTROOM _..� _..--,I--�- i� 15 1 !� 215 i Z I 217 - "'�• 216 �±PRIVATE w OFFICE I I ' Op z Ex _ ` 2T 4 217 lo -to! A5.2 4 0 219E P3A EX VOLUNTERK ER RESTROOM -- �,1 P2 I N _ I _ ---- - [� Project \ �� _ NORTHWEST 221 P3A 214 Pt - :_ - Ex a CONFERENCE P' N I MEDICAL L TEAMS 5 12 ROOM q O0 „ , 00 INTERNATIONAL 1 P2 ie I i 16'-4" 00 3'-6 3-•5' 12'-10" I 6'-0 12'--'" 10'-2" ao CONFERENCE 0 Y AX 21 i P3A �0� R R 212 P2 I i c o 0 CR 7TP RIVATE CONFERENCE o A5.2OF"FICEP14Ex21210 7 � 20d �213 a ;' I % 209/ a 14.2 N 1� N CONFERF_NCE �'ONFERENCEA7.1 19' 3„ 7 a r'S 12 ,a o I b ROOM ROOM I A8.2 \_ I 4 I 1 221 N 2U7 t0 ig N '1-- P2 4 _ N F+ F 1 I a 206 2 I < S G Y c� I N Pan f -I STAIR4 Ll P2 PRI VA TE OFFICE Q 1 OFF!E P2Aa 1F2-0-4] I o I 206 ; �• 8'.-0"^ 8'-0" 1 I P3A 2O4 I P2 L 01 I 1 2 OPEN FICE i 7z tt �. I I OF I I . . STAIR al�� 205 �II 13'-11 I 12'-5" RESTROOM - - - - - �`— ---- � P2 d e R X03 ] Ex J I °' i °' °p 5 03 I 1 aJ� Ex 4 Pa BOARD P2A 1 `x, ROOM P3A 202 Ex -- .- - -- _ O 4W 4WI aw lrffr EZIO I P3A II EX • • i i P OREGON 1 I I! I � OF U�Z � - GROUP 'dACKENZIE ''003 ALL RIGHTS RESERVED ! THESE DRAWINGS ARE THE PRnPERrr C GROUP MACKENZIE AND ARE NOT TO Ij USED OR REPRODUCED IN AN'v MANNE'? 1 I I WITHOUT PRIOR WRITTEN PERMISSION , REVISIONS: Z LAST REVISION REVISION ED'-!')N wo THIS CLOSING DATE - x w SHEET I � 0 3/10/04 i SECOND FLOOR PLAN - ZONE B _ A2.3 1 �6., 1 L„ 2 - IN PROGRESS SHEET TITLE: SECOND LEGEND GENERAL NOTES KEYNOTES FLOOR PLAN - - _ ZONE i3 EXISTING WALL TO REMAIN A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, I. ALIGN NEW WALL FLUSH WITH EXISTING WALL I UNLESS NOTED OTHERWISE. 2. EXISTING; SINK &. CASEWORK TO REMAIN EXISTING 1-HOUR WALL TO REMAIN B. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. 3, NOT USED SEE SHEETS A6.1 AND A6.2 FOR REFLECTED CEILING 4• EXISTING MECHANICAL SHAFT TO REMAIN EXISTING BEARING WALL TO REMAIN PLAN INFORMATION. 5. 5'-O"W x 4'-0"H RELITE, BOTTOM OF SILL AT 3'--0" AFF- C. DOOR OPENINGS ARE EXISTING UNLESS NOTED OTHERWISE. NEW 6, NEW CASEWORK BELOW EXISTING CONCRETE TILT-UP WALL PANEL TO REMAIN DOOR OPENINGS ARE LOCATED 4" FROM END OF WALL UNLESS 1 T L Y - NOTED OTHERWISE. 8, 30"x48" AREA OF RESCUE ASSISTANCE W/2-W,AY 2 __ _ __ � NEW NON-RATED WALL, SEE A1.1 D. PATCH AND REPAIR ALL EXISTING WALLS WHERE AFFECTED BY C MMUNlCATION AS RE.Q' B CODE Q —�NEW WORK. PAINT NEW AND EXISTING SURFACES AS INDICATED '�--�- FIRST ISSUED: ,�■.�:� NEW 1-HOUR WALL, SEE A1.1 ON FINISH PLAN AND FINISH SCHEDULE, SEE SHEETS F2.1, LAST ISSUED: F2.2 & .A9.1 DRAWN BY: �7 NEW BEARING WALL, SEE STRUCTURAL E. FURNITURE SHOWN FOR REFERENCE ONLY, F. CASEWORK SHOWN IS NEW UNLESS NOTED OTHERWISE, SEE CHECKED BY: Y NEW TELE/DATA OUTLET SHEET' A5.2 FOR CASEWORK DETAILS. �_- -.---: 4 NEW TELE OUTLET G. CONTRACTOR TO COORDINATE DESIGN BUILD M/E/P SYSTEMS -- - I SHEET � NEW DUPLEX RECEPTACLE W/OWNER AND ARCHITECT. SPRINKLERS, LIGHTS, MECHANICAL - - - -- - NEW DUPLEX RECEPTACLE RECESSED IN FLOOR UNITS AND ELECTICAL CONDUITS SHOULD BE INSTALLED - -- - AS HIGH AS POSSIBLE TO MAINTAIN MININMUF4 CLEARANCES � - �- +- -- ---- •--- - _ H. ALL ELECTRICAL/TELE/DATA OUTLETS SHOWN ARE SCHEMATIC A2.3 AND IN ADDITION TO TYPICAL LOCATIONS. ASSUME (2) ZONE A F e- -�--� ZONE B ELECTRICAL AND (1) TELE/DATA OUTLET PER CONF. RM OR Mil tonCt.14150 Ir PRIVATE OFFICE, UNO BUP2004.00070 l J. COORDINATE SPECIFIC ELECTRICAL REQUIREMENTS W/OWNER PRIOR ®- KEY PLAN got 29 I a TO START OF WORK -_- -- _ Jt1C3 NO PLAN CHECK RESPONSE - 03.29.04 2000358.05 N T� a PER��IT/BID SET - 02.23.04 ,' •.,,,,.„,,,,»,..,,�. n•w..ns+,:mw�eR!++r.a.M,wa... »„>.-«,.,..,,,...M.erw.....,.�,r.,..w,ar+cwwn*,.s. _ _ ... m0w 00' . ,.._ ;._.:. _ I i.ww.•. ,�l_..n.,.wgw.AMMMF.r..w+w,». n, �aNm�»�rMa..Aa• NOTICE IF THE PRINT OR TYPE ON ANY 11 Ili 111 III Ilt il IIIII 11 � ai t t�1 TC 11111 111 fel Ilt ►�I Ijl l(I f t III(I�I fit Ill Ilf ill�lll 111�I 1� 1j1 1 1It�il III III ISI I I ``�IMAGE IS NOT AS CLEAR AS THIS NOTICE, � �-� 4 � � ��L_ L I � 6� � • � I � � � I S� I I I ��—��1111111111 I I ��� �J (� 11. rl� Z � -- -;-N IT IS DUE TO THE QUALITY OF THE No 71 ORIGINAL DOCUMENT � � � � � � �� � � [1,n_A,iwI�IIIIIIIII�II�IIIIII1IIII Illllllllli lil�llll Ill! IIII r!'fil llll III111111�1 111T111111118111IIIIIIIII111111�1�1111 Illl�llll�lllllll!1111111►1�1111,1111�1111 Illl�llllillll�l�i11111111!lll�llllllllllllll 11-1111 ' � 111 ll�111J11111N11� F' W f G ,Y O-, 1. V 1j1 RI �- N r� v N c 0 ti CL i o I . iT ' 30-0" P 30'-0" 0 50'--0" 25'._0,. 20'-0" 30'-0" -- - — ,� f 00 Cm La co G m m � „ RECORDS/ARCHIVE ul `u a I STORAGE L223 `� a LD r..,l' 47 ti O v t FAQ --__-_ EI.EV. ELEV. STOR. i r- A 001 iIF VCT ^_ I i XIST ' H AY ® I 1 - 220 OPEN Q OFFICE � � � -__ .--__ - _._ _. . _ - - - - -_ - •--�-- - - -- _ _r _....--------___— __ --- EXIST 218 � � MEN'SLu j RESTROOM J 1 2 il P- HALWAY PRIVATE -� I OFFICE - OPEN }� OFFICE VOLUNTEER Project WORK AREA 1 RES ROOM NORTHWEST 221 214 EXISTI I P^4_ MEDICAL CONFERENCE I E — TEAMS 2t 1 INTERNATIONAL rl_ tJN-�1 ^� -- -P-3---'— 'PT 1 ('ONFERENCE [ " ROOM vPY FAX': e e t R 0 I - - - - 213 X11 .�I C / �/ I PRI"ATC `�'' �I O :. CONFERENCE I ��/ OFFICE I I (-PT-2 a� a I 209 - t liCPT-1 r.7. ..4p_3_ CONFERENCE CONFERENCE CPT 1 C'PZ-�4 --�-' CPT-1 CPT-1--� '� 20ROOM ROO7A 208 —P-3--� P-8 v PRIVATE PRIVATE i.� OFFICE N OFFICE \ /���� f)0.3 _6 204 a OE ti l �... C, I OPEN OFFICE \.✓ STAIR , 205 002 } RESTROOM BOARD CPT-1 ROOM '_ r - -- - 202 1 r y , eEzlo � a. a %AND, REG ! i I OF p I Y 6 (C:) ALL RIGHTS RESERVED GROUP MACkENZIE 2003 l I I THESE ORAWING', ARE THE PROPERTY GROUP MACKENZIE AND ARE NOT TO USED OR REPRODUCED IN ANY MANNE WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: 5Z LAST C 2 RRE5SION REVISIOCLOSINN DATE ON Cw w SHEET 1 - 03/10/04 1 SECOND FLOOR PLAN — ZONE B . T IN PROGRESS SHEET TITLE: i SECOND FLOOR FLOOR FINISH LEGEND GENERAL NOTES _ KEYNOTES FINISH --- A. ALL WALLS & COLUMNS TO BE PAINTED P-1 UNLESS I. ALIGN PATTERN W/ WALL PLAN - EM-1 CPT-1 (TYPICAL) OTHERWISE NOTED 2. ALIGN EN-II,RY MAT' W/ MULLIONS ZONE B B. FURNITURE OUTLINES FOR REFERENCE ONLY 3. CPT-1 IN ELEVATOR CT-1 L CPT'-2 C. PATCH AND REPAIR FINISHES 10 MA rCH EXISTING 4. PATTERN TO ALIGN W/ DOOR FRAME D. ALL EXISTING AND NEW DOOR AND RELITE FRAMES TO BE PAINTED LIN-1 P--X, UNLESS NOTED OTHERWISE CPT-3 FIR LIN-2 L _`'` IL 7 CPT-4 LAST ISSUED' LAST ISSUED- . DRAWN BY LIN--3 CHECKED BY: SHEET i _ - A2.3F ZONE A ZONE B Milton Ct141% BUP?.004 00070 i' KEY PLAN _ _ �� sof —29 - -- NTS JOB N0. 2000358.05 PLAN CHECK RESPONSE - 03.29.04 PERMIT/BID SET — C12.23.04 _ _._._.__.-.,-._.-..-...,._..-- -_...__ ..__._......_.._.. ..... .,.r+;;t"Pd'"!^"':Y",.. -_,_;., '�1�� MIY: e�•�^t?w+u;' ns;•w,.v•+.,., .w:.5 ..,. .n,..�i ,,.�.v.e•�wtwuw.wr '.^_ _ ._.__...._.__.. _. �w.w. NOTICE IF THE PRINT OR TYPE ON ANY ISI ISI (� ISI ��I ISI SII I I ill I� I�IIIII I�I III rlrfrt ISI III III I I III ISI III III 1�1 III III I I III I�I III I I III 111 III I I III�III III I I III II' Illllll I�' III III I II ���j IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I I �I I I II I - I_ 1 4I I I II I I 1 6—I I I I I I I I I I I L__-- II�IIIIIIIIII �_ _ _� I "°3e IT IS DUE"r0 THE QUALITY OF THE ORIGINAL DOCUMENT G � t t S I� IIi1llll�l1!�eS11I1� Zl 11111,11 1711 il► iI111I1i 11_I9III111 �11111 �� 11I11I9�� �� ����� t ► ��� l�alllI 111 1111W 11l91FlIU12111,11 �ti—�! 1 11 r ,r `i f lJl G .f C) Ii G t < a+ 0• u N m t -. -F 0 I'< o ,2 M 1�' O p <> c, 30'-0" 30'-0" 20'-0" 25'-0" 5ti 0'-0" 50'-0" 50'-0" 50'-0" 50'-0" 5G'- 0" r� r TYPCL ' r„ o yu cv `co 0 3 }` 4. 0 O 0• c9 U U) ;`� p - _ _ - - - _ - - ----- - ------ -- --- - -- ---- - - --- ----- ------ -- - -- --- - -- -- --- -_ _ _. _.__._.. ---- - --- - _ _ _ - - - -- - -- ----- - - --- __- - - ----- - -- - -- - - �. � � -- -- NO PAINT HERE ui NORTH ELEVATION _ _ _ Bob F.• z � c O � z Z LU 9 F- ¢ 1 2 1 TYP Q2 6 7 <> 02 50'-0" 50'-0 50'-0" 50'-0" 500-00050'-0" 25'-0 20'-0" .'os-0 30'-0" 30'-0" f - -- �k - --- - —- - — — ---- - - - — __ __. — NORTHWEST TYP1 o MEDICAL T _ I �TYP TEAMS INTERNATIONAL I -- - ti '' - -� -LLLu-- --- ' µ -- 6 5 11 I 11 2 SOUTH_ELEVATION �3. 1/1611=11-01, GENERAL NOTES � l A. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES B. SEE SHEET S3.1 FOR TILT PANEL INFORMATI(N 30'-0" -�� 30'-0" 30'-0" C. DAMP PROOFING TO BE APPLIED TO CONCRETE TILT-UP - - - � WALLS BELOW GRADE TO WITHIN 4 INCHES OF FINISH GRADE j H D. G.C. TO VERIFY EXISTING STOREFRONT WINDOWS AND REPLACE BROKEN OR DAMAGED GLAZING AS REQ'D. 7 10 TYP KEYNOTES %8i iph/' r YP I 10 TYP I O1. NEW BUILDING SIGNAGE, TO BE COORDINAI EDW OWNER n2. NOT USED. / `-3 3. NEW STOREFRONT GLAZING SYSTEM, TO MATCH EXISTING EON -- .._ - - GLAZING ABOVE- --- - -- - ------- ------ ------ --- -- ----- 4. NEW 5TORFFRONT ENTRY W/ 6'-0" DOOR, SEE PLANS AND SCHEDULES1 5. NEW 14'wX17'h OVERHEAD DOOR, SEE PLANS AND SC!iECULES `' OF 6. NEW 14'wX15'-9'h OVERHEAC DOOR, SEE PLANS AND SCHEDULES __-_-- � 3 WEST ELEVATION �_.�.�.___.._.-�—._-.--.-._--- - _.._-. _A _—. 7. EXISTING STOREFRONT GLAZING SYSTEM �- —_ 8. NEW CANOPY OVER MAIft ENTRANCE, SEE A8.3 ALL RIGHTS RESNZIE 200 A3.1 1/Ib"-1'-0„ - - _-- _ _ — ___ GROUP r,0MAC5 RZIERVE 3 — 9. NOT USED THESE DRAWINGS ARE THE rR;VERT'(� L )0. PAINT EXTERIOR WHERE PREVIOUSLY PAINTED, ASSUME CROUP MACKENZIE AND ARL I ` (�--� USED OR REPROOUCED IN Z NOTE: SEE DETAIL I \` \ 6.,SIC PAINT AND ONE ACCENT COLOR W/APPROXIMATELY WITHOUT PRIOR WRITTEN 10/A8.1 FOR ADDU' 60% BASIC PAINT AND 40% ACCENT PAINT STOREFRONT INFO. �' ----_8-0" - 11. NEW CURB AND GUARDRAIL AT EACH SIDE OF EXISTING RECESSED DOCK REVISIONS: z o Z LAST 5 T11}11541s Of/ REVISION EDITION S� CLOSING DATE 8 ' ¢3 SHEET 1 03/10/04 2 IN PR03RESS 6> _ 15'-0" 30'-0" 30'-0" * 30'-0" ...._._ _15-0" I _ SHEI VILE 10 c QTYP I 4 EXTERIOR ELEVATIONS J j Jill I ��M ----= I � > ... _ t— _J W 4 EAST ELEVATION K5ENLARGED ENTRANCE ELEVATION 1/4"-7 0" z FIRST ISSUED: W LAST ISSUED: DRAWN BY: CHECKED BY: a 1 SHEET A .1 Milton Ct 14150 BLIP2004-00070 10 of 29 JOB NO. 2000mi.c, PLAN CHECK RESPONSE - 03.29.04, PERMIT/BID SET — 02.23.04 ­,\ApCN\05•A310WGCT4 0:;:0104 12 57 1 1119" 77 ..__._..._.__..__......_.... _... _. .. .. ._ -_ _ .. ,..?rrtgr' .- - Nmaa.mPn+. NIM✓JkY+IMFi.we7"flisAl�a.xs�bMM r, ���iMt�a+�y,;..,�...w. e!w!A4+k!M�IM! *�!a*xM w�r..•„+-..�.� ,. , , .. .: _ ,:.: _.. _ NNW NOTICE: IF THE PRINT OR TYPE ON ANY rlr ill Iii III III III I r Iii ill I�I I T r1Tr�r r�rTl 1Ir Irr rel r r rIl r�1 r�rlll rlrilll 111 I I Ill III r�r r�I r� ill r�l r 1 r�r Ijilrir 111 rpt flr I�r�l�l III III ill I I 'T � ► 1 � � � � 1 � 11� � 141 � 1 1 � 161f1 I � Ig '11 ► ► � ISI 1 � 1� f f I I l IMAGE IS NOT AS CLEAR PS THIS NOTICE, ------ I- ----- ���_- 1.1 N0.36 IT IS DUE TO THE OUALI'fY OF THE ORIGINAL DOCUMENT � � g� � � IT I y� r I�� p� T � TI g� J � I 1 •f pJ � J- � � ��� A�FFI II ��L� ..,..._. ►Ili►.liiii iiu ilii iiiiliiiliiii iiiiiti�ii ilii iiiiiiii iii�liiii iiiiliiiliiii ilii ilii iiiiliiiil►iti iiiil�iiiiliiliiii iu� iuiiui ilii i, Iliiii ilii iii�liui iiiilu��l►���liiiiliiii iiiili�iiliiiil�W� 9 iii���111 a z� LA F, U $ N o, CO cx .. O Ox w o is i r ) E� - a oP co T/PLATE A1' PARAPET �—EXISTING STRUCTURE •, Q ABOVE �= n . m =.. r W O It my-TI-c")C" i EXISTING c� i r� 0 0 - / SUSPENDED o a T/'LEDGER CEILING low 4 z o Ca ZWw 7_ N a` ----- METSAL STUD WALL, SEE PLANS FOR PARTITION TYPES T/OPENIN'J � I Project t NORTHWEST MEDICAL REMOVE EXISTING RAIL AND CURB TEAMS INMRNATIONAL NEWGYP BD TO A F �, ALIGN FLUS-1 W/EXISTING r GYP. BD. FINISH N c4q 7-- � \ / ��^ --PROVIDE BATT INSULATION IAT EXISTING PORTION OF WALL \\' L, PATCH AND REPAIR I h . NEW GYP. BD SOFFIT AT 8'-8" AFF 1 I SEE 19/A8.1 � \ I T/BENT PLATE I EXISTING SUSPENDED CEILING, PATCH AND REPAIR AS NEEDED (frr B 8 1 I � :I OREGON 91 1 2,'0, 01 ' OF CROUP VACKENZIE. 2003 C-� ALL RIGHTS RESERVED ----- --1 -—..—__ FIN.FL.R _ l FIN. _.___----•.--- � THESE DRAW;NGS ARE THE PROPERTY . GROUP MACh,ENZIE AND ARE NOT TO B FIN.GRADE — - + uSEQ OR REPRODUCED IN ANY =.1ANr,E' -V- -- - I — WITHOUT PRIOR WRITTEN PEWM;SSION *; REVISIONS; • z / T 'FTG 0 p RAST - __- --- ''1 �— i, in- REVISION REVISION EDITION wS SHIIIT CLOSING UATE rvlCK Lu , 1 - 03/10/04 2 IN PROGRESS 3" CLEAR _ ..--- SHEET 1ITLE; 1 TILT-UP AT FULL HEIGHT WALL PANIJL 2 TILT-UF AT OVERHEAD DOOR � 3 W � WALL _ _ 1 J ALL SECTION AT LUNCHROOM sECT�oNs A4.1 EX1,71PJG CONDITION 3/4"=)'-0'' ¢ �4. EXISTING CONDITION 3/4"-1"-0" A4.1 EXISTING CONDITION 3/4"=1'-O" Q NEW C014DITION SIMILAR FIRST ISSUED LAST ISSUED: DRAWN BY: CHECKED BY: SHEET A4.1 Millon CL 14150 6UP2004.00070 11 of 29 JOB N0. 2000358.05 PLAN CHECK RESPONSE - 03.29.04. _ PERMIT/BID SET - 02.23.04 1QrH\05—A41 t1M; .'.0 Udtr,;D4 00 34 1NOTIC 7 .. �.lae.-y.... ._,.._:...,...._ .,:,,.,.. ��-.:.,_.:, ,,.,,. _ybah�� '. .. ek,-':a ..-�da•+�;..: .-k—',�.,: „-..y.n�.:w.'A.+Apeu�x::.�'.L•w.....F.:.:.._._.ti:m'..�+4+',:.. ,...u—.r.1p � iM. +a.....+w.n....nw+.wwu+ .l..�w.w.r .. � I 1 �l1 r�ri�1 ill III ill 1 1 Ili 111 Ili ill Ili ill illi 1 Ili Ili 11i llQQi��111 111 Ili i i Ili Ill�lll 11i Ili Ili Ili!Ili Ili�ili MAGE IS NOT AS CLEAR AS HIS NOTICE, 1 1 I1. I I I 1111111 I I .l M i l l i 'I_'I I I I of -"� I I 11 I_.� 1 f IS DUE TO T.IE OUAI_ITY OF THE ORIGINAL. DOCUMENT IIIA IIIIIIIIIIIII1111�111111111 ILII ILMI 111 lull llll�Illl�lilllllll lllllllll Illullll IIIIIIIII IIIIIIIII ILII ILII IIIIIIIII�III111111 tlll�ll 111111 ILII ILII ILII Illl�illlllllllllll lll<llll IIII�IIITIII�IIII lli1�1111 11111;11J11U s y lll 511111ll1,111llllT11111NII I'i l •a 9 y i 7; TM is O C C � 0-7 i (1 N 0 01 J t m Tj.� ,� l0 C 14'-10" 5'-0" 3'-000,16 " GENERAL NOTES g h RE 7FNOOM A. SEE PLANS FOR OTHER, INFORMATION g 5 t28 B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH U.N.O. R I i 9 C. WALL THICKNESSES ARE NOMINAL U.N.O. 16 - - D. SEE PLANS FOR DOOR SCHEDULES g iall 4 E. DOOR OPENINGS ARE 4" FROM COR14ER OF ROOM U.N.O. "sc o' ; 7 LO 2 F. FIELD VERIFY ALL DIMENSIONS PRIOR TO CABINET CONSTRUCTION m,+ ° �r m N •- ., 6co G. WALL COVERING TO REMAIN IN THE EXISTING TOILET ROOMS , v i cp 1�� 08 13 H. SEE -/A5.1 FOR TOILET DOOM ACCESSORIES AND MOUNTING REQUIREMENTS � � u � �O J. INSTALL 2" (NOMINAL) BLOCK AS REQUIRED TO SUPPORT TOILET ACCESSORIES, ? �! .0 - 0 - _ _ 6 K. TOILET COMPARTMENTS AND URINAL SCREENS 1 U� O �) (� L. SEE - FOR ELECTRICAL SWITCH AND RECEP'-ACL, MOUNTING REQUIREMENTS 9 u G 13 FOR RECESSED ACCESSORIES, SEE 5/A8.3 7 M. SEE - FOR TILE WAINSCOT -- TYPICAL AT ALL TOILET ROOMS 2 o) 1 2 4 _ - 14 3 � - Q F' Fs / 5 RESTROOM KEYNOTES - z ---_- _-_-._____ __________ _ _______._ o o 1 ENLARGED PLA_ N a NOT USED Z W A5.1 FIRST FLOOR RESTROOM 1/4"-V-0" a 3. OPEN BELOW PER ADA REQUIREMENTS z cn 4. DISABLED FLOOR MOUNTED WATER C'_OSET --- SEE A/4/A 5. 5. TOILET PARTITION -- TYP -- SEE 4/A5.1 6 SEMI-RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE -- SEE L/4/A5.1 - --- - 7. TOILET PAPER, TOILET SEAT COVER DISPENSER AND NAPKIN DISPOSAL SEE N/4/A5.1 Project 16 tE 8. UNFRAMED MIRROR GLASS -- FULL LENDT'•1 OF COUNTER BY 3'-8' HIGH -- NORTHWEST BOTTOM AT 40" AFF -- SEE G/4/A5.1 MEDICAL +' 9. GRAB BARS SEF_ A141A5.1 TEAMS 10. TOILET PAPER, TOILET SEAT COVER DISPENSER -- SEE 0/4/A5.1 INTERNATIONAL 11. WALL MOUNTED DISABLED URINAL -- SEE 9/4/A8.3 12. NOT USED 13. SOAF DISPENSER -- SURFACE MOUNT ON COUNTER ry L_j14. STANDARD FLOOR MOUNTED WATER CLOSET -- SEE D/4/A5 1 _. [7 15. NAPKIN VENCiNG DISPENSER -- SEE M,/4/A5.1 EAST WEST OU 11; 16. EPDXY ACCENT WALL PAINT, P- 2 MENS TOILET ROOM ELEVATIONS - ROOM 128 �aV A5.1 114,.-1'-0' I, 1 } 16 16 - -- F r wF51 --� NORTH 0 EZIO n ►-•3 ! P REGCN 3 WOMENS TOILET ROOM ELEVATIONS - ROOM 129 OFoo�z v A5.1) 1/4"=1'-D' 6R UP MACKENZIE 2003 ALL RIGHTS RESERVED 'HESE DRAWINGS ARE THE PROPERTY C ^ROUP MACKEN71E AND ARE NOT TO 9 USED OR REPRODUCED IN ANY MANNER WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: 'Z LAST 4'-6" i. ---""* ; THIS CLOSING DATE vi� L.1'-D' 3'-6 I (� :',_ 'vi- � VISION ED ON �` LFII LUSH _ lY2" i SHEET CONTROL-- !' y 1T- '03/10/04 ` j T/f M c0 IN PROGRESS a` r_. ..1 T RSM I �. +-------- TIPICAL ACCESSIBLE STALL ACCESSIBLE URINAL SIANDARD URINAL STD WATER CLOSET GRAB BAR SECTION A GRAB BARS 9 - C D E NTS h - 6" HIGH t SIDE SPLASH is -_ ----MIRROR - -- " COUNTER TOP SHEET TITLE: 1'-6" MIN ►� _ 19" r- J ��, - IT- p-- ---�-� SWITCHES & � ,� /-- SEE PLAN FOR SINK SEALANT LOCATION AND QUANTITY �i Z X �'__ ENVIRONMENTAL X /-- 6" BACKSPLASH ENLARGED <,< t- �U _ a B A TOP K&nFRONT EDGE �r CONTROLS '� BATHROOM PLA fPER PLANS a t ,� ! v D-_ ._ 6 A5.1 .� A5. I "D - A5.1 SIDE SPLASH - RETURN --------- ---- --------,�--..--- -- / /���� 4 WALL. - QLAVATOF,'Y MIRROR DRINKING FTN. DRINKING FOUNTAIN (,-\ SWITCHES AND OUTLETS AC:;ESSORY --a 2 x 4 AT EACH FLAT BAR SURFACE BULLNOSE G BOBRICK 13-290 48,36 (STANDARD) J ADA 7CCESSIBLE 1J L ACCESSIBLE RECESSED =, - PORCELAIN- I y IRADIU PAPER TOWEL ----T --r-- SINK t I I� I SUPPORTI ) APRONS 1 1/4" DISPENSER/WASTE RECEPTACLE - `_ -- �_- IL D - BOBRICK B-3949 `` / .� -- 2 x 4 t A. EDGE DETAIL_ FIRST ISSUED:- �' z Q Q i I t x ---F B 1/4" x 2" WITH (3) , X - ---__ ICS ® - l- �I' _ 1 1�� 1/4"0 1 1/2" LAG SCREWS LAST ISSUED x x I i I DRAWN BY. 1 I Q = I i M N I 70 2 x 4 !,T COUNTER AND (4� cA MIRROR ►7 et O 1/2"0 M.B. THRU STUDS, F.B. I _ ! io it i i i i a) - MIN. 'n SUPPORTS AT EACH I-ND & (''k CHECKED BY: 00 ,I o AT 2' 0" O.C. MAX. '+ INSULATE ALL HOT WATER AND ;- SPLASH SHEET ACCESSORY ACCESSORY ACCESSORY _ A�-CESSORY ROBE HOOK SHELF W MOP/BROOM HOLDERS D - DRAIN LINES M NAPKIN/TAMPON N ACCESSIBLE O STAND IRD - 0 DISABLED `J B('NRICK B-6707 �� BOBRICK B-239x34 VENDOR COMBINATION TOILET COMBINATION TCILET COMBINATION TOILET "' DOUBLE METAL STUD AT EACH BOBRICK B-2800 SEAT COVER DISPENSED/ SEAT COVER DISPENSER/ SEAT COVER DISPENSER/ ------ FLAT BAR SUPPORT o I A5.1 SANITARY NAPKIN SANITARY NAPKIN TOILET TISSUE DISPOSAL_/TOILET TISSUE DISPOSAL/TOILET TISSUE DISPENSER DISPENSER DISPENSER NOTE: I GROU r JOINT SEALANT ALL STAINLESS STEEL ACCESSORIES TO BE SATIN FINISH UNO SEE PLAN •++w NOTE PORCELAIN SINK MOUN FED UNDER COUNTER, COLOR BLACK /-TILE MntonCt.`14`150- _ _ - ____ --__--.-- _ BUP2004-00070 ^\ -�-- 12 of 29 4 TOILET A%_,CESSORIES_ AND FIXTURES _ _ -- � 7 LAVATORY COUNTER s LAVATORY COUNTER - -- - _-_ ----_-�_ _, --- -�' _ - -- _ MOUNTING HEIGHTS AND DIMENSIONS 1/4 -1'-0" " If,B 1J0 � �A5. 1 o AS1�=+t -o io A5.1 - 11'-D" o B. SPLASH a�T'A 2000358.05 __Ak-AN CHECK RESPONSE - 03.29.04 PERMIT/BID SET - 02.23.04 ..�.. __ -. , ,,. r ...,...,..,yy„.- .r.wn;t«w;ma x+.xf. - wiw.wMN,. ... y,-,....*.n•,.. .. „wm,....e:, ,�.a+».,..�.www.*.,...wm,..:.....,e,i.+.�........,:w.-_._............. ..»...,........_,,.,,..._.._,.. ,.._... .. � °-� ...... .......N cru V:/2n�°++... r ::.� ,..,....,_... ..a.,•.wr�gy�py�yw�wa� �i. _ .. - . ... .... .,..: ....... ,. _..;__.•. :.,- .. 5 nw' � -� , a' Ili1111 III Ill III III Ili 'jl III III Ill i 1 rll I�1 r� 1r1llri�"T'I Ill Ill Ill �! TII !�! !�! ! ! III ill !�! ( 1 I�I ill l�l ! rll Ill_r�rl 11 Il ll�Illll�lll III I1i1111 ! ! NOTICE: IF THE PRINT OR TYPE CN ANY 11 I I II I I IIf I 4 -- ! I I l u I I �1I I I I I I I I lUI I �, I I I 1w IMAGE IS NOT AS CLEAR AS THIS NOTIr,E, L --.1 L__- _ _._�L -��_ -L_ _ - -- -__�__ 1 j ;To , Ir IS DUE TO THE QUALITY OF THE "'76 - hL ORIGINAL DOCUMENT L�T ������t���� ���� Ilii�������4III�IIiII IIII�IIII I ILII ILII I II►! TILT ILII I►II►IIII-ILII�IIII�IIII ILII I,illllll�lllllll� llll( IIII�illl I ILII I!II�IIII ►III�IILII !�IIt ► 8lIIIIIIfIIII1ItIIII1III1,ilII (1 ll011 ,1,111 I1119 IIlliI1�ll! I�£ llllLTlI i r�uw M - (III�i�lll � y ;a= I N ,i "4 •i_ Q c 03 ca v r m fA r L h r 9r a(D 'U f 7; t_. C P 0 oc II �a 0 a. m (2) MICROWAVES, VERIFY— j a. 33: " REQUIREMENTS W/ OWNER PROVIDE COLD WATER _ � p u .. SUPPLY CD Ci 0) C- O: y ; tv I I NEW GYP ED WALL INFILL - w I I ALIGN NEW WALL FLUSH W/EXISTING GYP BD AT I t:'• STAIR, TYP v C4 C4 I I _ C4 n, o i I I / °°°� W 6 cm 7A5")2 •-/ i - N � -- -- - e 4 I I EQ. EQ. OPEN BELOW PER D rx 3'-0" 15" _0„ ADA CODE z W w 1 • _ - - ENLARGED PLAN AT LUNCHROOM LUNCH ROOM ELEVA"TIONS �— A5,2 / � Project NORTHWEST MEDICAL TEAMS INTERNATIONAL 8 10 9 8 8 b A5.2 SIM A5.2 A5.2 A5.2 A5.2 A5.2 116" 11'-0° _--------- --' ' - ---__ __-----10'-1° __ _.__ �.y- k ----9'-3„ _FIELD VERIFY 8'-6" 10'-0" 0 _ _ 1 -1 MIN g'-0' ALIGN UPPER W LOWERS 9 _p FIELD VERIFY FIELD VERIFY f / - AFF AFF AFF MELAMINE AFF' I ; {� ADJUSTABLE PROVIDE SHELVING, TYP j / N BRACKETS AS . \ C,4 NEEDED TO � i v5UPPORT „ PROVIDE COLD PROVIDE COLD o COUNTER O 6, WATER SUPPLY - --- - - — — N -- - _�_._ WATER SUPPLY' - -__J. -- — a X O_ i I p 11. .� O ov[t� .....-.-.. ..........h X I X ✓ c it M r \ -- M RfT. I I %/ / I I Q %. > i i Q OPfJJr BEww I FOR � L�_ 1•, N I N U -=L-- N — N / \ % ±�N M � a l _ ._ o — r_ � � ---- - ---��--- + i EQ EQ EQ EO 4 3' 3" OPEN BELOW (5) EQUAL I 8) EQUAL OPEN BELOW 0'. 3'-0" (3) EQUAL CLRPER ADA CODE PER ADA CODE ! CLR Me/ 3 MAIL ROOM 109 4 COPY ROOM 111 5 COPY O 212 s COPY ROOM 212 7 COFFEE EE BAR AT OPEN OFFICE 18 t / A5.2 1/4"=1'-0" A5.2 1/4„_,' -o” A5.2 1/4 -1 o A5.2 1/4 1'­0 D. OREGON is oc GROUP MACKENZIE 2003 ALL RIGHTS RESERVEDV1 THESE DRAWINGS ARE THE PROPERTY ( GENERAL NOTES GROUP R REPRODUCED AND ARE NOT N ; JSED OR REPRODUCED iN ANY MANNE+ WITHOUT PRIOR WP,ITTEN pERM15510N 13° 13" A. FINISH ENDS, TYP 1'-2" B. CONTRACTOR TO VERIFY SPACE REQ'S FOR ALL EQUIPMENT/ REVISIONS: 7c--.-" - — (2) ADJ. WHITE �- ' --`� (2) ADJ. WH'TE APPLIANCES PRIOR TO CONSTRUCTION OF CABINETRY ZZ tl�T MELAMINE SHELF MELAMINE SHELF MIN I C. CONTRACTOR TO PROVIDE DEDICATED OUTLET FOR EQUIPMENT ink REVISIONS REVISION EDITION S~ THIS CLOSING DATE D. ALL APPLIANCES, NIC �w sNEET w� I _ E. SHIM AS REQUIRED 1 03/10/04 �" F. AL.L CABINET FACES AND DOORS PL-1, U.N.O. —'--*— -- w' w I ; - INDIVIL"JAL 2 IN PROGRESS L"II I- - ADJUSTABLE G ALL COUNTER TOPS, EDGES AND BACKSPLASHES PL-2, U.N.O. —+- — P--l_AM FACES, PL-I I - P-LAM FACES, PL-1 SHELVING H. INSULATE EXPOSED PIPES PER ADA CODE __ -------------- 4" 4" BACK AND + SIDE SPLASH AS . . . . -25" P.L. TOP OCCURS —--- i 4" BACK & SIDESPLASH --�--- wl AS OCCURS -- N �� - P- LAM COUNTERTOP AND w 25 TOP - � SPLASH, PL-2 cA - --- _ __. l SHEET 11" 'L . k I _. I k ENLARGED P—LAM COUNTERTOP AND . . . . SPLASH, PL-2 — � 8" CABINET PLANS /--•(1) ACJ WHITE MELAMINE _ �---- 'I CLR P-LAM /��ry/-� _. SHEL , NO DRAWER OR --"._I'_ ELEVATIONS, IONS, SHELFAl SINK LOCATION g Ix w AND A WI 4j IN. —INSULATE ALL EXPOSED wj } w _j 1I PIPER PER CODE x DETAILS V)! w Pl.-1 ul ;� rni Q ! —KNEE AND TOE CLEARANCE cv 2 RUBBER BASE 6 v PER CODE - 2'-0„ 31 ht Y -,F OPEN BELOW PER ADA RB--1 FIRST ISSUED: g ` COUNTER SECTION W 9 SINK SECTION io ELEVATION AT MAiLSLOTS � LAST ISSUE _ n DRAWN Y A5.2 TYPICAL 3/4"-1'-0" m A5.2 3/4"=1'--0" z A5.2 BY RECEPTION DESK 3/4"=1'- 0" ?< c) � z CHECKED BY- SHEET A5.2 Milton Ct.14150 BUP2004-00070 13 of 29 Jof� No. 2000358.05 PLAN CHECK RESPONSE - 03.29.04___- PERMIT/BID SET - 02.23.04 •- - pUU ,,u l A iN 4 14 1 1 - •PtNpAMAtldsMM�.'.. MMMT!,.tllktAYt7M�W.OISMIM1d!xnWPo4.Y.1K;'IM^."fW.,� . ,... - _ ... •e.n.-^r,>,:.e:s-.+-_.«-...._;,'tYan,J,t:-.w.rrr;r:;..__ ..,a ,... a .. r:rr gs;t..wc,a..air.,.ca� 'TdaOlrot -.w,,.� :_,sys-,:n..::u..u:....;..•...... ftl-s\'n-++\tlS- 9a tfWc c o7/zoro 4!!r ...,,:.., ...-„w ,-,: .. ?•dwM�'a!f�' 66RZ41w-, .. ...,._w.-.,,....,.,...,*p,...._,,....,,..-.e..�.•..........�.,Y,_ vivo . NOTICE. IF THE PRINT OR TYPE ON ANY 7jr raj 1111111”!iIi int i r1111 ISI lm rJ T� ter Irr l�t 1 i Int tltlt�r�t�lrT(1 1I1 1I1 1111 1 III III 1�t I�r l�tf 1�1 I 1 til 1�1 111 rhl11�I Irl I�IIIII 1II �1 III I I _ IMAGE:C NOT AS CLEAR AS THIS NOTICE, I 11� - _ I-_.I � � _..I_-�L I I I hl-- I—I I-SI- -�!I_ I=may_._.I I _11 I I i ��� (� J i. �� -- `I / IT IS DUE TO THE QUALITY OF THE _ _ N°.3e 1-xr ORIGINA'-DOCUMENT �� �� r... -- IIIIIIIIII Ilil UllT91711 IIIIIIIIIIIIIIIIIIIIIIIItr,ii IIII�IIIIIIIIIIIIIIIIII!:IIIiIIIIIIIIIIIIItrIIIIIII IIIIIIIII ILII IIII�IIIIIIIII IIIIIIIII illl illi IIII IIII IIIIIIIII Iliiilll Ilill�lill IIII�IIII IIIIIIIIIIIIW�'l�Ulllllll111 �' � ' 1ll1111111ll�lI�IIIIIINII �z qr Pu/ n u r Oo rl,� U o.O 1 :i Q a d m Ln a Ol !t 13 21W t2 w P I' A8.2 w o lu w C Q lU rr m 7 -- -- _ CL G I - -- -- --------- -- 1. at o . I ' V 9 I 1��" ► z rn IL -14 A i i c* cm .t Z Lu - INTE..RIOR ELEVATION AT LOBBY � p cyhct NORTHWEST MEDICAL TEAMS INTERNATIONAL � I .............. IL---------------- L , i„ 2 INTERIOR ELEVATION AT LOBBY L---j L -.Ji I BE2!0 --� -- 0, EGONa OF 0 3 INTERIOR ELEVATIONS AT LOBBYr4-'� INTERIOR ELEVATIONS AT LOBBY OC GAOL Rt A TEfE ROP THESE DRAWINGS ARE THE AROF'FRT'+' ;;• C 3/ t/4GROUP MACKENZIE AND ARE NOT TO BE AJ-' ,/�'= 11-0" MJ•� „-1'-Ur' USEDOR REPRODUCED EPORTtDUCEDIN ANYPERAAf NN'7 REVISIONS: z WET coon- REMSIONS REVISION EDITION St: THIS CLOSING DATE SHEET 1 03/10/04 2 IN PROGRESS f —1 BLACK P-LAM BAMBOO VENEER BLACK P-LAM STORAGF CABINET (2) FILLING DRAWERS — HONED BLACK GRANITE HONED BLACK GRANITE PENCIL DRAWER HONED WBLACK GRANITE AXNIT - SLAB W/MIRA-MAX SEALER, SLAB W/MIRA-MAX SEALER BLACK P-LAM OR EQUIVILANT HONED BLACK GRANITE OR EQUIVILANT B / M SEALER, SHEET TITLE: I I � (4) FILING DRAWERS 11" 11" 11" 11" 1111 SLAB W/MIRA-MAX SEALER, BLACK P-LAM OR EQUIVILANT OR EQUIVILANT I+ LOBBY BLACK P-LAM BLACK P-LAM ELEVATIONS, 0 VENEER I -- E AMBO ---, AND DETAILS to I 1 SOLID WOOD EDGE, TO MATCH BAMBOO VENEER I I { I 2n 3 3„ 2„ 3„ - OPEN SHELVING OPEN SHELVING _ 1 11 I n I 11 I— n 1 n 1 11 1 11 II 1— /1 1— 1, r— 11 I YP 1 II r I 30-0-0 r--'—.--- •�� .. 20-81f 3-0 - DESK DRAWERS 1 8 1 -8 2_71 .-0- — 2'-6-0 _ 2'-6 - 1 _ 10 1 8 1 6 _-,- 4-3 4-7' - -"'- 2'-6" I- 3'-3" FIRST ISSUED: LAST ISSUED: DRAWN BY: BY: ED BY: NOTE: ALL SURFACES PL-1 U.N.O. CHECKED .� SHEET 5 RECEPTION DESK_ ELEVATIONS _ a -- A 5.3 Milton Ct.14150 BUP2004.00070 14 of 29 JOB NO, 2000358.05 PLAN CHECK RESPONSE — 03.29.04 PERMIT/BID :r;ET - 02.23.04 NOTICE: IF THE PRINT OR TYPE ON ANY 171 r(Illlr 1 I III III _iII..II I III III IIII I III III rll� I rll IIt tll 'I III I 6I I I IMAGE IS NOT AS CLEAR A,, HIS NOTICE, I I I��i 1, �.__.._ � T - - -- - . IT IS DUE TO THE QUALITY OF THE -L- I No.30 jORIGINAL DOCUMENT 1111�sIIIIII9tIIIIIIilllii,I1II!14wIIII�I� 11 11111 i l11 _1ti_...;�•l_ ll_-_1_1�_1�� 1 i r _y 0 �4 5<>1 02 E: -i O O a 4 -0 tl 501-01, � P r•. m Q N ,p i0 0.p 2- 0A toUiLpg C 0. r r, 2 m tr — G C%. l c� w O G o -. �T` , . - _ EXHIBIT ayp WOMEN'S !i RESTROOM I ' I , : - _ Project BREAK -- a j NORTHWEST ROOM ( IIAILWAY CONFERENCE -. 140 I, 141 ice- -:_- 144 j ' MEDICAL - - - - - - I`�j('- i TEAMS MEN'S I _ �_ i INTERNATIONAL o RESTROOM OPEN 142 ;: e •.. I WAREHOUSE 1 ~ 136 F----- 4 1P I I a i 4 'YP 139 EXHIBIT � _ 0 - __ - - _ - -- - -- --- ___ _ -- - - ---- - --= ---- - =-- _ _ -- - - j MOBILE DENTAL VAN STORAGE ..{�.-- I . D C ILL to ® t'. 2 �/ y Q ) I RT QREGO L...__ N OOF GROUP MACKENZ!E 2003 I I ALL RIGHTS RESERVED THESE I TY OF GROUP DMAC DRAWINGS AND RERNCTR 0 BE USED OR REPRODUCED 1N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Zo z LAST ink' REVISION REVISION COITION 5: THfSS CLOSING DATE FIRST FLOOR REFLECTED CEILING PLAN - ZONE A _o 6.1 1/B"-1'-0.. -- 3/ 004 2 IN PROGRESS CEILING LEGEND GENERAL NOTES KEYNOTES -�--- ;--- - - ,1 A. CENTER ALL DOWNLIGHTS, FIRE SPRIKLER HEADS, SMOKE AND 1. OPEN TO STRUCTURE EXISTING ACOUSTICAL TILE CEILING AT 9'--0" AFF, IONIZATION DETECTORS, AND ALL OTHER CEILING PENETRATIONS 2• NEW ACOUSTICAL CEILING TILE AT 9'-0" AFF U.N.O., TO REMAIN 3. REMOVE PORTION OF GYP CEILING AND REPLACE W 2X4 GRID - IN CENTER OF 2x2 PORTION OF 2x4 TILE - TYP UNO / B. FOUR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL_ TO MATCH EXISTING 4. RACKING BELOW, SH'-NN FOR REFERENCE ONLY ---- - ----M-7 NEW ACOUSTICAL TILE CEILING TO MATCH EXISTING EQUIPMENT SEE 16/A8.1 SHEET TITLE: ACOUSTICAL TILE, UNO C. COORDINATE MECHANICAL, FIRE. PROTECTION, AND ELECTRICAL ITEMS IN CEILING AND ADVISE ARCHITECT PROMPTLY OF FIRST EXISTING GYPSUM BOARD CEILING TO REMAIN CONFLICTS BETWEEN DISCIPLINES FLOOR D. INSTALL- CEILING TILE AS REQUIRED FOR SPRINKLER HEADS AND R SMOKE DETECTION. REFLECTED NEW GYPSUM BOARD CEILING AT 9'-0" AFF, UNO E LIGHTING AT WAREHOUSE SHOWN FOR PRICING ONLY, EXACT CEILING PLAN — ;;,,.•:,;..'., LOCATIONS TO BE COORDINATED W/OWNER'5 REQUIREMENTS ONE A F. CONTRACTOR TO VERIFY LOCATIONS AND QUANTITIES OF ALL E A WALL TO CEILING, SEE All EXISTING LIGHTING. ANY FIXTURES TO BE REMOVED SHOULD WALL TO STRUCTURE, SEE All BE STORED FOR POSSIBLE REUSE EXISTING LIGHTING Tr) REMAIN, CONTRACTOR TO VERIFY QUANTITY AND LOCATION FIRST ISSUED: LAST ISSUED: EXISTING LIGHTING TO BE REMOVED, CONTRACTOR TO VERIFY DRAWN BY- ........ Y Is I t• 1•--•••••1 _. QUANTITY AND LOCATION. STORE FOR POSSIBLE REUSE. f " r CHECKED BY: NEW OR RELOCATED LIGHTING TO BE INSTALLED TO I SHEET MATCH EXISTING, UNO • NEW TRACK LIGHTING - - r- o NEW DOWNLIGHT Abu � NEW WALL WASH LUMINAIREZONE A E- -� ZONE B NEW SUSPENDED LINEAR FLUORESCENT LUMINAIRE M11tonC1.14150 KEY PLAN BUP2004-00070 15rf 29 NEW WALL MOUNTED FLUORESCENT LUMINAIRE �__,._,_ I1� c `'CENT LUMINAIRE -- ---__. _ -- - N r, .IoA yI� 2000358.05 2 ® ILLUMINATED EXIT srcN PLAN CHECK RESPONSE — 03.29.04,__ - .-._� PERMIT/BID SET 02.23.04 j DUW5805\ARCII`,0'-.161.Ob0 CTM 03/22;•74 I1 52 1 46 00 q I�IIIIIIIIIIIIIIIiIllilIIIII ! "IT 111111II11111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � r , I I ' I I I I I I I I � I I I ,.. NOTICE. IF THE PRINT OR TYPE ON ANY � III � I I � � I I I III �l I I I � � I I � I �•I t l � I � � I � l t l 1 I I , �`' v t �• IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----__.__1_--I�_-- --_I �-4LIL- _- bf --------_1I _SL__._. ---_�1-_---�OL-------I-__�__ � ) I ! 1L IT IS DUE TO THE QUALITY OF THE Nu 36 ORIGINAL DOCUMENT £ 8�Z �11 BL�Lii6 �SL >CT��LS � 9l9I�4� � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII�IIIIIIIIIII�IIII IIIIIIIII�IIIi�lllillllllilllllll IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII►III IIIIIjW'alllllll��lllliLlllilll�LWllllllllltllllllUllllll�l����'ill ''. ;N il.. d 4' ' C)r4 ICU c0 CID n ID fp O pu O a 9 1 0 1 1 <1 >1 o. 0 I o � -- -----� 50'-0" 25' Q" -0 -------------- - _ -- --- ---- - - - -- - _30'-0" 4 20, 30. 0., 30' O" - 3G 0" 00 m f^' 0 V `n (D l 0 O i 1 o Z --- - - --- (D O Z. 10 , k 110 ` - -- --- --- o - ------ -_ - — - - — - ! 0 d Z CD Ir - - - Lu I r2 ►- ;'i: 9 YP \ GENERAL NOTES Z t" M __ ------ ( A. CENTER ALL DOWNLIGHTS, FIRE SPRIKLER HEADS, SMOKE AND � ! IONIZATION DETECTORS, AND ALL OTHER CEILING PENETRATIONS t' AFF _ IN CENTER OF 2x2 PORTION OF 2x4 TILE - TYP UNO �`••P-1 ® ° B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL �� t EQUIPMENT SEE 16/A8.1 Project n, COORDINATE MECHANICAL FIRE PRO rECT10N AND ELECTRICAL NOFt TH�IVEST q4 f -I`- - I r ITEMS IN CEILING AND ADVISE ARCHITECT PROMPTLY OF MEDICAL _ _ CONFLICTS BETWEEN DISCIPLINES ,.} --- - ° - _ � ( D. INSTALL CEILING TILE AS REQUIRED FOR SPRINKLER HEADS AND L � TEAMS INTERNA?1 NA ! '•-; i SMOKE DEFECTION. ; j E. LIGHTING AT WAREHOUSE SHOWN FOR PRICING ON0, EXACT g ' �, � •- -�`�' LOCATIONS TO BE COORDINATED W/OWNER'S REQUJ2EMENTS I TYP - - F. CONTRACTOR TO VERIFY LOCATIONS AND QUANTITIES OF ALL - - - - r _ o EXISTING I ES TO BE REMOVED SHOULD BE FOR POSSIBLE REUSE , i F---- ---;-- --� � -_ -- - --- — --' --- -- AD-•^ - - I - _ ! , KEYNOTES '- of o - - - - -- -� M rnl 1. OPEN TO STRUCTURE 5 2. PROVIDE GYP. BD. SOFFIT AT 8'-11" A.F.F. --. 7 8 --- — - �`' r^�: 3. OPEN TO 2ND FLOOR - o - _ !'�• --_•\ ! 4. NOT USED 5. NEW ACOUSTICAL CEILING TILE AT 10'-6" AFF -' I 6. NEW ACOUSTICAL CEILING TILE AT 10' -0" AFF 7. NEW 14'-0" MANUAL PROJECTION SCREEN 0 ........... _ O NEW CEILING MOUNTED DIGITAL PROJECTOR - `• - - + - - WAREHOUSE RACKING BE_ W,ASHOWN FOR REFI-RENCE ONLY °;. _ F� 6 1 1. I ST I 11. SEE DTL 13/A8.2 FOR RATED CORRIDOR CONSTRUCTION Q J — - — CEILING LEGEND _ �. ..__. - SIM ' o / �- -- � (I ! o• � EXISTING ACOUSTICAL TILE CEILING AT 9'-0" AFF, e II o U.N.O., TO REMAIN NEW ACOUSTrCAL TILE CEILING TO MATCH EXISTING I o o o I ACOUSTICAL TILE, UNO ' I — — -----* — J f Ae 1 U 11 o o ; ' •. "' 19 EXISTING GYPSUM BOARD CEILING TO REMAIN � U % J o - ! i I NEW GYPSUM BOARD CEILING A1' 9'-0" AFF, UNO BEZlO __ 0 �= =4_ I Q WALL TO CEI IND S E A1.1 t P N ORE AFF "�. -1`�r-���. o WALL TO STRUCTURE, SEE A1.1 , 9c YP - - �P-3� 18 i // i EXISTING LIGHTING TO REMAIN, CONTRACTOR TO VERIFY -- - am! ._�..._.- o QUANTITY AND LOCATION - GROUP MACKFNZIE 2003 I ALL NCHIS DESERVED _ THESE DRAWINCS ARE THE PROPeRTr V -- -)I GROUP MAC,KENZIE AND ARE NOT a •----- — � � i' �� EXISTING LIGHTING TO BE REMOVED, CONTRACTOR TO VERIFY USED OR REPRODUCED IN ANS MANNER I , „ -A., Q=-��- �� Ij ISI t ' i••••••••t•••-•- + QUANTITY AND LOCATION. STORE FOR POSSIBLE REUSE. MTHO'.1* PRIOR WRITTEN PERVIY510N -- � AFF AFF ����`•!. . � �/ REVISIONS: - I NEW OR RELOCATED LIGHTING TO BE INSTALLED TO 2Z REVISION REVISION EDITION MATCH EXISTING, UNO st THIS CLOSING WE ww �w SHEET • NEW TRACK LIGHTING t� - 03/10/04 } 0 NEW DOWNLIGHT 2 2 IN PROGRESS NEW WALL WASH LUMINAIRE NEW SUSPENDED LINEAR FLUORESCENT LUMINAIRE FIRST FLOOR REFLECTED CEILING PLAN — ZONE B NEW WALL MOUNTED FLUORESCENT LUh11NAIRE --}�--� NEW INDUSTRIAL FLUORESCENT LUMINAIRE --�-��- ® ILLUMINATED EXIT SIGN SHEET TITLE: FIRST FLOOR 4r� REFLECTED CEILING PLAN - ZONE B "k FIRST ISSUED: LAST ISSUED: DRAWN BY: CHECKED BY: - SHEET FI. -• - t-- --- r e. A 6.2 ZONE A(-- __ UNE B Millon CL 14150 �� KEY FLAN _ zOc4-000�o NTS JOB N0. - 2000358.05 PLAN CHECK RESPONSE — 03.29.04 PERMIT/BID SET — 02.23.04 — COV3'i8t'S\ nl'N\O5-A6:,UNG r•TU 03,'.2,'01 14.18 !9b "Now isimp*410 0100I NOTICE: IF THE PRINT OR TYPE ON ANY i i i i i i � � 1 I . . T C i i i i i i i i i i t II�Illl III IIIIrIIII 1 III III IIIYTf t t rl��l 11T�1�'1 tl�l tlt telt tI1�I 1 III il{ VIIIA III III II181II IIt t�1 III I III tll III I III ,II i IMAGE S NOT AS CLEAR AS THIS NOTICE, � L 31 LI ' _ �_ .._.____ _ ._. _- -__.__ --._ -_ IT IS DUE TO THE OUALITY OF THE "°'° - - --- - - - -- --- --- - - - - --_ - -- --- -- - -- i ORIGINAL DOCUMENT ( p(� 8� 4till, gig S�Z blz FIz I t�L�L ode e�[et L� st t ��[ �It - �t air �e �a 1A � 111, - L ��a1���.1 r iiilii!i iiiiliiiiiiiiliiii ,'iii i•ii ii iiiililii iiiiliiii ,'iii uii iili ,'iii iiiillill,iiil uii uu uu iiiiluu iriliiii uil�► ujl«I��►ullll � , <►u iiul�li 'i y ; i, Q P f; 0_ 00 ~ 0 A. N ., 0. G Q �1 Or . O .J d 4 < 7> 10 12 Q a 00 t:a Wini c - 50'-0" 25'-0" 20'-0" - - 30'-0" = �0 30' Q" 30' I)" � '�_ aCH , 15 - m 0 ,n (OD n CJ cn i O w 1� v J , i - -- -° zmw -- - GENERAL NOTES z - A. CENTER ALL DOWNLIGHTS, FIRE SPRIKLER HEADS, SMOKE AND - --- IONIZATION DETECTORS, AND ALL OTHER CEILING PENETRATIONS 0' �• IN CENTER OF 2x2 PORTION OF 2x4 TILE - TYP UNO B. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL `= ---- EQUIPMENT SEE 16/A8.1 Project C. COORDINATE MECHANICAL, FIRE PROTECT')N, AND ELECTRICAL NORTHWEST J ° ITEMS IN CEILING AND ADVISE' ARCHITECT PROMPTLY OF MEDICAL ___-- - - ----- - - -r - D CONFLICTS BETWFEN DISCIPLINES TEAMS D. INSTALL CEILING TILE AS REQUIRED FOR SPRINKLER HEADS AND INTERNATIONAL - — SMOKE DETECTION. ---- - - E. LIGHTING AT WAREHOUSE SHOWN FOR PRICING ONLY, 1XACT LOCATIONS TO BE COORDINATED W/OWNER'S REQUIREMENTS _ F CONTRACTOR TO VERIFY LOCATIONS AND QUANTITIES OF ALL / EXISTING LIGHTING. ANY FIXTURES TO BE REMOVED SHOULD - BE STORED FOR POSSIBLE REUSE R � KEYNOTES rn 1. OPEN TO STRUCTURE - -- - ' - —" 2 PROVIDE GYP. BD. SOFFIT AT 8'-11"' A.F.F., SEE 17/A8.1 ;. IDE LDI G GRILLE TRACK, SEE 16/A8.2 f 2 - - - CEILING LEGEND EXISTING ACOU_�TICAL TELE CEILING AT 9'-0' AFF, U.N 0., TO REMAIN AFF -� NEW ACOUSTICAL TILE CEILING TO MATCH EXISTING • © ACOUSTICAL TILE, UNO • �� EXISTING GYPSLM BOARD CEILING TO REMAIN-- NEW GYPSUM BOARD CEILING AT 9'-0" AFF, UNO UEZ10 -------------------- <3> WALL TO STRUCTURE, SEE A1.1) t 0 N OREGON Ai EXISTING LIGHTING TO REMAIN, CONTRACTOR TO V.-RIFY �� O4)•. a. Q1jANTITY AND LOCATION ,c • -� rROUP MACvENZIE 2003 J '"•'-' .... ' EXISTING LIGHTING TO BE REMOVED, CONTRACTOR TO VERIFY ALL P.IGHTS RESERVED ' STORE FOR POSSIBLE REUSE. ;HESE DRAWINGS ARE THF PROPERTY OF ... QUANTITY AND LOCATION. ROUP MACKEN7IE AND ARE NOT TO BE USED OR REPRODUCED :N ANY MANNER, V7HUT PRIOR WRITTEN PERMIS`i.)'1 NEW OR RELOCATED LIGHTING TO BE INSTALLED TO MATCH EXISTING, UNO REVISIONS: oz UST u,`= REVISION REVISION EDITION • NEW TRACK LIT'ITING 5 SHIVr CLOSING DATE o NEW DOWNLIGHT 1 - . 03/10//04 o NEW WALL WASH LUMINAIRE _ 2 IN PROGRESS C NEW SUSPENDED LINEAR FLUORESCENT LUMINAIRE SECOND FLOOR REFLECTED CEILING PLAN - ZONE B --- NEW WALL MOUNTED FLUORESCENT LUMINAIRE T �' NEW INDUSTRIAL FLUORESCENT LUMINAIRE -- ----- t. ILLUMINATED EXI1 SIGN SHEET TITLE: SECOND FLOOR REFLECTED CEILING PLAN — ZCiAE B • rv, FIRST ISSUED: LAST ISSUED: DRAWN BY- CHECKED BY: --«---I— SHEET _ ZONE A(-- i ONE B A6.3 BuP200a-0Mil,on Cl 14150 KEY PLAN --._ <<, ------ 0070 N's !oe NO. 2000358.05 PLAN CHECK RESPONSE - 03.29.04 PERMIT/BID SET - 02.23.04 ._ ..M..- .� __._w:,.. .•. ;r,�._ _ .._ 05�AarN�oq-Ac3.nW, crk, a�;:z;�i ,s.,y X00159 6 CO • NOTICE: IF TnE PRINT UF2 1 YPE ON ANY I 14� ! T� ►�, iic IMAGE IS NOT AS CLEAR AS THIS NOTICE, 8 L - IT 15 DUE TO THE 01IAL.ITY OF THE _ _ No.36 1 ORIGINAL DOCUMENT .w- IIIIIIIIII IIIIIIIII IIII IIII�II I Illl�lllllltll�llll IIII�II I IIII IIIIIIIII�IIII IIII Ilii Iill�llll IIII Illl Illl�!IIl llll�flll IIII Illllilll�ll 1 IlII�IIII 11 III IIII IIII IIII Illl�lllllllll�lJll I1I1�111111111�IlUllill�lllJ W11111Jhlllil!J�Ql��llllll�s � �111�1�11 . to - } i L,. F; y, yi r. d; 1 c � 01 0 4) TR. 0 11"=1 ''-1 U' 1 +t � I � , (15) EQ RISERS A� I j - STRUCTURALa. EE C 7 x 1 .75` U co D71 g7 A72 m A7.i A7.1 I f �? i `Y-_i o. � �,• n s ],I In U' _ 74 " ! ,- _ N r _ I II F 13 ` co I rn .0 � I I it ' 0 1 I aY+ 1 I ) 1 r' `n 4 47.1 I f ;,, r?Cj w 22 w 14 ((( TO BELOW ,�5,.. ._ _ /OPEN ( __ - -- ---- 1,[F ,�RUCTtJRAl. 4�A-7.)2 :• to �> 1' z S' I j I \ I U W 'OPEN1Nr, J �-- v a --PERFERATED METAS_ PANEL ON 10" CONCRETE CURB ■� Z aA7�1 _ENLARGED STAIR PLAN �` _._ _ 2 ENLARGED STAIR PLAN _ s r STAIR FRAMING PLAN a STAIR ELEVATION ��, :� �u ,A71 -1 -u' FIRST FLr')OR ' �A7.1 1/4„�1'-0 A7.1 1/4,rs1'--0 A7.1 1/4„ 1,_0„ Z J 1h" CONCRETE ON 22 GA. 'B' DECK NOTE (3" TOTAL THICKNESS) _ WOOD 6LOCKiNt) r0 r•'ACE--- PROVIDE SMOOTH ARCHITECTURAL WELDS L 3x,,xY4 OF CONC. WALL OR �) _ r-,-•____._--- WALL BEYOND �- � �� 1�' OD _. AT ALL LOCATIONS OF `'TA1R RAIL SYSTEM /L' I t �- r / �'--r t�6'�, �pU„F p BTWN. METAL STUDS i 1 N i'ROVIDE BRACKET ' NORTHWEST 1TYP. --- STRINGER, PAINTED AT EACH RE t URN TYP - - STAINLESS STEEL HANDRAIL- PQ ANDRAIL - 1 )is �-'� MEDICAL STA1.,r_k. /r--( l -1" TYP. �/ / r.t�ti" OD SS (STA;NLESS STEEL) _ .I ' TEAMS i 111___ �'✓ FEEL 9/A 7.1, T�L' HANG'RAlL SEE 9/A7.1, TYP I / HANDRAIL, TYP. `�' o I F ` '�4� _._._.____. __...._______.___ / // !' ;1� .•-----'- � INTERNATIONAL RADIUS. TYP. �SsT_. \'.`�. " - 'r - I I e /� I n ,\ �\ ��"• ROD . - 19 _ '4/� -y, A7.1 SECOND FLOOR LANDING _T rL ,`�`.\ '� R 1f+x , 4ti SS ESCUTCHEON .y. '' m I \ i� //f STRINGER, I ` EXTENSION AND RETURN ` A7.1 \` jN u, o y �' PAINTED , //, •., j (``' i� ' STRINGER, PAINTED �// L 1�x1�xY6xRE0.' WELD ---/ �� I ~`� 112 12 � \ FACE OF WAIL ?'• �`, % rte'' TO STRINGER, VERIFY r ( `ti, r \• CONNECTION TO PRECAST , 1 L 1 „x 1 „x xREO'D WELD / I ,.. __.-._ ._ CONCRETE TREAD Itn --- TO STRINGER, VERIFY to 152 CONNECTION TO PRECAST r �g" PERFORATED METAL 47T2 h --_;,...,A L3x3x% \ �<� PANEL W/ CLEAR FINISH,;,,� CONCRETE TR .AD rte, �< _.-J �\ -CLOSURE PLATE S PERFORATED METAL �' TYP. / --F� )6x3"o CUSTOhf HANDRAIL BRACKET LANDING SLAB - , / L 3x3xV4xREO'D OUTSIDE FACE - RETURN HANDRAILS PANEL W/ CLEAR FINI.�hr, EXI`TIr'dG CONCRETF SLAB - TO WALL TYP W/ ESCUTCHEON PLATE FASTEN W/ (3) � W/ (2) %" 0 EXP ANCHOR C7x14.75 TYP. SEE B/A71 FOR TREAD CONSTRUCTION, TYP. #12 FLAT HEAD PAN SCREWS SCREWS SEE 8/A7.1 FOR TREAD CONSTRUCTION-TYP. �! (a" MEN EMBED) TO SOLID BLOCKING /-'�. cr � s � STAIR SL CTION ._Q s STAIR AT LANDING z _ STAIR AT LANDING s TYPICAL STAIR TF�EAD/RISER - - s HANDRAIL - AC 7.1/ / �. A7.1314":=I'-O" A7.1 314"=I'-O' !� A7.1 , , 2.r1, Q„ , A7.1 0 WALL �1 cn v) _ U) V) (n i - PIPE GUARDRAIL, PAINTED 1 S 16 STAINLESS STEEL------\ � A7.1 \I HANDRAIL O11 �•-- STAINLESS STEEL HANDRAIL SIM � TS SEM I� T5 ( I ! / / PIPE GUARDRAIL, PAINTED � - -. .._r'... `►�S � 15 , IPE GUARDRAIL, PAINTED PIPE RAIL, PAIN 1 ED 15 _4 j / CAT1 A7.1 ` ..� A7.1 A7.1 /' to '-/ ' /J SIM / ji--- S AINLESS STEEL HANDRAIL I STEEL ROOD I1SERT s ` \ l fi`-----_ STAINLESS STEEL HANDRAIL m A5 REO'D W SCREW %" DIA STEEL AIRCRAFT -- _.. -• frl_ STAIR STRINGER IbJ ,,•� ` �'�"•-..'"-' CABLE AT 3" O.C. PROVIDE '� / - _.. _ \ - �,g" DIA. HOLE FOR CABLE DEA STEEL AIRCRAFT STAINLESS STEEL HANDRAIL,-----• /, i k W/ RUBBER GROMMETS. SEE 17/A7.1 ' / : CABLE AT 3" O.C. PROVIDE PROVIDE BFtEAI<5 A; kEO'D «1 ' DIA. HOLE FOR CABLE I J� 0 OREGON W/ RUBBER GROMMETS. TO MAINTAIN REJ'D TENSION •` 1 • / / I I PROVE BREAKS AS R f 'D KNIFE PLATE, PAINTED --------- I �' � 1 TO MAINTAIN REO'D TENSION SPACE t T 5'-U" OC MAX � 1/4 TS PIPE STANTION, PAINTED I I I I KNIFE PLATE, PAINTED �•. GYP-CRETE, FIELD VERIFY 18 I / i^ ~ KNIFE PLATE PAINTED I \ A7.1 ( ; CLOSURE \ D / / �`,�- TS PIPE STAN TION, PAIN " PLY WD, EE STRUCTURAL --- ✓' j PLATE I 1 / ,/4 /t , 5 n �/ •-•-•- - / +' \\--AIRCRAFT CABLE �.� ,/ _ \,\ -- AIRCRAFT CABLE � PAINTED ..12t,cQ,7 -=: • ,/ g CC GGCCr�u��EE r�-- } REO'D ~� `} KNIFE PLATE, PAINTED ' I GYP BC) AS OCCURS E 1,-__ SEE 8/A 7.1 FOR T YP ---I--------L. r / _ ' , _ - t _ '"� I R. I.I N S -- - r�---' i STAIR STRINGER, PAINTED - SPRINGER, PAINTED / n� �a57 STRINGER AT SLAB i // --_--� CLrJSrJRE PLATE- - �- _ ` /� \ STRUCTURE A� OCCUR -�� wa THI Sa,N CLOSIREVISIX, f%TEuw yf -STAIR STRINGER, PAINTED ''r./" \ J S `1\ �w SHEET CLOSIr+r. G I STAIR TREAD SFE 81A7.1 " t. __..L._.. �._ , I STAIRS, SEE DETA '. 8/0.1 FLOOR JOIST, SEE STAIRS, SFE DETAIL 8/X7.1 .,LE 8/A71 FDI: TREACI (;C!NSTf<I)CtI()N, 'io'` STAIR AT BOTTOM LANDING �i ENLARGED RAILING ELEVATION c 2 ENLARGED RAILING ELEVATION � 13 RAILING SECTION � 14 � GUARDRAIL SECTION AT L AfJ!?LNG SUPPORT 1 1' 0" d A7,1 1 ' •� A7.1 \ A71 - `' yr v1 to vi n 1 - _ BACK r;Ci!It;E ---•---NAINT!�D Z" DIA. PEPS / ._PAINTED c DIA. PIPE 100,0 (11 F�E'0'D ,--- CLOSURE PLATE, TYP GUARDRAIL. GUARDRAIL �-- a o STANDARD PIPE RAIL, 3- 8-`--A.F.F. 3-6' A F.F, D _ - _ ,•= �'^ ;HIE 1 TITLE PAIN TE �� •- __I 2x 2xy6.(0' 6" (3) W. STRINGER, ( / I / .;PACED PAINTED �- -- 'jit" GYP CRETE, VERIFY STAIR 7-LAN j ___ ___ THI(;KNESS + SECTION ------ AS REO'D PO MATCH STRItJ(;E.R ,,-- T-S, 2'444 - / `- -- 1;i6" GYP CRETE ,j � cr I �---}-- ki" PLY WOOD, SEE WIDTH x .RE0'U KNIFE: �` � i, _� /�, �•- --- - `t ._ S FRUC'TURAL _.._ 1 PLATE, PAINTED -�- ---(--� ( 1/4 r + �._.-_Y _ )¢" CIA HOLE FOR I/41•' �'` ! 1 - M- -- 7© DIA HOLE FOR AIRCRAFT CABLE IN/ RUBBER , AIRCRAFT CABLE. GRlNT7 / GROMMET. GRIND EDGE I 2" ---I,'NIFEPLArE BEYOND II - - - - - , EDGE SMOOTH PRIOR TO SMOOTH PRIOR TO PAINTING - - PAINTING ��'; , -•- ---...___-..._ �; � .- '�, .., I��__� I/4 NAILER PLATE i I PLY WOOD, SEE d � STRUCTURAL I _ r tY+4 /t F(I?5T iS5LiEU. ! S AINLESS STEEL 1�" DIA. 3'-O" A F.F. I 3'-0" A.F,F. j 2x(i NAILER PLATE, NOTCH I ST _ _.._..._ _.._ ) \ LA,, ISSUED: __,� _, �.�_-_ __ _. _ '-•� i AS KEO'D � I I , '� - -- DRAWN BY: CUSTOM BRACKET, SEE DETAIL \,\ 9/A7,1 FOR ADDITIONAL \' --- --- R 6x506 _ cHtrChea BY: yF' - WIDE FLANGE, SEE r'= •` `` - + - .. ..__._ _--___- r'A1NTEn 1�„ L}lA. `►._ ••..`_ . /� • INFORMATION \ � -_-- ---_�_.._--- WIDE FLANGE. SEE r �� ( � PIPE HANDRAIL tri SIM., j SEE DE:TAlI. 17/A71 '"I----- --A'� REO'D TO kfATCH -- i \ STRUCfIJRAL � I STRUCI"URAL SHF_ET I -_ F-- -. FOR CONNECTION S 1 - "}- i C!2x20.7 PAIN","ED I STRINGER W1CCH .x f1xREo'C1 ..__ _._ _ },s� _ KNIFE PLAT"E, PAINTED �. _____� _____ BD A7.1 ---- --- --- ---- G Tp BE) Milton Ct.14150 BUP2004-00070 r HANDRAIL_ SECTION `� 1s GUARDRAIL SEC-i ION m " - _ 1e 29 . » HANDRAIL SECTION - „ �s GUARDRAIL 19 STAIR SUPPORT _ G 1 -0 �- (3' T., 6' 1 U r,�.fJ1Vf I 3 -1' 0" a rcv ;E�U1D FLI)OR LANDING t+ JOB NO A7.1 A7.1 A7.1 = �A7,1, - A7.1 - 2000358.05 V (� `✓ PLAN CHECK RESPONSE '- b329.04 PERMIT/BID SET - 02.23.04 NOTICESNTHEPRIN ARATYPEONANY rllr III iii III III Ili I I ill ;LFIII t 1111 til �T T 1111(1 T 1III;II 11t1It1(I TIt 11t t 1111 til 111 f Lit T] 11 t I Tit i1r 111 1 1111 t11 f"IT 111111 tIl lIi I I IMAGE NOTICE IF THE PRINT ORS THIS NOTICE .I_ I 1 I I _I�+1 _.I_ _I�1. �. "�L_ ._ �J_- _ 6�.. �I_ �J_ 7 I_ 1� 1�� --I_i x i 4 U 0_4L No.M 0'r. ... { ._.. IT IS DUE TO THE QUALITY OF THE _ _ _ .,, OR'GINAL DOCUMENTJ1). - -,� �I�iiulul �11ulu t1gli-Illo,si llu1uulu� ullu1it, 11fliullui.iluhuti,ulu1i!,I�Ilulluil�llluu allllu iulllul ilullui illllllli illlluli i� 1,iullul�ilullul ull ' ` ' 19 'LI!1 I �ili,1 a, .,. . 1= a 0;; 1 C3! W Q ri U sw N Q O LO ff 1: Ci p x -- 22 GA. CLOSURE PLATE — — TS BEYOND �' mTj I I --07x14.75 CONCRETE LANDING CONCRETE LANDING i KNIFEPLA TE a \ I 0 --CONCRETE LANDING a —R 4x40> �Y �V O 40 m :Y4 a _ Tcl, Ui - TS 3x3x>/ 4 " ] i 'l ui Y4 V I - (2) 4' 0 EXP. ANCHOR L G o 10 1 � d .r i I I 07x14.75 .�\ --- C7x14.7a c 7j tl l T1 I \ R x4x) r � lS1 `� a O 6 Y4 y I— `' o I EXISTING REINFORCED �----- ---- I CONCRETE SLAB 1 4. EO EO I k L 3x3x%xAS REO'D U *-- --- - i -- (L' 10x4xf I - — C12x20.7, PAINTED — I. r �v �* Li < _ 3 LANDING WALL &4LA NDING O_ STAIR SUPPt7RT CL STAIR SUPPORTA/.2 1 1/2"=1'-0" ¢ /47.2 3 __1 _0Q A7.2 3„=1'--0” DECK 3 1 -041 Q Lu V) (/1 V) F ti Project NORTHWEST MEDICAL TEAMS INTERNATIONAL 'r rI til B 1 r� 0 ND, RE N r OF GROUP MACKENZIE 2003 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY CF GROUP MACKENZIE AND ARE NOT Tp BE USED OR REPRODUCED IN ANY MANNER. WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: o j UST vi— REVISION REVISION EDITION S~ THIS CLOSING DATE ul0 SHEET 1 - 03/10/04 2 IN PROGRESS SHEET TITLE: STAIR DETAILS .;a h' FIRST ISSUED: LAST ISSUED: DRAWN BY: CHECKED BY: 4 SHEET x t` A7.2 47 Milton Ct.14150 BUP2004-00070 19 of 29 JOB No. 2000358.05 PLAN UIECK RESPONSE - 03.29.04 PERMIT/BID SET - 02.23.04 ---- ��,,i _.-. .... ... ...... .. ...._...._.--,_. ... ....+..._.-..._,._..-_-_•.....—....._....._ .- ...._.. .....- - . .... _.._. -. ..._.. _ — :.!+^� .,..�.n-... �.......�...,..,..... .... .... .*�- � M1�:aaa.+4mfwMcc' fAebwAFlm.wwmnwn.�wwpar.,en�wn...... ...n+rF'r..�.. _ . ., _ .,,,.......w ., _•_ .ray... �.4.ww•wNNfw.w...y....«..r....i.._.._._.-.._..,..--w--r,..--�-yrrn+re-�s�v.::-..,.,. __-....._.........�.......... .. _..., _.......,,b.w.w.—. ..,....,........,.........�, -.. __. .., ........ .. .::.:. .. pvmr . ..._ •..me.�. , �_ .. . . I I I _. ......�. -._.-P..4'.]'7S�Al"�'"° ., ... ,.. .,:. .... Iwarw.nrr-M1xaa.?r! w... . � k ? TIIIIIIIIIIIIiIIIIIII1TIIlIIIrlTirllllrlllllllllllltllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIIIII 1 NOTICE: IF THE PRINT OR TYPE ON ANY 11 � I i l l I I I I I I I I I I I I I � � I I I I I �„ I I I I I I I III I I III III III I III I I I { I l i i V I I I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, L —�L ----—"� — I -1.--41 _�..._�vI- - - 61 =I - 1. ---I - al_ IT IS DUE TO THE QUALITY OF THE No 3° ORIGINAL DOCUMENT B Z 9L G�S �Z l'Il, Z (L e t�B t 6 i i 9 t 4 t 6 l S T T,�t t �i 8 b T9 T T► I S G �i vn�e T IIII lilll►III IIIIIIIII II►IIII►IIIIII IIII III► IIIIIIIfI ►III�II►IIII�I�IIII III ,IIIIII!IIII ►IIIIIIII IIIIIIIIIII�II IIII�����I�II� ���I(��ii�Il►IliI���I��il�ii� ��I�1�IIi��li�l��li II��1ii►i IiLII�Iii Ii►I fi►►►��i� I►iilllllfl.11l�llillllil_l�lllllll IilI11ll1l�Ilill�liillil�i�Nlll Y � a. 4 r� Cu cr 0 cd U• ' 20 DOOR PER PLANS x, t. t. PANEL THICKNESS_ `� J� ALUM1r,UM BREAK SHAPE •m to SEE STRUCTURAL EXISTING CONCRETE / 1 '�.\` " �` �` ,� TC MATCH STOREFRONT AND SCHEDULES r_ .3 TILT-UP PANEL - -- - --- CHAMFER BEYOND BACKER ROD & SEALANT y / " THRESHOLD .o CHAMFER G I w 6 so; �Cp z ORNA.C. PAVING 1 0 v I u1 .ss DRIP AT EXTERI'DR �F I 4 g - -- - --- CONDITION �jl - FURR AS kFO'D, SEE P3 I v~i �' n - - FOR ADD'L INFORMATION INTI o j;� + ----- NEW 6" PIPE BOLLARD .� - ca V EXISTING CONCRETE PANEL `,;j / EXTERIOR �' I x o m - Z j ALUMINUM STOREFRONT „ „ H I ��-- TOOLED INSIDE EDGE. '�� 6Qi 10B Z -__ --_ _ / c, f.. ca 33 AJ3.1 " rt n I I WINDOW SYSTEM i' J �r SHIM AS REO'D DA tJ 1, . """.........<4ALUMINUM BRAKE METAL FLASHING BY WINDOW MANUF., ( I ��r i I » CO) ET IN BED OF MASTIC —OVERHEAD DOOR PER `- , �� 6 CLR. �/�/ - - GLA7ING TO MATCH EXISTING PLANS AND SCHEDULES 10A - iil"' ' I1 --ALUMINUM BREAK SHAPE - -- - -- I TO MATCH STOREFRONT a -CONCRETE SLAB 1' PER STRUCT 0i.. i ° 1 ' HEAD DETAIL G a -_ z OVERHEAD DOOR AT HEAD COND 3 STOREFRONT ENTRY PLAN -_ „ PIPE BOLLARD _ o s- FLOOR SLAB AT MAN DOUR _ a t� a r.� CE A888� ® EXTERIOR CONCRETE PANEL, SIM ® JAMB -- �---- 3'-1'-0" z A8.1 3' = 1'7 U" A�.� 1/2"-1'-0' A8,1 TYPICAL CONDITION AT EDGE OF OH DOOR 1 1/2 - 1'-0' - -----8005137-43 TRACK FASTENED TO WALL. W/ (3) ROWS OF .1450 t PLYWOOD SHEATHING I � ---- ---GALVANIZED �" BENT R FDA'S ® 24" oc 1 / W/ #4 x V-0" AT V 0" 0" PLYWOOD i - �T PLYWOOD Project ___ L -_. - T PLYWOOD _ - CONCRETE TILT PANEL, Il'-0"± AFF -- - - 11'-0"t AFF BEYOND - - --_ -- --- - -- - -- - NORTHWEST ----8005125-43 ® 24" oc MEDICAL —GLAZING TO MATCH EXISTING ��---------- �" CHAMFER ABOVE I 800ST25-43 ® 24" oc ; TEAMS zf� FIJRREG WALL BEYOND :.,1.i ' I INTERNATIONAL '1I i -BJOS137-43 TRACK ALUMINUM STOREFRONT -- ---- - I I --� BATT INSULATION - Y ' a WINDOW SYSTEM I 1000, ---•ALUMINUM BRAKE METAL s FLASHING BY WINDOW MANUF., _ yL J SET IN BED OF MASTIC, PROVIDE 9/� 411°I �>----BATT INSULATION pt, CAULKING AS REQ'O. OVERHEAD DOOR PER r -------------I -- -- __ GYP BD I I �� PLANS & SCHEDULES -, a I I SUSPENDED ACCOUSTICAL / [_,__ SUSPENDED ACCOUSTICAL FURR AS REO'D, SEE P3 � , FOR ACD'L INFORMATION v I I CEILING TILE I CEILING TILE I a I I . A r^--- B CEILING_ _ - i EVC ILING EXISTING CONCRETE PANEL I I 9'-0 -L AFF 9'-0"t AFF - __ CONCRETE TILT-UP PANE � � ff 1 WALL PER PLANS W/ TOP -FLASHING SET IN SEALANT --- WALL PER FLANS TRACK 6 SILL DETAIL OVERHEAD DOOR ARMOR AT JAMB 8 Q 4 CEILING TO CONC WALL _ I 9 CEILING TO STUD WALL I o 1� r� EXTERIOR CONCRETE PANEL. 3"=1'-0" I 3"=1'-0" 3"=t'-0" y �A&!) A8.1 Z A8.1 3"=1'-0" A8. 1 � U U �--- 0 J AT IN L 10 A OC RS GYP BD (TYPE 'X' AS OCCURS) ATTACH FRAME AS PER .I DBL STUD AT JAMB TYP 12 12 /- -- ,� �✓� �— L, / MFR RECOMMENDATIONS TYP �_✓� DOOR FLUSH WOOD A8.1 JIM AS.1SIM 3'-0" RELI1'E STEEL DRYWALL FRAME W/ FLUSH CASING - B_HEAD - / _ - - -- HEAD -_ - _ I 1 I �- ,•i j PER L PLANS TRUCTION p -- DOOR GYP BD SHOULD NOT ATTACH w /� TO STUDS AT WINDOW J, HOLLOW MTL KNOCK I / AEZIU _ -ALUM. BREAK METAL W/ ► 3 I DOWN FRAME, TYP I _-. HEMME:D EDGES TO MATCH i -- -- SIDELITE AS OCCURS p STEEL DRYWALL FRAME W/ �- `; 1/4" TEMP GLASS IN WALL r EXISTING FINISH R' D, R GO �-FLUSH CASING . LINE OF SII.L AS OCCURS O �`{ I,I --- STEEL DRYWALL FRAME W/ 'f; L� _ ;;i FLUSH CASING r '" / '1 3'-0"x5'-6" TEMPERED ;�I ;1 •r; ` ,�_.- 12 12 RECITE WHERE OCCURS k - - SIDELITE AS OCCURS -'-- W F:.' GROUP MACKENZIE 2003 A8.1 / A8.1 1/4" TEMP GLASS � IN WALL , f�I - WALL CONSTRUCTION Q nl,L RIGHTS RESERVED � II � ' PER PLANS THESE DRAWINGS ARE THE PROPERTY - - I METAL CHANNEL BY FRAME GROUP MACKENZIE AND ARE NOT TO ,TEFL DRYWALL FRAME W --- - -' - USED OR REPRODUCED IN ANY MANN6, FLUSH CASING `: � M - ATTACH TO FLOOR WITHOUT PRIOR WRITTEN PERMIS510'i tO / PER MGR. INSTRUCTIONS c kr \� �.� I REVISIONS. ZZ LAST / FIN FLR � FIN_FLR '� -- FINISHED FLOOR I: NEOPRENE TAPE. 5~ THIS CLOSING DATE GYP BD TYP X' \` v1� I REVISION EDITION '---- (TYPE AS OCCURS) W SHEET A8.1 A - --- _* B -_-EXISTING EXTERIOR - 03/10/04 FLASH DOOR FLUSh1 DOOR W/ RELI TF STOREFRONT GLA71NG - ATTACH FRAME TO FLOOR _. SYSTEM � IN PROGRESS _ DOOR ASSEMBLY PER MFR RECOMMENDATIONS u 12 JAMB TYP INT. DOOR UVB SIDELITE- 13 SILL DETAIL 14 ANEW INTERIOR WALL _ A8.1 A8.1 3 -1 -0" A8.1 INIEP.IUR GLAZING 3„=1'-0” o �A8.11f ® GLAZING FLOOR OR ROOF ADD'L HANGERS AT ALL MEMBERS �- SECURE ALL RANGE S S i'RUCTURE 7 WITHIN 8" OF PERIMETER TO BLDG STRLICTUR 1RAPEZE DUCTWOR -METAL STUD BRACING LATERAL BRACING W/ APPROVED AND OTHER LARGE TO STRUCTURE VERTICAL STRUT AT 12'-0" OC OBSTRUCTIONS SHEET TITLE: LA WAY COUNTERSLOPE HANGERS IF I -CEILING AS OCCURS I DETAILS MORE THAN 1:6 OUT OF PLUMB --- SEE REFLECTED CEILING PLA r - I I WALL CONSTRUCTION, - ----- -- '` ! - _ S ! SEE PLAN r I III WALL CONSTRUCTION - -- _ __ _ �_ SEE CHED. �` PER PLANS , J I ISI ' PROVIDE BRACING SIM SAT CEILING z 0.60 ANODIZED ALUMINUM / a _ --- -NEW MTL STUDS & y w _� TO 4/A1.I TILE, PER PLANS I Q • GYP BD i "CFE" TO MATCH STOREFRONT w W/ ty4" RF-URNS BY Z SOUND ATTENUATION 1 -- - - - - SEE SCHED SEE SCHED 1�1 i - INSULATION WHERE OCCURS STOREFRONT MFG - --� %I U FIRST ISSUED: AFF - -`AFF - a r . CROSS RUNNERS FIT ____ SEE SCHED -` -- �i __ DRAWN BY: a I j -NEOPRENE TAPE TO FILL � BETWEEN MAIN RUNNERS .1» 6'-0" MAY MAIN RUNNERS AT 4'-0" OC - 1 SJPPURT W/ #12 WIRE AT 4'-0" OC STUD BOX HEADER —NEW DHL STEEL STUD _- GAP, AS kEr)'D. CHECKED BY: GYP BD,- HEADER ---- - - I 3�' ll?ACK TOP & BOTTO � --- - SHEET OR W/ #10 WIRE AT 5'-0" OC EA WAY I - ---------EXISTING SUSPENDED G.1 W/ (2) 3%" 20 GA STUDS I - ---- -.-.- __-- STABI-IZER BAR LATERAL BRACING AT 12'-0" OC EA WAY MAIN VERTICAL 3�" ' 20 GA MTL ACOUS FICAL TILE CEILIMG STUDS AT 16" OC, TYP. TO REMAIN A8.1 BE•;WEEN ALL RUNNER TO STRUCTURE BEGIN BRACING WITHIN -`- L_ EXISTING STOREFRONT MiEMBERS AT 6'-0" OF PERIMETER AND 2" FROM CROSS GLAZING SYSTEM PERIMETER MEMBER _ SUSPENDED CEILING BRACING 'i� NEW HEADER - - �e - SOFFIT DETAIL _ SUSPENDED S(JFFIT - BMiltonUP2 0 O70 -- -- - --- ---- ..�— — — -- - O -_---- - - ---- -- r L 20 oP20042-90070 1 20 WA AT MULLION _ r.: �. A8.1 NOTE: ALL CONNECTION DEVICE TO BE OF AN 1' 1' (1" c A8.1 1 112" - 1 -0 A8.1 1 =1 -0 A8.1 / 1 1/2" = 1'-0° -- - --- -- - 3"-l'_0'• Q -� APPROVED TYPE AND HAVE_ ?00# CAPABILITY 3 A8'1 3 JOB NO. - 2000358.05 PLAN CHECK RESPONSE - 43.29.04 , PERMIT!SID SET - 02.23.04 00035805\ARCH\05-A8I DWC CTM 03/10/04 00 19 1 1.00 NOTICE: IF T HE PRINT OR TYPE ON ANY III Ill III Ili III III I I III III III I T I I 1 I I I I I I1 IIT I I I'I I! III I I III III III III III III III I I III III III III III III III III I I I I I I I VIII I I I'l l! I I I I I I I III 'l l I I I d _ r _.:" ��,,ff II I II I •1 IMAr,E IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 3e �• ORIGINAL DOCUMENT � � � ���� �T � � � T1,12il' - 1IIIIIiIIIIIII i-111IIIIilllllll� illi Illilllll!II�iIIII! � IIIIIIIIIIII-II II IIIA,iiI IIII,IIIIIIII IIIII!III lllllllll IIIIIIIII IIII Illi illlllllili�lllull►Illl IIIIIIIIIIIII1�'I lllllllII III li,lilll lull llllllll9ulllll2 41 _,Txii iNil SG, a f� Q R-19 BATT INSULATION -350S162-18. METAL STUD r-_ -- CONCRETE PANEL � .a N o•� ' SOFFIT JOIST, DOUBLE JOIST 3 �- ---- -- --- - -- --- - - --' PL X"X16X16 R-19 BATT INSULATION -CONCRETE PANEL srtcK PIN ASSEMBLY EACH END OF STOREFRONT AA.2 -� 1 " 1'_1^ 1 ' W/(3) �" 0 A36 ' lo- AT EXTEND TO U DERSIDE OF SYSTEM T - W - SIMPSON SET EPDXY I tp I R %" X 6" X REQ'D W/ ANCHORS W ' 41 CIELING STRUCTURE. _ I i T- T^"- + 10_g' / MACHINE BOLT SPACED �- __ I I MIN. EMBED. '"-I `B/ SAT @ 3" 0.C. b ` 2„ (, I so, .. i -PAINTED „ EXTERIOR L _ ---4" X 12" DFL i - �� " - ~ / GYPSUM BOARD SOFFIT `iEAUER `a' 1 QLoll 350S16218. METAL -- - -� - / SECTIOft i. O FURRING STUD W/ f E�ER14L / --I - T_--��► �' GYPSUM BOARD. j M 11 p i e 4' X 12' DFL I I `� -TS 3 x 3 x 3/16 p - fY t / 114"V ♦ HEADER. D TO BOTS OM AS I (D �` o v " 9'-2 I El 9'-0" I BOTTOM OF BEAM __ ..__ _ _ WITH �I ut 0 1 I i-- „ x " x 7" EMBEDDED PLATE ►: ;y ri 3` --- BOTTOM OF JOIST � -- -_- �`- � i � -_� � -i j e BOTTOM OF BEAM Wl r- f �. � o l ) O _ M �, BOTTOM OF PLATE. I I I WITH 1 0 NELSON WELD STUD ' y v A. ` 4" x 12" DFL o-- -- - \� R i4„ X 5�„ X REQ'D / O -- ----- w WITH 4" MIN. EMBED y ck- -0 v 2$0 ^�. AT ANGLED ENTRY. Jvl �_ __ - - -- �-__ \ f rrp / l.9 C� Ui 1- O.- ct,. T _ TYP.- 1 - METAL STUD TRACK SHIM SHIM AS REQ'D I I /ts LEDGERR /a\ f X �,45 X REQ'D ^( - R Y4" X 6" X REQ'D I C6 SEALANT - -/ I „ „ W/ �" DIAMETER I z DAP BOTTOM OF GLU-LAM �` I , MACHINEMACHINEBOLT ® 3" O.C. BEAM. ;� �� --- - -- - -----a SEALANT -( - /„ ----- ---- - I (� h" X 16" X 16" W/ (3) PL 1 X 16" X 16" � � ---- �� 1 7!q W/ (3) �" 0 A36 S:MPSON ---STOREFRONT GLAZING -.e---- ------ �" 0 A36 SIMPSON SET EPDXY •- ------I--- SET EPDXY ANCHORS W/ 4X" 1" SYSTEM ANCHORS W,/ 4� ' MIN. EMBED. PROVIDE �" DRIP, TYP. MIN EMBED. EDGE OF OPENING. --STOREFRONT GLAZING M SYSTEM S STOREFRONT HEAD �' _ �MBED Gf>� z TOREFRONT COLUMN T4 PLATE ELEVATION �.f s S I I 2 BEAM HANGERANDEMBED : 3 AT SIDE WALL 1 -0z ENTRANCE SOFFIT - - 1 1/2"-- 1'-0" AT STOREFRONT HEADER 3"=-1'-0" � 3" - 1'-0" uj A8.2 SOFFIT FRAMING 1 1/2" = 1'-0" ¢ ,48,2 AT ENTRANCE SOFFIT 1 1/2 Q A$,2 w A8.2 Q A8.2 a `_ PROVIDE 3" 0 GROMMET ---- SEALED CONCRETE TOP VERIFY NUMBER AND - r 9j" - T- STOREFRONT GLAZING _ 8'-10" LOCATION W,/OWNER - -`-` I -SYSTEM WITH 1" INSULATED 7„ 1 " " " -- COMPUTER WITH KEY BOARD, CONCRETE RE W/ - 2"-----_--5•, - � /' GLASS 8 8 3" THICK PRECAST SEA!-ANT AND VERIFY REQUIREMENTS W/ �� FAX MACHINE _I OWNER _-_.- CLEAR FINISH Projec!. BACKER ROU NORTHWEST - --BREAK METAL DF BOTTOM I_a = RADIUS EDGE - - 1____,�_ `_ I O O I PL-1 U.N.O. TEAMS MEDICAL FINISH TO MATCH STOREFRONT. LUSH WITH SILL TRAYI I F i.4 I 'y. OTTO INTERNATIONAL ►1 EXPANSION JOINT- N co +30" +29" '. PLATE, �� _...�� I WHERE OCCURS I I ;K, ' �I I - --TS3x3x3/i6 aw _ SHIM AS REQUIRED SEE DETAILS 5/A8.2 AND 7/A8.2 "� ►� - FOR BASE AND CAP DETAILS _ _ c / • ?• ❑ I "---_-' SEALANT AND BACKER ROD Z� - `sv SIDE PLATES SLAB WHERE-- 8" �• I \ �', - ITH (2 �"0 M.B. OCCURS. --- _--____- AT 3" C. SPACED -«r A.F F. - - 1 FROM T.O.S. , 116 I - 10 TOP OF BOLT -- --- --- - 1 r STOREFRONT GLAZING SYSTEM -j/4 '� p d ° ° °'� ° •�` EXTERIOR6" I •`•ftv �. VZ ° � -1� "'fff___ 2" TYP. I � 34" �" BASE PLATE __ - - �-�o' �- o DESKTOP PHONE, VERIFY _ -� --- l III-I) ��-- - MAPLE PLAM _ PHOTOCOPIER REQUIREMENTS W/ OWNER AT OUTSIDE CORNERIITI OF STOREFRONT ' HOLD FINISH GRADE 4" TO 6" BELOW FLOOR. SLAP. STORAGE CABINET W/ x SHELF AND ROD N Z Z aC Q s STOREFRONT CORNEt� STOREFRONT COLUMN CAP s STOREFRONT SILLrg RECEPTION DESK 10 RECEPTION DESK A8.2 1 1/2" = 1'-O" A8.2 3„ ^ t'-o" Q A8.2 1 1/2" = 1'-0" A8.2 / u A8.2 / u CO) PLAN 1 4"=1'-0" � FINISHES 3 8"=1'--O" v a o~ uj r• METAL STUD WALL AS - ' OCCURS, SEE PARTITION ALIGN JOINT I TYPES FOR ADDITIONAL_ VARI_E_S - - -- COLUMN BASE FOR NEW 4" CONCRETE WALK .3 TYP. W/CENTER OF �, DOUBLE DOORS INFORMATION - _ `° \--EXISTING ! ,� CANOPY ABOVE PROVIDED TRIM AS REQ'D lU'-6" A.F.F. - ACOUSTICAL CElL1DNG q�C•., LIGHT BROOM FINISH SUSPENDED ACOUSTICAL RECESSED CAN LIGHT " ti0 Y SMOOTH TROWEL FINISH - CEILING �c9 ' 17 SIDE FOLDING GRILLE TRACK,- = -PERFORATED METAL PANEL CENTER ON PANEL �P I'� A8.2 -- SIDE FOLDING GRILLE VERIFY SIZE AND CLEARANCE f CIEARANCEVERIFY EAND REQUIREMENTS REQU'RF_MCNTS W/ MFR. -_ a MATCH LOBBY NEW SIDEWALK TO 8EZI0 GYP BD _ - W/ MFR. - - �? j MATCH FINISH OF EXISTING SIDFWALhS • • 1 _ •• •••_ , OREGON 1. I� -PROVIDE 2x BLOCKING AS I r i r1 �• ' i � l ao W i -- -� .. COLUMN BASE I I I Al,�� I 'l l 1 z REQUIRED VERIFY LOCATION +� F hlNl� null!'�I �+lII�II.II�IIII�III�III�'� i I ELI ; 'iiI;i,l f; f;i f !iii; - �_ 17 � W/ OWNER ABOVEANOPY i� �I I � � _ -GYP BD WALL, SEE FINISH - -- - I, I ( i i if I\ �.f I _ I A8.2 ¢ - .... ...... ........ ..... ... .. - 1 3 I S!M o U¢ r .. ..'. PERFORATED METAL �\ `~`�'. p !. -� GROUP MACKENZIE 2003 i Lu_j `x v as PANEL TO MATCH LOBBY, . -� -- VED METAL TRIM AROUND w -- __- I -1-- � ? ESE DRAWINGS ARE THF. FROPERIY PERIMETER OF DOOR OPENING �'--- 4 CENTER IN OPENING `� p/ +yYj\ GROUP klAt:KENZIE AND ARE NOT T7 3; --- MTl_ STUD WALL \ ro , Q USED OR REPRODUCED IN ANY f LINE OF" -AD', WITHOUT PRIOR WRIT'.EN PERM!SS(!: y EXISTING SIDEWALK ` 3%' 20 GA. METAL ~� ;� e EXISTING �J REVISIONS: cc - x i C STUDS f� 1'--4" O.C. -- - �- SIDEWALK _ O ' � z LAST " GYPSUM BOARD, - FLOOR, SEE FINISH -- --` ----/�-=-- r� 2 c REVISION REVISION EDITION 2'-0„t EACH SIDE ip '- f" - - - " "i �- S_ THIS CLOSING DATE _ 2 ' VERIFY W/ MFR. - f- - I SIDEWALK AND REPLACE ! \.� / w ��'�- - -- VERIFY W/ MFR. SCHEDULE �.�_ REMOVE EXISTING ' Q wo SHEET 2 2 2'-E" RUBBER BASE W/GRASS TO MATCH EXISTING 1 - 03/10/04 A s 14 LOBBY DISPLAY WALL �\ 15 ENLARGED ENTRY PLAN 2 IN PPOGRESS 11 SIDE FOLDING GRILLE POCKET; , z SIDEFOLDINGGRILLE JAMB , 2, 13 LOBBY DISPLAY WALL_ 3,'4"=1'-O" 3/4"-,'-0" As.2 1 "-1'-O" - A8.2 AT 2ND FLOOR / o A8.2 / o A8.2. A8.2 ; a - 0 4x4xl/4 T.S. COLUMN TO j METAL STUD 1 1 Z ROOF STRUCTURE, BRACE S t j REQUIRED. MOUNT SIDE 1 LAYERS GYPSUM FOLDING GRILLE TO COLUM i PER MANUFACTURER'S _ BOARD TYPE 'X' EA SIDE, SHEET TITLE RECOMMENDATIONS TYP METAL STUDS, TYP DETAILS - /-- EXISTING GYPCRETE 0 ,R o t I PLYWOOD SHEATHING �-4x4xl/4 T.S. BEAM, BRAC' � AS REQUIRED, VERIFY ' REQUIREMENTS W/ MFR. 4x6 BLOCKING 1Y/SIMPSU - I / i HANGER AS REQ'D EA. EN I ,' SUSPENDED ACCOUSTICAL TILE, SEE DTL 16/A8.1, SIM SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN -- (2) �"O LAG SCREW-; 9'-0" _-- -• - g - FiRST ISSUED: _ _ ..._.-,�..____ ____ _ ----- a A.F.F �' w %" GYPSUM BOARD LAST ISSUED: N TYPE 'X' EA SIDE, TYP DRAWN BY: --- PROVIDE METAL TRIM -- - VA- AS REQ'D I -- -- --EXISTING CONCRETE CHECKED BY: F0. EQ. SLAB SHEET 1' 6" i V'ERIF Y 10„ , g C A A8.2 s S!D_EFOLDING GRILLE HEAD `° , � SIDE FOLDING GRILLE BASEPLATE 18 FIRE RATED CORRIDOR SECTION � M"'°" 9 150 p `-� BUP2004.00070 _ ---- --- O t7­ AT ----- - .. I ----- --- A 8.2 2 of 29 A8.2 AT 2ND FLOOR 1 1/2" = 1'-0" o A8.2 AT PRO SHOP 3" = 1'-O" 3/4"=1'-0" n _..._.\✓�_„ �.�_��`✓ _-� �L.._� ���� JOB No. 2000358.05 PLAN CHECK RESPONSE - 03."e'9.04 -- _ .---------.•-__.__. . tr, PERMIT/BID SET -- 02.x:3.04 •..-AS-2.Ow,: btu 0j/1I/04 07 ,7 .w,esa•.,,..-.,..+w+,«,+w......+nrr,+*_ ....,,. -..__ m .... _-_-�. _._._-_..-....._._,. .__ ...__,.......__.,.__..., -..._...._.___....____,..,.•..,r.�,..,,,...,. �" \ `. NOTICE. IF THE PRINT OR TYPE ON ANY Tl I I I' III III III III III I I III III III III I t l l l!I I t l IIT 1 1 1 1 1 1 1 III I I Ill III III III Ill III III I I III III I I I I I I l III III III III Ill l l l I I I I!I I III III I l I I l I l I l III III I I E I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l -1�- -I- "I _ _ _.31 -- -- L- I-_ L.. 6L-=-I---!1_ I I.gJ l 1 I I_ i l l_�� �J Q 11. �� IT IS DUF TO THE QUALITY OF THE "°'" " = ORIGINAL DOCUMENT 15111-11 9�L f B L L�L y�1111 til-IIJ111 TL �'11 811i9 i111llII ILII ILII IIIIIIIII ILII ILI,ti , LIIIIIIIIII ILII IIIIIIIII ILII ILII ILII ILII IIIIIIIII IIIIIIIII ILII ILII II.I ILII ILII ILII IIIIIIIII III ILII Ill�llll ILII ILII IIIIIIIII ILII llll Illlllu llll�llll I 'ft i4. �' GG { CID N .( ^`n In M r, 1J O col FRAMING NOTES 1W" 20 GA. "B FORMLOCK" METAL 0 0 ! DECK W/ (4) �" DIA. FUDDLE ^ WELDS UON. BUTTON PUNCH SIDE LAPS ` 0 0 A T 2'-0" 0.C. 0 I b• �. SEE DETAIL 10/A8.4 FOR BASE PLATE (D 9 � AND FOOTING SIZE, w (L cl 4' D1A.DOWNSPOUT / z \ 2 X o oe \` I 2o adl cy u, Ln \� \ \ lC o i ~ 1-N `\ A8,3 \\\ ~' A8.4 i t a co T 02 \ �\ \\\ / •~�O, I �' • ��/? � �� ' '`� ,�,, cls �n -� 04, / ~ \. + Q uj I ,/ i / \� I I /, // \•� r (0 I / /// / Fit ojart h A` , /,. NORTHWEST MEDICAL \ TEAMS �� 8 INTERNATIONAL I / / A13.4 A8.4 ! // ro 1 SLOPE TO CORNER ! ! / / /, // 1 I //SW / I i 7 TS 6X4X /// / �,/ — j// , 004 6 \ \� / �^ \ 1 CANOPY FRAMING ��r CANOPY PLAN _ A8.3 1/2"=1' dEZ10 n A8.3) 1 A8'4 A8.4 p OREG —_o i' OF RC1 GNZIE 2003 ALL RIGHTS UP ERESERVED THESE/ TY 01 CZ8—.4 GROUP MAwKEN7_IE AND ARE S ARE ME NOT RTO BE 3 � �1IN ANY MANNER. A8.4 \ USED WITHOUT RPRIOR WRITTEN PERMISSION REVISIONS \ \ v 2 UST REVISION REVISION E01110N �7 / \A8.4 lzw Tu15 T cLostNG DATE - -__.._ \ �� J _ _ _ _ —.— '--�� _ _ A8.4 1 03/10/04 -- "`" `° 2 IN PROGRESS 5 \ ---•----� A8,4 5 10 / � � A8.4 ;HEFT TITLE: - --- --- - CANOPY DE`T'AIL. / ch I 1� / co ! 9 -� FIRST ISSUE.;: LAST ISSUED: DRAWN BY: SJM is r CHECKED BY: WAB � I -- -... I �----•----gid: :- _ I ! I SHEET I A8.3 ZONE A�---�---�ZONE E Miltor,Cl.14180 '3 CANOPY ELEVATION (;8 CANOPY ELE�/t`,TION "► KEY PLAN ?zof 200Zs�'� F NTS JOB N0. � 1/2"= 1'--0" _ _ _ 2000358.05 PLAN CHECK RESPONSE — 03.29.04 PERMIT/BID SET — 02.23.04 ���•�___._�_._ ________._ I . h NOTICE: IF THE PRINT OR TYPE ON ANY !f l(f III III III III III I I III III III ��,I III III I I1(I h III III III'ILL III III III III III III III 111 Ili III I I I I:I I i l I l I I III I I III ill III III III III I I!I l l l III III III 'I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE -T No,99 jb.�W_- ORIGINAL_ DOCUMENT �� L BL tTz z 6 Z 718[l 711,1 � e tlIl tIIIIIII IIIl IIllllllllll►�IlllI11 cm, l►Iwillllll ILIIII►I�IIIIII!1IIII► l►IIIIII ILII IIIIIII�IIIIIIIIIII ►III IIIIIIIII IIIIIII►IIIII►II> llllllllllllllllll�I►I���Illil�l►tlllllllll►1►111�I11,111111111111JI1i11WIIlII1lIIIIIIIi!1111�1I!I��II�I F� r I'i va l°s A. IIF [A I CID 11j ri 1:r 'SEALANT 1/2' DIA WIRE' ROPE /, - - h' UUSSE( r-LATE 3,5TT J1 ------ __.____ °.:= o STEEL GUSSET PLATE r L- LOPEN SWAGE SOCKET � ' OPEN SWAGE SOCKET. 3/16T ?' DIA. HOLE-- - ---� r /--- ----SHEE 1 METAL GUT,ER. f �� _ SEE DETAIL 10 A8 4 I10/84I ! a - SHEET METAL ._AP. PAINT / T I f- / SEE DETAIL a OPEN A; __ —. EQ i �..�. I 0, E SIN& E. - Caa. J( _-I'_ TO MAT':hf C'OLUMN '� r5 PURLIN 6E Y"QND, ____._�_ METAL. COLUMN GAP I I �ss;I 8 0. r 1 ( _ _ - - T S. COLUMN SOCKET SFE / - 416" IMSA METAL. "DEET DECk.". i % BE I SEE PLAN.DETAIL. '0!A8.4 ^ry'� 1 + �. /W 11 . I I �- / ��.. FLAT CZAR ;'ER KLAN. ` -OPEN SWAGE o IF :,, Ln .} . _ SOCI�E.r SEE L--- �- NEOPRENE SEAL _ r---- , 11 - ( AS RE,�'D I '- o DEETAIL I Q/A8.4 1 i s 1`^ Y _^I TS BEAM PER--" • `V" Yp E) V, ^v, /k FLAN. o c y w 01 D A VI T. I I I ('1 , r i. 3 0 01w ITCH_0 Sar cord ® = LD ;`+ tr I p ca SLOT COLUM TO -f-- --- ` v l II �� / I z RECEI VF PLA TE - BEAM HELL PER % 5' \\`---4"X6"X%' TU ST T.S B W, - __.._ II _ � - T.S. COLUMN BErOND, EE �:F I J r r BE EEL 11INIG P PIAN r �. S I JOIST, SEE FRAI LAN. PLAN --'��-- .. „ •• _._ .• STIFFENER 2 i 8 W/ Iia' ST r �; iI ?� �" DIA. WIRE ROPE'. O ___ ---•.fir__. --- 'J � �� CJ n "~ EAM TO COLUM CONNECTION Z � GUSSET PLATE DETAIL _ CANOPY GUTTER - I 3 CANOPY CONNECTION_ U) 4 CANOPY RAFTER SECTION 5 B _ - _.-- _ 3'=1'--0" a Ar BEAM �' � i'-U' I A8.4 AT GUSSET PLATE � a � W � A8.4 I -1 -o A8.4 A8.4 a z �____� a � �., EO. - EO.--- - NCRETE WALL (4)---- COr Il �r IrL �"X16"XIC W/ 1 ___I 1E %X.3X AS REO'D--- i4" 0 EXP. ANi.,HORS ! r ! `�__._.� T.S. COLUMN PER PL ;N'S, ` I Wj 6' r�flN EMBED. =r='c a CAP F� ;;' I ,�-- T S BEAM PER )J4 4" \ \ r NORTHWEST �X PLAN SJte G r r/ r I f-- -SHRI SPACE wi NUN- MEDICAL NON- SHRINK RINK GRou AS REO D. TEAMS O �.J ` 0, C INTERNATIONAL C, % GRADE / CENTRAL_ CABLE SETS 1 _ _ 4 ERECTION BOL T ---% a AS REO'D. /�� i 3 2 U4 6 7 / / 1- --- BEAM PER I .'' JOIST PER PLAN. / �=L- --�-- -- `` PLAN l T S. JOIST PER (�D ' PLAN. � �, 0 05 7,-'4+".4-� �/' U_. _.......-----._... __.. r��U Q UPPER AND LOWER CABLE_SETS =Kv JOIST PER PLAN. /- _ T �"X6X1'-7" W/ 0 A193 GRADE W/�r5 0 12" O C. EACH KEYNOTES: �+ E37 SIMPSON SET EPO,<'' ANCHOR`.-, r7 WA`i. 1. o, 1 x 19, ZINC-COATE', HELICAL STEEL WIRE STRUCTURAL STRAND CONFORMING v W/ 4114 ' MIN F MREU ~ U 7 -�/�- -�-�`� ? TO ASPM A536. MINIMUM BREAKING Si'R'ENGIH: 30,000 POUNDS. APPROXIMATE s JOIST TO BEAM CONNECTION BE CONNECTION 8 JOIST CONNECTION s COL�..IMN FOOTING u METALLIC AREA 0 'So SQUARE INCHES MINIMUM MODULUS OF ELAS ADDITIONAL -- _ - - -- �_- __ -____.___ _.._..-. 24,000,000 PSI. SEE STRUCTURAL GENERAL. NOTES, SHEET 51.0, FOR App1T10NAL A$.4 3"=I'-(1" n A8,4 AT EXISTING CONCRETE WALL 3"=1 -U A8,4 AT INTERMEDIATE JOIST 1 112",1' 0" a A8,4 AT CANOPY 1 1;2"=1'-G" a REQUIREMENTS. i �� U U _ SWAGED-ON THREADED STUD. THREADS: 3/4"-10 NATIONAL COARSE, LEFT-HANDED, WITH LENC:TW SUFFICIENT TO PERMIT FULL USE OF TURNBUCKLE TAAEUP. EFFICIENCY: 100/-0 BASED ON BREAKING STRENGTH OF STRAND AS SPECIFIED IN ASTM A586. PROVIDE WRENCH FLATS AS SHOWN. NATURAL FINISH, L 3. CROSBY S-501 OPEN SWAGE SOCKET. STOCK NUMBER 10.,9101, WITH NATURAL SHANK AND BLACK HEAD AND PIN 4. CROSBY GALVANIZED 3/4"0 X 12" TURNBUCI,:LE EDDY, STOCK NUMBER 1034115. t 5 3/4"0 GALVANIZED HEAVY HEX NU", ASTM A56,,3, GRADE DH, LEFT'- AND RIGHT-HANDED C%,` r/• AS REQUIRED. 6 3/4"0 A572 GRADE 50 THREADED ROUND BAR WITH LFNGTH SUFFICIENT TO FULLY ENGAGE CLEVIS AND TO PERMIT FULL USE OF' TURNBUCKLE rAKEUP ' ` f F All 7 GALVANIZED #22 1/2 STANDARD CLEVIS WITH 1 1/16"0 PIN HOLE AND 3/4"-10 NATICJAL COARSE THREADS. ! OF I 8 1"0 A.325 BOLT. ALi. 4i(•rl' RE`'iFRVCD NOTES- DiE°.E rI?A?,1'.r,. r•RE. TIiE. PR,1NE.ktr C: 4: 1 SEE STRUCTURAL GENERAL NOTES, SHEET S1.0, FOR ADDITIONAL REQUIREMENTS. r,:;% 't'+ ,E. ,AAU Arf� N01 ,En :Ili aI 'i)IUCLD I', COORDINATE AND IERIF r APPROPRIATE USE OF RIGH T- AND LEFT-HAND THREADS. ADJUST LENGTH OF CABLE SETS AND TAKEUP DIMENSION OF TURNt311CKLES TO 3. PROVIDE FOR SPECIFIED PRESTRESS AND ADJUSTMENT FOR TGLLRANCE. REVISIONS- 4. SEE SPECIFICATIONS F'OR FINISHF NOT SPECIFIED LRAsr 5. VERIFY ALL FABRICATION DIMENSIONS iris EVISION REVISION EDITIIIN 6. FRECT AND TIGHTErI CABLE SETS IN THE ORDER .SHOWN AND TU THE SPECIFIED �� THIS CLOSING DATE CK U.1 SHEET rENFIONS. -- -- - i 03;'10%04 ry Iti r�ROc;RE'�5 io C_ ABLE SETS U1 - -- 1 f i' SHEET CANOPY DETAI s. a, FIRSI ISSUED LAST !SSUED: DRAWN BY { CHECKED [0, ,HEFT A8.4 Milton Ct 14150 BUP2004-00070 23 of 29 UH NO 2000358.05 PLAN CHECK RESPONSE - 03.29,04 PERMIT/BID SET — 02.23.04 , ,• � 111II III I I III I ILII -II-ILII I III TIIIIIrIITTIlIl11IIrII1IItIIIIITIIII NOTICE IF-iiwPRINTORTYPEONANY � ^I I 116 I ( II�fII I IIIIIII IIIA 1 Illlill VIII I I�III�1 111 1 I I(III(I I�1il IMAGE. IS NO] A0 CL_EAR AS THIS NOTICE, 1_—__ _ ___ -=L-------- "L-- I NO 38 ITIS DUE 1.O THF IDUAIJTY OF THE T ORIGINAL DOCUMENT E Z 85 L�L 9� �3 I1�3 S ��L TL Z S 9T �11 T �9T fTL—I19 �►�� ILII ILII IIIIIIIII IIIIIIIII II IIIIIIIIillll IIIIIl1LlIIIIIIIIIII1�f1IIIIIIIIIIIIi�III�IIIIIIIII IIIIIIIII ICIIIIIIIIIIIIIiIi IIIIIIIIIIIIIIIIII�IIIIIIIIIIIII!I IIIlIIIII Ilil�lll ulllllll IIIIIIIIIIIII�ltlllllilll�l ll IIIIINII, ,'i �(' t 8 i 5 t.. t f j' Stir M a•v, N P fir. (D N m QD q DOOR SCHEDULEZ`� I•/ i, DOOR DOOR DOOR FRAraF _,__ HDWR r-,� 0 0 DOOR . - --,--- DETAILS RATING COMMENTS DOOR -~ - - - - �w OPENING SIZE TYPE. MATL FINISH MAT'LFINISH, GROUP F I N I S H SCHEDULE FINISH S C H ED UL ELn 101A PR 3'-0"x7'-0" C AL GLI MFR AL AN 1&8 A8.2 __ _ 101A S. _ _ - I / ____ -- _ "' _ ROOM; E. ING FLOOR BASE N. WALL ,E WALL IS. WALL W. WALL_ CEILING t~ 1018 :kR 3' 0x7-0 C _ AL GL r MFR AL AN H-5 1018 ROOM NAME MA OL MAT'L f JM TALL MATALL MAT'L� MATT l CEILING FINISH ROOM ROOM ( EIFINISH i.IN� ROOM - ^- - - -- --- -- -_- FINISH FINISH FINIS FINISH FINISH FINISH MAT'L COMMENTS MN(H I FINISH FNI H FINISH FINISH FINISH MAT'L (COMMENTS 103 0''xT-0 C AL GL ' MFR AL AN H-5 103 NO HT ROOM NAME F S L cNO - - - - - -- H =- -- RECEPTION WD CPT WD P GB P-V P 1 - P VARIES ,G8 SAT 101 201 GALLERY CPT-3 RB GB P-1 GB -1 G8 P-1 GB P-1 9'gipSAT _- - ?01104A3'-C'x7'-0 C AL GL MFR AL AN H-5 104A 0 c. S HMK FF 11 A/A8.1 UA 1048 -___ __-._ _.� -_._-____ ____ - - -- - - --- - - - ------ 102 HALLWAY CPT-1 RB P-1 GB/P-t GB P-1 - 10'-6' SAT102 202 _SC S HMK FF IIA/A8.120 MIN 3 104C _ t _ _ BOARD ROOM _ _ CPT RB P-1 P-1 P-1 P-X EXIST EXIST 202 G Z f / _-�'- UNISEX RESTRM. X� P-1 P-1 P-1 1 _P-1 , EXIST EXIST - --- 203 - at m r+ 103 1 GALLERY CPT-2 RB GB/P-X GB/P-11 P-1 _ P-1 10'-0" ! SAT 103 203 U _ _^ E IST EXIST _ SC S HMK FF 11 A/A8.1 I_ --_ --_ 105 -- - ,T » - - " _ -- -- HMK FF 118 A8. _H-1 -� -`- 107 10'� MEETING ROOM CPT RB GB/P-1 GB/P-1 GB P-1 GB/P-1 1 ;___ SAT 104 204 PRIVATE OFFICE__ CPT_-1 RB__ GB P-1 GB P-1 GB/P-1 GB/P-11 EXIST -- 204 W y Ln �+ 107 3-0 x7-0 1 B SC S _ __ _ /___ _ _ _ - ---- "-' "' - - 105 STORAGE CLOSET CPT-1 Re GB/P-1 GB/P-1 GB/P-1 GB/P-1 10-0 SAT _ 105 205 OPEN OFFICE _- CPT-1 RB __ P P-1 P-1 EXIST EXIST 205 y O s 108A 3'-0"xT-0" 1 (�" _ B SC S HMK FF 118 A8.11`'�f-1 -- -- 108A _ -- ---- - _ - - --r- -- 0 -F QF IC - - _-- -i _ -- B -X GB P-1 EXIST EXIST i 2_07 O 1088 - EXIST--- __-_ -- - _.A -_- _ �_ co P 1088 106_ HALLWAY -_ � CPT-i RB GB/P-1 GB/P-1 GB� GB/P-1 EXIST EXIST 106 206 PRIVATE OFFICE CPT-1 R---B_-�r GB/P-1 GB -1 GB/P-1 GB�_EXIST EXIST _ 206 � •o y �: " --, " ;, - - - -- __ --- - 107 CONFERENCE CPT RB GS/P-1 GB_7P-1 GB P-1 _66ZP-1 EXIST EXIST 107 20. CONFERENCECPT 1 RB GB/P 1 GS -1 G P T 109 3-0 x7-0 1 A SC _ HMK FF 11A/A8_t H-2 -- 109 108 LUNCH ROOM _ _SV RB GB/P-1 !P_-1-t-- P-1 GB/P-1 ExIST ExIST--�-_�-� 108 208_ CONFERENCE CPT,1 RB GB�-1 GB/P_1 Ge/P-x G8/P-1 ExJST EXIST _ ��2_08 _ ' 112--y-0_"x7'-0" 1 "� SC S HMK FF 1 A - -- -- 112 _ _ - �' 109 MAIL ROGM_- - CPT-1 RB GS/P-1 G8/P-1 GB/P-1 GB/P-1 EX!ST EXIST 109 209 'RIVATE_OFFICE CPT-1 RB GBP 1 GB/P_-1-,GB/P-1 GB -1 EXiST EX15T _- 209 _ - _ 113 3'-0"x 7'-0" 1i" B t SC S HMK_ FF 118/A8,1 H-2 _ -- -- 113 _ _- -- -__ _-__ C-- _ _ - _ _ U t t4 3'-0"xT 0" 1 " B 1- SC S HMK FF_ 11B/A8.1 H-2 -_ -- 114 210 ONF'ERENCE� CPT-I RB GB/P 1 GB%P X GB/P 1 G8/P-1 EXIST EXIST _ _ 210 -_ _ _ 115 3'-0"x7'-0" 1 B + SC _ S _ HMK_ FF 11B/A8.1 H-2 -� _- 115 --_i_ - _____ _ 211 CONFERENCE GPT-1 RB GB��1 GB -X G /moi jP- EXIST EXIST - - 211_ _HMK FF 1' 18 A8.1 -- -- 11b 110 OPEN OFFICE- CPT-1 RB EXIST EYiST GB/P-1 GB%P-1 EXIST EXIST 110 212 COPY FAX �- VCT RB_ P-1 P-1 P-1 GB/P-1 EXIST EXIST 1212 6 _ 3_0"x7-0M _ 1 ►„ �SC� S _ / _- - ._ - - - - 118 1 A SC S HMK _FF 11A/A8.1 H-3 118 111 COFFEE_BA� COPY SV_ �RB GB/P-1 GB/P-1 GS/P-1 GS P-1 _EXIST EXIST 111 213 CONFERENCE CPT-1 _RB P-1 GB/P-1 P-1 P-1 EXIST T EXIST 1�3� - - -- - - -- - �' =- 112 CONFERENCE CPT-1 RB GB/P-1 GB/P-1 GB/P-1 GB/P-1 EXIST _EXIST _ 112 214 WOMEN'S RESTROOM EXIST EXIST P-1 P-1 P=1 P-9 EXIST EXIST _214 Q 119 3'-0"x7'-0" 1 A r SC S HMK FF 11A/A8.1 _H-1 -- _ 119 - -O" »- :: -t - - _ _ - MIN 120 113_ PRIVATE OFFICE ,_RCPT-1 I RB GB/P-1 GB P-1 GBj-1 G6/P�T EXIST 113 215_ .MEN'S RESTROOM EXIST EXIST P-1 P-1 P-1 P-1 EXiST EXIST 215 120 3-0 x7,-0_ .. ASC _S HMK FF I--- H-4 _ J 3 _�-1 P-X 9-0" SAT _ 216 121 3'-0"x7 -0_ A _SC S HMK FF 111A/A8. H-6 3 121 114 PRIVATE OFFICE - CPT--I---.RB GB/P-1 GB/P-1 GB/P-1 GB/P_-1 EXIST EXIST 114 216 HALLWAY CPT-1 RB GB _ 2 122 3'-0"x7'-0" �1 A SC S - HMK FF 11A/A8.1 H-6 -- 2 3 122 115 PRIVATE OFFICE CPT-1 RS GB/P-1�GB/P-1 C_B/P_-1 GB/P-1 EXIST EXIST 115 217 PRIVATE OFFICE -CPT-1 RB GB_P-1 GB/P-1 GB�P-1 GB P�1 E_XIST EXIST _ 217 F. G --- j --- -;--„ - - - 116 PRIVATE OFFICE_ ..PT_-1 RB GB%P--1 GB/P_-1 GB/P-1 GB/P-1 EXIST EXIST 116 218 _OPEN OFFICE __-___� __CPT-1 RB P-1- � I P-1 EXIST t EXIST_ -- 218 Q 123A 3-0 x7-0 1 A SC S-t HMK FF 11A A8.1 H_- 2 MIN _ 2 123A _ - - - - - _- - 1238 EXIST_- - - --t _- -- 1238 117_�O_P_E_N_OFFIC_E_ _-CPT-1 RB EXIST EXIST GB/P-1 GB/P-1 EXIST EXIST 1117 219 OPEN OFFICE __-.- CPT-1 R8__ _P-1 _ P-1_ __ EXIST -EXIST 219 Z 118 I SERVER ROOM ^ VCT RB P-1 GBJP-1 G8%P_1 GBP-1 EXIST EXIST _ ��118 220 HALLWAY CPT-1 RB_ P-1 P-1 P_t 9' 0" _SAT 220 117 123C I -EXIST __ _ 123C - - ----- - --- - _ _ _ _ - _ 1� f 124 x7'-0" 1 A SC S HMK _ FF 11A/A8.1 H4 2Q MIN _ _2_ 124 119 _ `VCT RB- P-1- GS/P-1 GB/P-1 GB�-1 EXIST_ EXIST 11S 221_ VOLUNTEE'R WORK AREA CPT-1 _ R8 P_1 G8 P-1 GB P-1�GB/P-1 9'-0" SAT 221_ '-- -- 125 120 CORRIDOR _ __ _ CPT-1 -RB GB_/P-J GB/P-1 GBP P-1 EXIST _EXl§l - 120 222 BLESTORAG _ _ - W ~ 125 EXIST I _� _ r_ _ E EXIST EXIST P 1 P 1 P 1 - P- I EXIST -EXIST 222 Z _ jam- _ _ - - --- -- - P-1 P-1 P-1 P-1 EXIST EXiST 223 --- 1 -I -- -- ----�'�-- 126 121 EXIST EXIST P-1 P-1 P-1 1 EXIST EXIST _ 121 223 RECORDS/ ARCHIVE STG - EXIST EXIST -__ ---- 1 126 EXIST __ t _ _ -..._ _.._. -r__ _ .__-_ - 122 MEN'S__RESTROOM EXIST EXIST P-1 P-1 P-1 P 1 EXIST EXIST - 122 - -� - -�- - H-8 - -- 128A 123 CORRIDOR - - _ -- CPT-1 _ - RS _W4j -1 GB/P-1 GBf_P-1 Gk1-11 EXIST EXIST_ 123 y` t 48A 8-0 x10-0 D P _ - - - - - --' 1288 3'-0"xT-0" 1 A C S HMK FF 1 r A8.1; H-2 -- -- 1288 124 SECURED FILES -- EXIST EXIST P-1 P-1 P-1 P-1 EXIST EXIST 124 FiNiSH SCHEDULE NOTES: _,____� ---_._-- -i-_- -_ ----.------- -- ABBREVIATIONS: - - -_ -_. - - ---- -- -- - 125 ELEVATOR CLOSET - EXIST EXIST P_-1 P -1 P-_1 P-1 OTS OTS 125 A. ALL INTERIOR BUILD! DAR , COLORS - 128C 3'-0"xT-0" 1 A SC _ S HMK FF 11A/AS.1 H- -� -- 128C - - 128D EXIST - - 128D -1_2.6 STORAGE -._- EXIST EXIST -P-1 _ -P-1 P-1 P-1 EXIST -EXIST - 126 F"!N'SHES NG STAN D CPT CARPET 128D EXIST _ -�� - __ Z 129A _. _ _ __ _�_ _ _ TO BE C ORDINATED WITH OWNER. EXIST EXISTING _ - __ - - - - y Q. PATCH AND REPAIR ALL EXISTING WALLS WHERE Protect -----r - 128 MEDICAL SUPFLIES STG. EXIST EXIST P-1 P-1 - P-1 P-1 9'-0" SAT 128 GB GYPSUM BOARD 1298 - EXIST -i-- - 20 MIN 1 1298 AF' ;TED BY NEW WORK. PAINT NEW AND EXISTING NORTHWEST 130 3'-0"xT-0" 1 " A SC S HMK FF 11A/A8.1 H-7 -- 130 129 HALLWAY - CPT-1 RB GB P-1 GB/P-1 GB P-1 P-1 EXIST EXIST 129 OTS OPEN TO STRUCTURE 131 3'-0"xT-0" 1 SC S HMK FF 11A/A8.1 H-7 -- -- 131 _ ' SURFACES. P PAINT MEDICAL 130 MEN S RESTROOM - EXIST EX15T P-1 P-1 P-1 P-1 9-.) G8 130 132 3'-0_"x7'-0" 1 'i' B SC S HMK FF 11A/A8.1 - -- -- 132 131 WOMEN'S RESTROOM EXIST EXIST P-1 P-1 P-1 P-1 9'-0" I GB 131 C. PROVIDE NEW PAINT, RUBBER BASE, AND FLOOR FINISH RB RUBBER BASE TEAMS 133A 3'-0"xT-0" 1' " A SC S HMK FF 11A/A8.1 H- -- -- 133A 132 DATA PROCESSING CPT-1 _RB GB P-1 GB_P_v G8 P-1 P-1 9'-0" SAT - 132 THROUGHOUT SAT SUSPENDED ACOUSTICAL TILE INTERNATIONAL ----�-- -- - -"- - 133 ELECTRICAL-__-- CPT-1 RB GBJP-1; GB/P GB P_-1 P-1 y9'-0" SAT 133 D. SEE FINISH PLANS FOR ACCENT PAINT AND CARPET SV SHEET VINYL 1338 - 3'-0"x7'-0" 1 " A_ SC_ S HMK FF 11A A8.1 H-3 -- -- 13_38 --�------ - _ LOCATIONS VCT VINYL COMPOSITION TILE 136A EXIST__ _ � _ 11� - 136A 134-VOLUNTEER G_ATHERNG UN RB GB P-1 P-1 P-1 9-0' GB 134 1368 EXIST - - _ - 1368 135 VOLUNTEER SORTING EXiST EXIST P-1 P-1 P-1 EXIST OTS OTS 135 E. SEE A2.2F AND A2.3F FOR SPECIFIC PAINT AND CARPET FINISHES yyD yy00p 1368 _EXIST � 1368 136 OPEN WAREHOUSE EXIST EXIST P-1 GB/P-1 P-1 P-1 OTS OTS 136 1360 _ EXIST -y - 136D 137 PRIVATE OFFICE _ CPT-1 - RB GBjP-1 GBP-1 P-1 GB P-1 OTS OTS 137 136E EXIST - 136E 138_MOBILE DEN_TA_L VAN STG. CPT-1 RS GBj-1 GB%P GS j-1 P-1 OTS OTS -- 138 -„ " 139 EXHIBIT --- CPT-1 RB P-1 GB/P-1 P-1 GB/P-1 OTS_ OTS 139 11.37_ .3-0 x7-0 1 A SC S HMK FF_ 11A/A8.1 -- -- 137 - 138A ' 3'-0"x7'-0" 1 A S HMK FF 11A/A8. H-4 - -- 138A 140 BREAK ROOM EXIST EXIST P-1 P-1 P-i P-1 EX'ST EXIST 140 1384 15'-9"x14'-0" D P 2&7/A8 _H-8 -_ 1388 141 HALLWAY EXIST SEXIST P-i P-1 P-1 P-1 EX,ST EXIST 141 13AC 18'-0"x14'•-0" D _ P 2&7/A8.� H-8 138C 142 MEN'S RESTROOM EXIST EXIST P-1 _P-1 P-1 P-1 EXIST EXIST 142 138D+ EXIST 138D 143 WOMEN'S RESTROOM EXIST EXIST P-1 P-1 P-1 P-1 EXIST EXIST 143 139 �T _ EXIST - 139 144 CONFERENCE _ CPT-1 RB P-1 P-1 P-1 P-1 EXIST EXIST 144 140A �} 3'-0"0-0"- 1 A SC S ; HMK FF 11, A8.1 H-1 -- -- 140A 145 EXHIBIT CPT-1 RB GBP P-1 P-1 GB/P-1 EXIST F.XIST 145 1408 I - 3'-0"xi'-0" - 1 A SC _ S HMK FF 11A/A8.1 H-1 -- -- 1408 - 001 STAIR 1 EXIST EXIST P-1 P-1 P-1 P-1 - 0013' 1_42_4 EXIST _ _ _ _ 142 --- - _ 143 3'-0"xT-0" 1 A SC S HMK FF IIA A8.1 H-7 --~ -- 143 002 STAIR2 ___ --_ EXIST EXIST P-' P-1 -P-1 -P-1_ 002 145A _EXIST +- - - -� - 145A 003 ';TAIR CPT-1 WD P-1 -P-1 P-1 _ P-1 - 003 t 1458 _ EXIST _ _ s 1458 001 rLEVATOR CPT-1 RB P-1 P-1 P-1 P-1 001 102 3'-0"xT-0" i A SC S HMK FF IIA/A8.1 H-1 -- -- 202 EXIST- +- - --- -- ._- __ _ _ 203 _ '� 2_04 3'-� 'x7'-0" 1;X 8 SC S_ HMK FF 118 A8-I H-2 - -== - =- 204 SCHEDULE OF INTERIOR FINISHES 208 3'-0"xT-0" _ '" B sC S _ HMK FF 118 A9.1 H-2 206 SC S HMK FF 118/A8.1 H- -- -- 207 " " -» SECTION 06400 -WOOD AND PLASTICS SECTION 09650 - RESILIENT FLOORING SECTION 10161--TOILET COMPAR .LENTS 208 3-0 x7-0 1 B SC S HMK FF I IS/A8.1 H-1 -- -- 208 TBD ` rr 209 3'-0"x7'-0" 1 B SC HMK FF 1181A8.1 - _-- 209 210 3'-0"x7'-O" 1 " 9 SC S HMK FF 118 A8.1 H-; -- J -- 210 1. Wood 1. Vinyl Composition Tile 211 3'-0"xT-0" 1 B SC S HMK FF 118 A8.1 H-1 -- -- 211 WD-1: Solid Bamboo Flouring: EcoTimber, Horizontal Grain, Amber Color, Prefinished VCT-1: Mannington, Designer Essentials, #246 Bronze 212 EXIST 5 8" x 3-5 8" x 72" VCT-2: Mannin ton, Desi ner Essentials, 295 Dee Fern _ _ 212 / / 9 9 # P SECTION 12682 - FLOOR MATS & GRILLES '- WD-2: Ma le solid wood base, 6" hi h stain to match architect'^ sam le VCT--3: Armstron St.. ,dard Excelon, 51873 Brushed Sand --- -� -- _213 3'-0"x7'-0" 1 B SC S HMK FF 118/A8.1 H-1 -- -- 213 P 9 � P 9. # 21.1 EXIST _ _ _ 214 WD--3: Maple veneer at reception desk, Rift cut, vertical grain, stein to match VCT-4: Armstrong, Standard Excelon, #51814 Pomegranate Red 1. Floor Mat C 215 _EXIST - 215 architect's sample - - ---- -- 217 3'-0"xT-0" 1 B SC S HMK FF 118 M_- H-2 -- -- 17 Transaction Top: Stone slop branite, Absolute Blacb: 2. Linoleum f� 220A EXIST LIN-1: Marmoleum, Fresco, 3867 Mahogany EM-1: Van Dijk, Hercules NOP, 46 Burgundy BI EZIO _ _ _ OA LIN-2: Marmoleum, Real 3143 Sepia � y 221 - '-0 xT-0" _ AL GL MFR _ AL AN H-5 -- 2 1T L!N-3: Marmoleum, Fresco, 3324 Twilight Purple CEILING TILES " P NO, N SECTION 64010 - CUSTOM CASEWORK 223 EXIST t 223 _ - -• 3. Rubber Base SAT-•1: Match Existing 1. Drawer Pulls SAT-2: Armstrong, D Jne, Second Look 'I RB-1: Johnsonite, #63-Burnt Umber TBD NOTE: Provide coved base at oil looped carpet and resilient flooring areas. LIARDWARE GROUPS: ABBREVIATIONS: SECTION Or 100 - METAL DOORS & FRAMES 4" rubber base in all areas. !. H-1: PA A _ SECTION 16000 - LIGHTING ,� GROUP 1t,CKENZIE 2003 SS GE EXIST EXISTING HG HALF GLAGc:!) 1. Doors ALL S ARE RESERVED t LATCHSET F75 GRADE 1, iMESE DRAWINGS ARE THE PROPERTr O ° BUTTS, SEAL, STOPS FF FACTORY FINISH P PAINT Doors: To Match Existing 1. Reception Desk Pendants: CROUP R REPR D AND Af?E N6f N 8 FL FLUSH S STAIN SF-,_-TIOP: 09680 - CARPET uWIT DR REPRODUCED iN ANY MANNER H-2r LOCKING OFFICE Tech Lignting, Monopoint Pendant, firefrost, color: red, Satin Nickel Finish WITHOUT PRIG+ 'NRIITEN PERMISSION LOCKSET F81 GRADE 1, FL/R FLUSH WITH RELITE SC SOLID CORE WOOD 2. Door Frame 1. Loo Pile REVISIONS: BUTTS, SEAL, STOPS FG FULL GLAZING SF STOREFRONT Door Frame: To Match Existing p 2. Track lighting at Hallway 102: H-3: STOREROOM HMK HOLLOW METAL KNOCKDOWN CPT-1: Bigelow, Style # BC107, 665-Earth Lank �� ust CPT--2: Patcraft, Cluisonne i0065 - 65805 Vermillion Tech Li htin- , Monorail S tern, Stem Len the 18", Satin Finish. 4 per len th of track. VIS t,EVl�f)rl REVISION EDITION g q y5 g ( ) 9 wo 5 1� CLOSING DATE LOCKSET F86 GRADE 1, DOOR SCHEDULE NOTES: SECTION 09300 - TILE CPT-3: Patcraft, Cloisonne 10065 - 65313 Vardigris _ - KW BUTTS, SEAL, STOPS CPT-4: Patcraft, Cluisonne i0065 -- Murrey 3. Sconces at Reception Area: L - 03/10/04 H-4: CORRIDOR A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, 1. Ceramic Tile (at new bathroom floors) -•+ LOCK5ET F75 GRADE 1, BUTTS, AND/OR REPLACED TO BE !N COMPLIANCE WITH ACA CT-1'United Tile, Crossville, #VS61-UP, Unpolished, 12"x12", 6"x12" Cut for Wall Base Leucos, TODD (6) sconces at reception. 2 IN PROGRESS SEAL, STOP, CLOSER, SMOKE B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW 2. Installation - MORTISE LOCKSET 2. Trim Glue down: All oreos U.N.O. C. ALL SECONDARY DOORS TO HAVE DFADBOLTS REMOVED, Provide Schluter, Schiene Stainless Steel trim at all locations Where carpet j H-5: STOREFRONT EN RY BY DOOR SUPPLIER WAOCK INSTALL COVERPLATES OR CHANGE DOORS A: AVAILABLE transitions tile. CYLINDER AND CLOSER DEVICE D• ALL EXISTING DOORS TO BE PATCHED, CLEANED AND Note: Carpet to be installed parallel to major traffic aisles --'"--'"'---'-� REPAIRED AS REQUIRED TO MATCH FINISH OF NEW DOORS. 3. Sealer ---'- H-6: RATED RESTROOM VERIFY EXISTING HARDWARE FOR OWNER REQUIREMENTS. Sealer as recommended by tile manufacturer SECTION 09942 - PAINT -- LATCHSET F75 GRADE 1, BU11'S, - ____=•-- - ---- SURFACE CLOSER, SMOKE SEALS, DOOR SCHEDULE COMMENTS: 1, Interior Point SHEET rI l LE: KICKPLATE, STOP 1. EXISTING DOOR AT EXISTING CH-7: RESTROOM RATED CORRIDOR P-1: Sherwin-Williams, #SW 1121 Sundew (Basic Point) LATCHSET F75 GRADE 1, BUTTS, 2. NEW RATED DOOR AT lD # 9 ( ) SURFACE CLOSER, KICKPLATE, AL ALUM1NlJM P-2 Sherwin Williams, SW 1118 Frin ed Jacket Accent Point STOP EXISTING RATED CORRIDOR GL/AL ALUMINUM W/ TEMPERED GLASS P-3: Sherwin Williams, #SW 0005 Deepest Mauve (Accent Point) DOOR AND 3• NEW RATED DOOR AT NEW P--4: 1,herwin Williams, #SW 0041 Dard Hunter Green (Accent Pol,,f) FINISH H-8: OVERHEAD DOOR I RATED CORRIDOR AN ANODIZED #c q (, n ) EX EXISTING P-5: Sherwin Williams, ,JW 0045 Anti uarian Brown 4ccent � aint FF FACTORY FiNISH P-6: Sherwin Williams, #SW 1308 Artful Auburn (Accent Point) SCHEDULES DOOR TYPES FL. FLUSH _ _ __ _ _ FG FULL GLAZED -- - -� _ GL TEMPERED GLASS Note: Basic gypsum board walls to be eggshell finish, toilet room HG HALF GLAZED walls to be semi gloss finish, gypsum board ceilings to be flat finish HMK HOLLOW METAL KNOCKDOWN t. MFR MANUFACTURER Q P PAINT FIRST ISSUED: PF PREFINISHED LAST ISSUED: i d U S STAiN DRAWN BY: SC SOLID CORE WOOD CHECKED 8Y: SF STOREFRONT VP VISION PANEL SHEET ' K.D KNOCKDOWN A B C D EX EXISTING FLUSH FLUSH W/RELITE iTOREFRONT OVERHEAT) Cif1aR wimp A9"1 O = TEMPERED/ SAFETY GLAZING Milton Ct 1415U BUP2004-00070 24 of 29 JOB No' 2000358.05 PLAN CHECK. RESPONSE - 03.29.04 PERMIT/BID SET - 02.23.04 ;:915905\ARC„\05 DWO CIM 03/22/04 13 33 ' 141111-1 NOTICE: IF THE PRINT OR TYPE ON ANY til ill 11! III Iii 1111111 l I III I�I III 111111 I�l rl T�rtlrlll ►�! r ! I�I 111 III 1�11�i lig I�t I ! Ili IiI II' 1 it 11 iT 1 1�11�i 111'T i 1�i ij1 IIT 1(I 1�i I�1 I I s Iilil � li � I � 1 � 4r� 1 ► � _ � i1 �� ; IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _ _��1-�_ -- --- - =- - -� IT IS DUE TO THE QUALITY OF THE -_ __ -_ NoM - ORIGINAL DOCUMENT fi Z 8Z L1Z 9Z Z i�bZ Bc�I 6 t1� >6 t 8t �t T 4t t UT Zt Tt I t I 8 I L ,J T9 IIIII1IIII III► (III ►►���illlll.11l (III Illllllil Illl�lllllllll�llll Il Illtll�► IIII�I�I��I►I�►�il �lll�lll�llll ��l��llllil�lll ►Il�l��i�►��IIIII��►►111111�1►111�►�I�►��� lllt�ill�l��llLl X11►���1� 1111.1 1,111 ' I _ 111.111�1� . � Ell '24 Oln1 r_ » iL '^ .I n C P C ABBREVIATIONS GENERAL. STRUCTURAL NOTESCIO m DESIGN CRITERIA CONCRETE STRUCTURAL STEEL STRUCTURAL OBSERVATION _ AB ANCHOR BOLI no ADD'L- ADDITIONAL I. GOVERNING BUILDING LODE 1997 UNIFORM BUILDING CODE_, WITH 1. CONCRETE MIXES SHALL B(" DESIGNED BY A l)'IALIFIED TESTING LABORATORY 1. ALL W-SECTION SHAPES SHALI. CONFORM TO ASTH A992, OTHER NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK AFF ABOVE FINISH FLOOR U AMENDMENTS. AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO IS TO BE COVERED. ALT ALTERNATE O p 2. GRAVITY LIVE LOADS: CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT. ASTM A36. _-- _ _ APPROx APPROXIMATE ° ROOF 25 PSF .? AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 2. STRUCTURAL. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, ARCH'L/ARCH ARCHITECTURAL (SNOW BUILDUP IN ACCORDANCE WITH 1997 UBC APPENDIX CH 16) AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. GRADE B OR ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE _ ITEM DESCRIPTION - AT �,� ' 2 C FLOOR(S) PORTLAND CEMENT SHALL BE TYPE I OR TYPE 11 AND SHALL CONFORM TO SUBMITTED FOR APPROVAL. B/ BOTTOM OF TYPICAL FLOOR . 50 PSF PLUS 20 PSF PARTITION LOAD ASTM C150. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B 1. FOUNDATION - REINFORCING STEEL BLD/BLDG BUILDING (D 3. SEISMIC 3. ADMIXTURES MAY BE USED W17H PRIOR APPROb AL OF THE ENGINEER (FY = 46 KSI). - --- -- BLK/BLKG BLOCK/BLOCKING 0) 5 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . 3 SEALING THE MIX DESIGN ADMIXTURES USED TO INCREASE THE WORV'BILITY 4. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 2. PLYWOOD DIAPHRAGM - NAILING AND STRAPPING OF BM BEAM �0 Li� u Sc IMPORTANCE FACTOR 1 I.0 OF THE CONCRETE SHALL NOT BE CDNSIDERED TO REDUCE THE SPECIFIED 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALT_ CONFORM PLYWOOD DIAPHRAGM BOrT BOTTOM rCd .� BUILDING TYPE R (CONCRETE SHEARWALLS) . . . . . . . . . . . . . . . 4.5 MINIMUM CEMENT CONTENT. CALCILM CHLORIDE SHALL NOT BE USED. TO THE A[SC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - BRG BEARING SOIL TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sp 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989 EDITION, WITH 3. PLYWOOD SHEARWALLS - NAILING AND STRAPPING OF CJ CONTROL JOlrJT rI 0 n O�C•. 4. WIND PLYWOOD SHEARWALLS CENTER LINE > -w m FOOTINGS AND SLAB ON GRADE . 3000 PSI AMENDMENTS, AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL o BASIS' WIND SPEED . 80 MPH STRUCTURAL SLABS, BEAMS, COLUMNS, AND WALLS. . . . . . . 4000 PS! BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. _ CLR CLEAR � ry � �= � 4 � EXPOSURE . . . . . . . . . . . . . B MAXIMUM WEIGHT OF LIGHT-WEIGHT CONCRETE SHALL BE 115 PCF, 6. OPEN WEB STEEL JOISTS AND JOIST GIRDERS WITH THEIR BRIDGING, BRACING, CMU CONCRETE MASONRY UNIT { IM�'JRTANCE FACTOR I . . . . . . . . . . . . . . . . r . . . . . . 1.0 5 MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO END SUPPORT AND ANCHORAGE, AND ERECTION STABILITY AND HANDLING COL COLUMN - ACI 304R-85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STEEL- JOIST INSTITUTE CONC CONCRETE Ca ' AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS, LATEST CONN CONNECTION CLEANED. LAlTANCE AND STANDlfJ,- WATER SHALL BE REMOVED. EDITION. TOP CHOODS OF JOISTS AND JOIST GIRDERS SHALL CONSIST OF STRUCTURAL DEFERRED SUBMITTALS _ CONST JT CONSTRUCTION JOINT j CONT CON 6. ALL R:•INFORCING BARS, WELDED Vv7RF FABRIC, ANCHOR BOLTS, EMBEDDED ANGLES OR TEES. - PLATES AND OTHER CCNCRETE INSERTS SHALL BE WELL SECURED IN 7. SUBMIT STRUCTURAL DESIGN DRAWINGS AND CALl,ULA TIONS BOTH BEARING COCRD COORDINATE ( CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE .SEAL OF POSITION PRIOR TO PLACING COrJCrrt E. PROVIDE STANDARD BAR CHAIRS THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO CTR/CNTR CENTER THE PROJECT FOR THE DESIGN OF THE STEEL JOISTS AND JOIST GIRDERS. d PENNY (NAILS) 1 { AND SPACERS AS REQUIRED TO AA1NTAIN CONCRETE PROTECTION SPECIFIED. ) ARCH BEFORE SUBMITTING TO JURISDICTION FOR REVIEW �.� WITH HOOKS DURING CONCRETE 1r APPROVED DESIGN DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED AND PERMITTING DBL DOUBLE GENERAL "PULLING-UP" WELDED WIRE FABI. PLACEMENT IS NOT PERMITTED. TO JURISDICTION FOR REVIEW AND PERMITTING. CONTRACTOR TO - DBA DEFORMED BAR ANCHOR 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 7 CONCRETE COVE', PROTECTION FOR REINFORCEMENT BARS SHALL BE AS COORDINATE ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER DET/DTL DETAIL - NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOLLOWS: (SEE A.C.I. 318-95 SECTION 7.7 FOR CONDITIONS NOT NOTED.) LOADS WITH THE JOIST DESIGNER. ITEM OF DOUGLAS FIR Ca cr, i 114 EACH SECTION, NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 8. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD _ - _� _- DIA/0 DIAMETER Z W I PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS B. CONCRETE EXPOSED TO EARTH OR WEATHER: D1.1 LATEST EDITION. ELECTRODES FOR SHOP ANDFIELD WELDS SHALL 1. ENGINEERED WOOD TRUSSES AND JOISTS DIAPH DIAPHRAGM I L. S BEFORE CONSTRUCTION. BARS 6 AND LARGER 2" CONFORM TO AWS A5.i OR AWS A5.5, CLASS E70XX. SUBMIT -�- -- ____ DIM DIMENSION ` 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSI E # • • • • • • • . . • • • • • • • . . • • • i THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . 1 1/2" SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL FOR FPPROVAL. 2. CONCRETE MIX DESIGN DL DEAD LOAD �' EXPOSED TO WEATHER OR IN CONTr,:,T WITH GROUND: 9. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE _ DWG DRAWING f INCONSISTENCIES. C. CONCRETE NOT r 1 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL SLABS, WALLS, JOISTS - #11 BARS AND SMALLER. . . . . . . . . . 3/4" CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF E/ EDGE of DRAWINGS. BEAMS, COLUMNS - TIES. STIRRUPS, SPIRALS . . . . . . . . . . 1 1/2" THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLI_- AND EA EACH 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 8. REINFORCING STEEL FOR CON,,RETE SHALL BE GRADE 60 AND SHALL CONNECTION TO BE MADE. EF EACH FACT _ UNIFORM BUILDING CODE WITH AMENDMENTS. CONFORM TO ASTM A615 AND A70C FOR WELD TYPE REINFORCING STEEL. 10. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE E[FS EXTERIOR INSULATION Project ,-- FINISH SYSTEM 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: REINFGI?CING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. SPECIAL INSPECTION NORTHWEST A SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. CUT UNLESS INDICATED ON THE r )NTRACT DOCUMENTS OR APPROVED BY ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD ELEV ELEVATION - WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE ELECT ELECTRICAL MEDICAL B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING THE STRUCTURAL ENGINEER. r IN ACCORDANCE WITH UBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE ENGR ENGINEER TEAMS 1 PARTITIONS. 9. WELDING REINFORCEMENT BAR' V APPROVED BY THE STRUCTURAL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD SPECIAL INSPECTION AND STRUCTURAL OBSERVATION UNDER THE DIRECTION OF C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, ENGINEER, SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD WELDING COMPANY. THE ENGINEER OF RECORD, SEE THE SPECIFICATIONS .AND DRAWINGS FOR EQ EQUAL INTERNATIONAL DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, D1.4, LATEST EDITION. E70XX ELECTRODES SHALL dE USED IN WELDING 11. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS ADDITIONAL. REQUIREMENTS FOR INSPECTION AND TESTING. EW EACH WAY OR APPROVED EQUAL AND SHALL. 9E MADE FROM LOW CARBON STEEL EXIST EXISTING INSERTS, ETC. A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. ( )� ' D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END-- - - -- - - EXP JT/EJ EXPANSION JOINT SHOWN. CONFORM TO THE RECOMMENIDATIONS OF THE A.C.I. DETAILING MANUAL, WELDED 'A71'1-1 SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. ITEM PER CHAPTER 17 DESCRIPTION TYPE EXT EXTERIOR E. FLOOR AND ROOF FINISHES. AC! COMMITTEE 315, 1988, WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE - - - --- F/ FACE OF rB FLAT BAR F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. 11. GROUT SHALL BE NON-SHRINKABLE 6<'U7 ;ONFORMING TO ASTM C1107 NELSON STUD WELDING COMPANY. 1. CONCRETE - STRUCTURAL CONCRETE CONTINUOUS G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AND SHALL HAVE A SPECIFIED CJMPRESSIVE STRENGTH AT 28 DAYS OF 12. WELD FILLER METAL. SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS _ __ FIN FINISHED 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. OFAT LEAST 20 FT-LB AT 70' F., FOR ALL SMRF AND EBF FRAMES. 2. BOLTS INSTALLED - WEDGE ANCHOR INSTALLATION PERIOC:C FLR FLOOR FOLLOWING: 12. FORMS FOR CONCRETE SHALL BE LAID OIJI AND CONSTRUCTED TO PROVIDE 13. THE METAL OF THE BEAMS AND COLUMNS FOR ALL SMRF AND EBF FRAMES IN CONCRETE WHERE INDICATED ON DRAWINGS FND FOUNDATION H TOUGHNESS OF AT LEAST 20 FT-LB AT TC A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, FOR THE REQUIRED CAMBERS/SLOPES. SHALL HAVE A CHARPY V-NO - ALL EPDXY ANCHORS FS FAR SIDE FT FEET/FOOT I ETC., EXCEPT AS SHOWN OR NOTED. 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB 70' F FOR ALL SMRF AND EBF FRAMES. _ B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. THICKN'_SS AND SHALL_ BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, 14. SUBMIT A WELDING PROCEDURE IN ACCORDANCE WITH AWS DIA, 1996 3• REINFORCING - REINFORCING STEEL PLACEMENT PERIODIC FTG FOOTING C. CONCRETE INSERTS FOR FIXTURES. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS EDITION AND MANUFACTURER'S RECOMMENDATIONS FOR ALL SMRF WELDS STEEL !N FOUNDATION ANU TILT WALL i I GA GAUGE TO THE ENGINEER FOR REVIEW - - GLB GALVANIZED C. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR OR PIPES SHALL BE AVOIDED EXCEPT WH--RE DETAILED OPENINGS ARE PANELS GLB GLU LAM BEnM s BOLTS FOR MOTOR MOUNTS. PROVIDED,7. MET HODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE HDR HEADER E 4. WELDING - ALL FIELD WELDING PER CH.4PTEr' HORI7_/HDR i 1�RIZONTAL RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT STRUCTURAL WOOD - ALL SHOP WELDING 17, UBC HOB HIGH STRENGTH BOLT I ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF --- - OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. CONDITIONS NOT SHOWN ON THE DRAWINGS. 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL 5. PLYWOOD - ALL NAILING AND STRAPPING PERIODIC HVAC HEATING, VENTILATION AND 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT CONFORM TO CHAPTER 23 OF THE UBC. DIAPHRAGM OF PLYWOOD DIAPHRAGMS AIR CONDITIONING THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING HWS HEADED WELD STUD ID INSIDE DIMENSION CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES 16. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS--ON-GRADE AS SPECIFIED -FABLES, UNLESS NOTED OTHERWISE: 6. PLYWOOD - ALL NAILING AND STRAPPING PERIODIC NECESSARY TO PROTECT THE STRLJC'rURE, WORKERS AND VISITORS DURING SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY FRAMING MEMBERS DOUGLAS FIR-LARCH (NORTH) PORTION OF SHEARWALLS OF PLYWOOD SHEARWALLS I IF INSIDE FACE Y ''INSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMI fED TO, RECTANGULAR .AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG TABLE 23--[V-V-1 (UBC) _- - INT INTERIOR BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT EXCFFDING 15'-0" ON PLYWOOD . . . . . . . . . . . . . . . . . . . . . . . . TABLE 23-111-A (UBC) JST JOIST BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE CENTER 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH L ANGLE ITEMS. EXTERIOR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR LB LAG BOLT MASONRY LL LIVE LOAD 9. OPENINGS, POCKETS, ETC. SHALL. NOT BE PLACED IN STRUCTURAL ELEMENTS CONSTRUCTION AND INDUSTRIAL PLYWOOD. LLV LONG LEG VERTICAL UNLESS SPECIFICALL( DETAILED OR APPROVED BY THE STRUCTURAL LIG.­fT GAGE STEEL FRAMING _ 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. 1. MASONRY UNITS SHALL BE GRADE N HOLLOW CONCRETE UNITS CONFORMING LONG[T '_ONGITUDINAL ENGINEER. 5. FRAMING MEMBERS SHALL CONFORM 70 THE FOLLOWING GRADES: TO THE REQUIREMENTS OF ASTM C90. ALL MASONRY ASSEMBLY SHALL_ MAS MASONRY DEVELOP A MINIMUM 28-DAY COMPRESSIVE 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE 1. LIGHT-GAGE STEEL SHALL CONFORM TO: STUDS . . . . . . . . . . . . . . . . . . . . . . . . DF-L, STUD OR BETTER STRENGTH F'M AS FOLLOWS' �--� DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ A. ASTM A 653 SS GRADE 50, rl_ASS 1 OR CLASS 3 (Fy = 5C ':Sl) PANELIZED ROOF SUBPURLINS . . . . . . . . . . . . CF-L, #2 OR BETTER MAIL MATERIAL C•T U EXTERIOR BASEMENT WALLS . 2500 FSI MAX MAXIMUM �`R�•" p.?. OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DLSIGN STRENGTH. FOR 0.0538 INCH TF -'-1 0.1180 INCH THICKNESS. PLATES . . . . . . . . . . . . . . . . . . . . . . . . DF-L, ,¢2 OR BETTER NON BEARING INTERIOR WALLS . . . . . . . . . . . . . . . . . . 1500 PSI i1. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALT_ APPLY THIS DETAIL B. ASTM A 653 SS GRAU� 13 (Fy = 33 KSI) FOR 0.0179 INCH 6. 1997 UBC TABLE 23-11-B-1, NAILING SCHEDULE, SHALL GOVERN UNLESS MB MACHINE BOLT MASONRY UNITS SHALL_ HAVE THE STRENGTHS SPECIFIED IN TABLE 21-D MECH MECHANICAL. v e IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER THROUGH 0.0451 INCH THICKNESS. MORE RESTRICTIVE TIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. AND SHALL NOT BE INSTALLED PRIOR TO ATTAINING THE REQUIRED OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. MFR MANUFACTURER 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT'-GAGE STEEL L 7. SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL 28-DAY STRENGTH. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. MIN MINIMUM FRAMING SHALL CONFORM TO UBC SECTIONS 2217 AND 2218 AND AISI BE PRESSURE TREATED. 2. MORTAR FCR REINFORCED MASONRY SHALL CONFORM ASTM C270. SPECIFICATIONS 8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT, M]SC M[SCELLAr _ODS ,itsy�yv, �•rol I' MORTAR SHALL BE TYPE S. NIC NOT IN CONTRACT % „ 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, DEPENDING ON BOLT SIZE. FOUNDATION 3. MORTAR SHALL BE MIXED BY MECHANICAL. MEANS AND PROPORTIONED BY N0./# NUMBER , CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICE AND OTHER 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. DIA, FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHL--RWISE. ACCUP,ATE MEASUREMENT ACCORDING TO UBC TABLE NO 21 -A. SHOVEL NOV NOMINAL 1. THE SUBSURFACE INFORMATION AND FOUNDATION GcSlG1J ARF BASED ON MEASUREMENT W(LL NOT BE ALLOWED. I GEOTECHNICAL CONSULTANTS, 4. INSTALL BRIDGING/BLOCKING IN LIGHT-GAGE STEEL STUD WALLS IN 10. BOLTS USED IN WOOD SHALL BE A307. NS NEAR SIDE IBES !} A REPORT PREPARED BY -- � 4. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM C144. NTF NOT r0 EXCEEDREPORT DATED DATED _ _ THE CONTRACTOR SHALL PERFORM ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS 11. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. 5. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476-99, NTS NOT TO SCALE O CROUP AIACKENZIE 2UU3 EXCAVATIONS, FOOTING CONSTRUCTION AND PREPARATION OF THE SUB GRADE SHOWN IN THE DRAWINGS. 12. EACH GLIJ-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING C ALL RIGHTS RESERVED WITH A 28-DAY COMPRESSIVE STRENGTH PER TABLE 21-D. nC ON CENTER ` T A ON GRADE T ACCORDANCE WITH THE RECOMMENDATIONS 5. WELD LIGHT-GAGE STEEL FRAMING CONNECTIONS, EXCEPT WHERE SELF- NUMBER Ar'D SHALL BE .ACCOMPANIED BY A CERTIFICATE OF INSPECTION THESE DRAWINGS ARE 'HE PROPERTY C UNDERHE SLAB 6. AGGREGATE FOR GROUT FOR MASONRY SMALL CONFORM 70 ASTM 0404. OD OUTSIDE DIAMETER CONTAINED 1N THE GEOTECHNICAL REPORT AND THE PROJECT SPECIFICATIONS. DRILLING SCREWS ARE SPECIFIED. CERTIFYING THAT THE MEMBERS MEET THE 1997 UBC REQUIREMENTS. SUCH GROUP R REPRODUCED AND ARE NOT Nu EI 7. SPECIAL INSPECTION OF MASONRY WILL BE PAID FOR AND PROVIDED BY OF/OSF OUTSIDE. FACE USED OR RPRIOR WRITTEN IN ANY MANNER y 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A.P.A. wlTHour PRIOR WRITTEN PERMI551ON 2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN CESIGNED FOR AN THE OWNER FOR THIS STRUCTURE. OH OPPOSITE HAND CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. 13. GI_U-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V4 (DF-L) ��-'--- ALLOWABLL SOIL-BEARING PRESSURE OF -_ PSF. 8. COMPLY WITH UBC SECTIONS 2104 AND 2105 - CONSTRUCTION OPNG OPCNING REVISIONS: 'r 3. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER 7. DESIGNATIONS OF COLD-FORMED, LIGHT-GAGE STEEL SHAPES REFER TO INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON REQUIREMENTS AND QUALITY CONTROL FOR MASONRY. PJ PANEL JOINT z2 usT FROM THOSE DESCRIBED IN THE G THOSE DESCRIBED IN 1CBO EVALUATION REPORT 4943P OF THE METAL STUD PLAN. 20 GEOTECHNICAL PEPORT HALL BE 1 9. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING R PLATE u,F REVISION REVISION EDn1oN REPORTED TO THE STRUCTURAL ENGINEER AND/OR GEOTECHNICAL MANUFACTURERS' ASSOCIATION. 14. ALL SUSPENDED LOADS FROM SUBP.,RLINS ARE PROHIBITED WITHOUT PRIOR s- THIS CLOSING DATE 8. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS APPROVAL FROM ENGINEER. TO ALL PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. PLB PARALLAM BEAM WE SHEET ENGINEER BEFORE FURTHER CONSTRUCTION 1S ATTEM`-TED. 10. PROVIDE HORIZONTAL BOND BEAMS AT 4'-0" O.C. WITH (2) #4 CONTINUOUS, PLYWD/PLY PLYWOOD - 4. CONTRACTOR WILL PROVIDE FOR UE-WATERING OF '_XCAVATIONS FROM OR, WHERE NO SPECIFIC MAKE 1S GIVEN, SHALL BE RATED BY THEIR 15. ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED UNLESS NOTED OTHERWISE ON THE DRAWINGS. MANUFACTURER AS r )SSESSING DESICN LOAD CAPACITIES IN SHEAR AND EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR PNL PANEL ` r INC3/10/04R EITHER SURFACE, GROUND, OR SEEPAGE WATER. 11. REINFORCEMENT PLACED IN BOND BEAMS SHALL. BE LAPPED A MINIMUM OF Pg POUR STRIP 2 IN PROGRESS 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW TENSION AT LEAST EQUAL TO THOSE PUBLISHED IN ICBG EVALUATION BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED ( )40 RAR DIAMETERS AT SPLICES. PROVIDE CORNER BARS OF EQUIVALENT PSF POUNDS PER SQUARE FOOT REPORT NO. 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION ON PLANS AND DETAILS. TL CONSTRUCTION SHALL BE REMOVED. THE M AND SHEARWALL SHEATHING NAILING !S LE`'`' SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND INTERSECTIONS OF PSI POUNDS PER SQUARE INCH FOR E SCREW SIZE SPECIFIED. 16. WHERE DIAPHRAGM SS THAN 3" WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. PT PRESSURE TREATED E. SITE PREPARATION AND OVEREXCAVATION/RECOMPACTION OF SOILS SHALL ON CENTER USE 3x FRAMING AND STAGGER NAILING PER SHEET S1.1 UON. -+-----BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS PRESENTED IN 12. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH t REF REFERENCE_THE SOILS REPORT REFERENCED ABOVE. - (2) #5 x OPENING WIDTH PLUS 4'-0" AT HEAD 7 CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL REREINFORCINGREQUIRED - (1) #5 x OPENING HEIGHT PLUS 4'-0" AT EACH JAMB REQ/REQ'D REQUMIRED �_-^~•- �� CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE 13. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS TO REV REVISION EARTH BANXS. MATCH SIZE AND LOCATION OF VERTICAL MASONRY' REINFORCEMENT. LAP ENGINEERED WUUU TRUSSES & JOISTS SCH/SCHED SCHEDULE SHEET TITLE: DOWELS AND VERTICAL REINFORCEMENT (48) BAR DIAMETERS. SHTG SHEATHING 14. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. SIM SIMILAR ' LAMINATED WOCD WEB JOISTS AND TF'USSES SHALL CONFORM TO ICBG 15. PROTECT ALL MASONRY UNITS, STORED AND ERECTED AT JOB SITE, FROM GENERALT CEMENTITIOUS UNDERLAYMENT (GYPSUM TOPPING) REPORT NO. PFC-4354 AND THE GEOMEli,Y AND LOADS INDICATED ON SLV SHORT LIG VEF`HE DRAWINGS. TRUSSES AND JOISTS SHALL BE DESIGNED AND SEALED THE ELEMENTS. SMS SHEET METAL SCCREWREW BY AN OREGON REGISTERED CIVIL ENGINEER RETAINED OR EMPLOYED BY 16. PROVIDE CONTROL JOINTS PER ARCH, OTHERWISE PLACE JOINTS AF SP/SPA SPACE(D)(S) STRUCTl1RAL 1. CONTRA(-TOR SHALL BE RESPONSIBLE FOR COnRDINATING INSTALLATION WITH 20'--0" OC MAX. SEE SHEET S1.1 FOR JOINT DETAIL. SPEC SPECIFICATION RELATED TRADES 7"0 ASSURE ADEQUATE FLOOR PREPARATION AND PROTECT' THE MANUFACTURER. SUBMIT SEALED CALCULATIONS FOR REVIEW PRIOR 5TAGG STAGGERED NOTES SURFACE FROM DAMAGE AFTER INSTALLATION. CEMENTITIOUS UNDERLAYMENT TO FABRICATION INDICATING DESIGN LOADS, STRESSES, DEFLECTIONS, STD STANDARD SHALL BE INSTALLED AFTER COMPLETION of DRYWALL. TAPING AND TEXTURING, CONNECTION HANGERS AND ASSUMED HANGER/LEDGER BEARING CONDITIONS, CONTRACTOR TO COORDINATE ALL MECHANICAL, ELECTRICAL, PLUMBING 2. CEMENTITIOUS UNDERLAYMENT SHALL BE INSTALLED BY MANUFACTURER STIFF STIFFENER CERTIFIED AND APPROVED WORKERS ACCORDING TO MANUFACTURER'S AND SPRINKLER LOADS N.'ITFI THE T SUSS AND JOIST DESISNER(S). T/ TOP AND BOTTOM 2. CONTRACTOR IS RESPONSIBLE FOR ERECTION METHODS, TEMPORARY T/ TOP OF RECOMMENDATIONS. INTERIOR SPACES SHALL BE VENTILATED AND HEATEDTHK THICK(NESS) TO MAINTAIN MINIMUM 50 DEGREES F DURING PLACING AND CURE. BRACING AND SHORING, AND INSTALLATION OF MANUFACTURER'S - ' DESIGNED PERMANENT BRACING SYSTEMS. 7L TOTAL LOAD MINIMUN COMPRESSIVE STRENGTH OF CEMENTITIOUS UNDERLAYMENT SHALL BE 2000 PSI, WITH JOB SITE SLUMP TESTS USING 2 INCH MOLDS RESULTING 3. MANUFACTURER'S TECHNICAL REPRESENTATIVE SHALL MAKE A r LEAST TN TOE NAIL FIRST ISSUED: ONE SITE INSPECTION AFTER ERECTION AND PRIOR TO ROOFING. TRANSV TRANSVERSE IN 8 INCH DIAMETER PATTIES. TESTS IN ACCORDANCE WITH ASTM C472 LAST ISSUED: 4. FABRICATE TRUSSES 1'0 COMPLY WITH TPI DESIGN S 4. MINIMUM THfCKNESF OF CEMFNTITIOUS UNDERLAYMENT IS 3/4 INCH, OR AS SPECIFICATIONS TS TUBE STEEL QRA'JVN BY: DRAWINGS. AND NDS REVISED 1997 EDITION. TYP TYPICAL NOT" ON THE UON/ONO UNLESS OTHERWISE NOTED 5 '',TOR IS RESPONSIBLE FOR LAYOUT OF CONTROL AND CONSTRUCTION VERT VERTICAL CHECKED BY. ') MINIMIZE CRACKING, WHERE CRACKING OCCURS TO SUCH EXTENT W/ WITH SH FLOORING IS AFFF..CTED, CONTRACTOR SHALL_ REPAIR UNDERLAYMENT WD WOOD SHEET T' t OMh;(1DATE FLOORING SPECIFIED. WF WIDE FLANGE SEAM W/O WITHOUT WWF- WELDED WIRE FABRIC s .O fAiRon Cl 14150 BUP2004-00070 °i 25 of 29 Joe N0 2000358.05 PLAN CHECK RESPONSE - 03.29.04 _-_-- 7-7 PERMIT/BID SET - 02-23.04 0003500S' ".:T\05-S10.Diol: AMD 07!10/04 In 13 1 101 ' ..,.Y,.•,.y,...gn..rr..x...y.,.,:ulM'r° .. .. .. _ - ' ..r iiiiii ,. I p 12 I _ ___1_�l_______ � _ -c l__' _�_'_ _ VIIMAGE : NOT AS CLEAR T THIS NOTI('E, 1II I II 1 1 1 (I TI T T I 1 1 1 1 1 1 I I I II 11 I I I I ' II I II I I I I III 111 I I I I I I I I 1 I I I I I I f I I [ I 1 1 1 NOTICE: IF THE PRINT OR TYPE ON ANYI I I I I I I I ! I ! I' I ! I ! I' I ! ! ! I I ! I I ! 3 5 6 7 1 IT IS DUE TO THE QUALITY OF THE r _ -_ -_ _ _ N"30 O' ?'` ''',,,�yWsv x" ORIGINAL DOCUMENT T TII ,III Iii!IIIII!II IIIIIIIII IIIIIIIII II!I!IIII�IIIIIIIII�III ►IIIIII�!I!I !III�IIIIIIIU�IW llu► Ill�.11lll I I �llilllllllllllllll!!IINIII ,;i 4 4. f ry r r: bN ' „F CJl RI o• c � J) 11„ r•1 f. N 4•Q 7 Q Ck ® -' � Y7 uy 0) M C) ti i Q 4; o tom - 00 �LJOad ti co uj Q CO= �14vpW C m� I �O A 90 DEGREE BENDS � Ln 4d OR 2 1/2" MIN OFFSET W i t n 3 r, ?�D . .- �• 6d OR � v) ) 3" MiNa J p ,n 6 135 AND 180 DEGREE BENDS " 0 0 � 0�' C_j- - - 4^? 1} -_ REBAR SIZE 1) 3-THRU #8 6d - 4. 9 THRU 11 hd C 45 DEGREE BENDS '4 & 'e 'Od #3 THRU # TIES }d 4 TYPICAL REINFORCING BAR BENDS c 51,1 NO SCALE 0dr 09= i Z LUr 1'--6" MIN NOTE: PIPES SHALL NOT PASS REiNF STEEL STD LAP PER STD HOOK PER THROUGH COL, COL FTG S(E) Si--,�-- �--`-a OR UNDER COL FTG (E. DET 12/S1.1 DET 4/S1.1 _ I _ - 7 DIGGING FOR PIPE TRENCH -- -� PARALLEL TO FTG SHALL- NOT F'roler_t ,h o TYP VERT BAR cn � EXTEND BELOW THIS LINE NORTHWEST 11 (AT WALLS) ' 2 MEDICAL PIPE PARALLEL TO FTG TEAMS \--STEEL QA • INTERNATIONAL PLATE OR ANGLE �ELE ATYPEONE LAlj R REINF 4 MIN PIPE SLEEVE. REINF PER 1/S1.1 QEVEL GROOVE WELD FLARE_ V GROOVE WELD 0 PIPE TO CLEAR SLEEVE 4 EXTRA TYP VERT- BY 1/2" ALL AROUND STD LAP PER STD HOOK PER -� BARS (AT WALLS) i } - BAR MIN WELD SIZE LENGTH IN INCHES NOTES: DET 12/S1.1 DET 4/S1.1 - OF "FULL SIZE" WELD 1. USE E70XX ELECTRODES FOR I` TYPE A� TYPE B - _ Aa 0' --' � _ 0 # (E)=0.4S (E)=0.6S TYPE A TYPE B GRADE 40 STEEL. I�-� r TYP - 2. USE E90XX ELECTRODES FOR -' 3 3 16 .3132 1 8 _2 1 1 2 GRADE 60 STEEL. `� 2 4 114 118 532 2 �2 I 112 3 PERIODIC INSPECTIONS REO'D (4) TYP VERT �TYP GRADE BEAM F 5 5/16 1/8 3/16 3 1 112 ' FOR #5 BARS AND LESS ONLY 1. BARS (AT WALLS) t 6 318 5/32 11/4 3 112 2 1 4. MATERIALS, QUALIFICATIONS OF t \\ - O-1/7 7 7/16 3116 9132 2 WELDING PROCEDURES AND O'-TIONS - 8 1 2 7 32 5/16 4 1 2 2 1 2 WELDERS ARE TO BE VERIFIED A 9" MIN ' 9 9 16 L 11 32 5 2 1 2 BY THE SPECIAL INSPECTOR TWO LAYERS REINF THIS CONC SHALL BE B/ FTG 10 5/8 114 318 1 5 iL_ 3 PRIOR TO THE START OF WORK. B SAME WIDTH AS FTG s WELDING OF REINFORCING STEEL o9 REINF AT CONCRETE WALL AND _ 0 10 PIPING AT GRADE BEAMS _ Q �.� N°SCALE l-1 FOOTING INTERSECTIONS NO SCI�LE S1.1 AND FOOTINGS NO SCALE o s� ft e sr BAR-LOCK MBT MECHANICAL COUPLER --BARSPLICE PRODUCTS BAR- GRIP COUPLER (COLD-SWAGED -OVERSIZED HOLE IN TRACK - -�� MF^HANICAL SPLICE) 1/8 1 1/2 TO ALLOW INSTALLATION TOLERANCE ---ERICO LENTON TAPERED FLANGED COMPONENT DOWEL-IN COMPONENT BAR LENGTH (DON) IN INCHES =-�`�--f - _ -� THREAD COUPLER WITH FEMALE THREADS WITH MALE THREADS - ---ice'._ r�. F'c=--3000 PSi F'c=4000 PSI F'c-5000 PSI 1/8" THICK A36 STEEL WASHER SIZED TO #3 21 18 16 NOTES: I I COMPLETELY COVER L UI FABRICATED �y G� #4 28 24 22 1. EITHER THE BARSPLICE PRODUCTS BAR-GRIP COUPLER, THE ERiCO LENTON TAPERED I REO RED SIZE OF OVERSIZED HOSE (,1 1/2 _ THREAD COUPLER OR THE BAR-LOCK MBT COUPLER MAY BE USED TO SPLICE REBAR. I ` ,r�r'✓"' xt 1/2" MIN) #5 35 30 27 COMPLY W/ ICAO REPORTS N0. 3848, 3967 OR 5064 RESPECTJVELY. FOLLOW FLANGE ATTACHES I I LAFTER FORMS ARE TWO PART DOWEL COMPONENTS ,.i #6 X12 36 33 MANUFACTURER'S RECOMMENDAT1gNS, TO INSIDE OF FORM I I STRIPPED DOWEL-1N SPECIFIED SIZE FOR REBAR '�.. - 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY K USED EXCEPT THAT THE I I COMPONENT THREADS #4 #5 #6 r i { �- 600ST16 TRACK, TYP UON #7_ 49 42 38 ERICO LENTON P8 COUPLER MAY USED ONLY IN COMPRES:ION SPLICES W/APPROVAL INTO FLANGED COMPONENT -•----- - ---�,�-� MANUFACTURER OF THE ENGINEER. t z 0 z z 0 z ?z 0 z - #8 59 51 46 AND I v: w w w w w Uj I _ 3. SPLICES MUST HAVE .STRENGTH IN EXCESS OF 125% OF THE SPECIFIED YIELD STRENGTH BRAND NAME w o 0z z Q z z 0 t- `�`-- ' :^.B 2'-0" OC w w z U i�o 2-0 ,,�o z o C';OUP MAr,KENZIE 2003 / #9 74 64 58 OF ASTM ,4615 GR. 60 REINFORCING BAR. zn 3n 4a 3n w Q ALL RIGHTS RESERVED 0� wt ' 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF THE ICBG REPORTS IS REQUIRED. 00 L-C) 00 wa 00 U-0 THESE DRAWINGS ARE THE PROPERTY .; #10 94 82 75 NOTES: U �� v U U �� CROUP MACKENZIE AND ARE NOT TO B 5. 1N GRADE BEAMS SPLICE TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER , USED OR REPRODUCED IN ANY MANNER. ;. 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS W17HOUT PRIOR WRITTEN PERMISSION #11 116 t0U 90 SUPPORTS. RICHMOND DOWEL 4 4 5 5 6 �lO NOTE: 6. IN BEAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE TOP BARS AT MIDSPAN AND LISTED AT RIGHT MAY BE USED TO REPLACE ORDiNARY DOWELS BAR SUBSTITU NON # # # # # #6 THIS DETAIL IS INTENDED SPLICE: BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS SPECIFIED IN THE DRAWINGS. REV;SIONS: t LENTON FORM _ FOR USE AT STEEL STUD 7. IN SHEAR WALL 30UNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES SPLICE 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE ICBO REPORTS. SAVFR #4 #4 #5 #5 #6 #fi oa iaST SHEAR WAILS AS INDICATED NOTE: SPECIAL INSPECTION IS REQUIRED. ,n� RE115ION REVISION EDI110N VERTICAL BARS WHERE CONVENIENT. STAGGER 509 OF SPLICES AT LEAST 24" 5- THIS CLOSING DATE IN THE DRAWINGS. WHEN TWO BAR SIZES ARE SPLICED, 3. TWO-PART DOWEL COMPONENTS MUST BE OF SPECIFIED LENGTH DAYTON-SUPERIOR �w ;HEI r 8. IN COLUMNS, OPTIONALLY, IN LIEU OF IAP SPLICES, SPLICE VERTICAL BARS WITHIN THE D-5O DOWEL BAR #5 #5 #fi #6 #% #7 - U_E� LAP LENGTH OF SMALLER BAR CENTER HALF OF A COLUMN'S HEIGHT. STAGGER SO% OF SPLICES AT LEAST ?.4 AFTER ASSEMBLY, REPLACF_MENT 3%10/04 1f TRACK ATTACHMENT TO CONCRETE 12 TYPICAL LAP S_PLiCE 13 MECHANICAL REBAR COUPLERS 14 TWO PART DOWEL SYSTEM ?, ,IN PROGRESS �.� SPECIAL CONDITION N1 SCALE 51.1 1 1/2" = V-0" 0 51,1 NO SCALE o1 I/2"=1'-O" o 5�.1 r 1 ►- tr, TRACK BLOCKING W/ 1 1/2" FLANGES, SIZE & GAGE TO MATCH STUDS. LOCATE \ iN EVERY 4TH SPACE FOR STUDS 0 24" OC, & IN EVERY 6TH SPACE FOR STUDS SHEET TITLE: 16" OC, & 0 EACH END OF- WALL. LT GAGE STUD------ GENERAL � .�. NOTES SHTG PER SPECS r • , , #10 SMS AS SHOWN, SEE SPECS FIRST ISSUED: LAST ISSUED: 16 GAx2" CONT GALV STEEL FLAT STRAP CHECKED BY: y NOTES: SHEET 1. INSTALL BRACING ROWS 0 3'-0" OC VERT SP, UON. 2. DON, INSTALL STRAP ON SIDE W/ NO SHTG AT 15; LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY. INSTALL STRAP ON BOTH SiDES WHERE NO SHTGsial IS PRESENT. Milton Cl.14150 16 STUD WALL LATERAL BRACING CA N BUP200400070 26 of 29 S'11 LOCA fiON`_; W/ NO SHEA THiNG OR SHEATHING ON ONE SIDE NO ;CALF i� 1O1oe N0' 2000358.05 PLAN CHECK RESPONSE - 03.29.04:- PERMIT/BID SET - 02.23.04 V OS FRA „ � ', J Ibt5 '0 .. ' 1' .. .: ,.:.... ,: ..., :.: ,... ...xa, ..,_....., '+.•.. .. ,. rrr ..- -. .:.,Ce-" . .,.. _,. .,am uaVi, '�` ..�.w„"'a„'?�!n" . m. .. .'w' w. . isle .. _. .. ,..,.. Ta... .:.,r.. .-•.,,... " , .„ :.......-,,,,...... ,,.. .,... . ARNlGRa�rxw.x. .. ;Mar'.•-, w+Yta1w pc..ya :_.�, tF.i, , .as..,«+s n»,..a,... wr -M.,.- ::: _ IMAGE IS NOT AS CLEAR ASTHIONANY r>�1�riilijili iIf1111 1�111r 111.1 111 i�1 fill 111,17 tLr�l�r�ljlir 1 1�III�1 1�11I�1 I�II1�I 1�t11 I I�III�I I�ill�l 11;1111 llIlf 1 i�I�1�1 111 Iii I�Ilrii I�TI 1�IIIJi ISI 11111 I NOTICE IF THE PRINT OR TYPES NOTICE, � I _��� � G .__.._-I--�I- -� I� -.._ I� i I I-s� IS� _�_. �1_I I_. ��� - _-� ..11 -_� --�J •�(�_41- IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ No 34 ORIGINAL DOCUMENT - T' -- _ AtiIIII �0 S 8�L 8 L" L Z 9r7r 9�Yv b L S�YZ TL O�L 8�`61T L� 119 T 9�T I�T I^I8�[ I L T ' T T I �T I �B I I IT�I L �T a sue ...... - ----- TNI LIN II!! IIII�IIlI �,��I�►�� ►�„I�,►��►�►I���� ����i���� ►��� �►►� i����►�►� �,►�I���► ,��►l�il� ���►I��►, �►���►iiil�ii�►,,, �,���. .�I„�I�►►� ���►i►��� !1!1111!1 Iiii,Nll ►���I���► I�►��,►� ������►� ►ii►li �l ����11111 lull llll�lllL�llllllWWllLIl1�wl��u��«,���►��1� . `S. j., t S. ;j 7 \ rJl U U-) CO CJ1 QI a N � rn ll. r�N w wa r QD "U (J p 0 9D r, t .1 O a � P - 50'-0" - 0'-0" 25' 0" 20-0" dL 30'-0" - - 30'-0" l - - - '� C Od j "' '0 r3 inJ LL d UJ 1. o 4 4 t CID _. Cm 1 lZ L M I II 4 /,02 58.1 Project fI NORTHWEST TEAM INTERNATIONAL II , A' I II I ,I 1 40 MII � I i I J - I � I � A I� 4 I II 5 S8.1 S8.1 COL. b - — -- - - -- -- --_ - - - -- - -- - - O y + 5 S8.1 I SIM 4) - -- - - _—1 - _ --, - A9i� Th � •,✓ '�/�IU 46 J/ rI4Fh 1.1�107 r.. Cr GROUP iGHTIE ERESERVED ER ED *1HESE URAW1NGSARE T E PROPER-,Y Jr GROUP MACKENZIE AND ARE NOT TO BE 1 ^ 1 I I USED WITHOUT RPRIOR WRITTEN PERMISSION �I I REVISIONS: 6 o U UST in REVIS.ON REVISION EDF ION I 5!zTMS CLOSING DATE i Lw SHEET 1 03/10/04 2 IN PROGRESS 2 FIRST FLOOR WH FOUNDATION PLAN_ 2 FIST FLOOR OFFICE FOUNDATION PLAN --�--F — - 52.1 1j8„_.1'--0” �2. l � PLAN NOTES KEYNOTES LEGEND SHEET T1 ILE: FOOTING SCHEDULEFIRST • LOCATE CENTERLINE (-F FOOTING AT CENTERLINE OF 1. EXISTING COLUMN. TYPICAL U.O.N NOMINAL SIZE STEEL REINFORCING + COLUMN AND/OF WAILS, U.N.O. 2. EXISTING CONCRETE WAIL PANEL FLOOR_ MARKREMAPI<S • CONTRACTOR VERIFY EXISTING CONDITIONS 3. TS 8X8X)J6 STRONG BACK EACH SIDE OF EXISTING CONCRETE WALL PANEL c .�1 WIDTH LENGTH f_PTH If1 , LONGITUDINAL - -__ NEW OPENING SEE DETAIL 20/S8.1 FOUND`'A mON A 1'-0" CONT O'-IO" #44 1 122"" O OC (2) 4 4. NEW OPENING IN CONCRETE WALL PHNEL, PLAN SEE ARCH. DO NOT OVER CUT CORNERS. 5. DOCK LEVELER PIT, SEE DETAIL I/S8.1 EXISTING WOOD BEARING WALL. 6. CANOPY FOOTING. SEE ARCH. „T NEW WOOD BEARING WALL PER 4/SLS.1 FIRST ISSUED LAST ISSUED: DRAWN BY: A FOOTING PER SCHEDULE - CHECKED BY: SHEET S2.1 ti Millon Ct 14150 BUP2004-00070 27 of 29 c -==-- - - ,.- - --. JOB NO. 2000358.05 PLAN CHECK RESPONSE - 03.29,04. PERMIT/BID SET -- 02.23.04 .D. W(. qRI 16.35 t liC l .. ':;4a�".MFE!! A!!4llMla'" 1NR"AH,. -.... x. +'vRMM�.�r'l�. ,,.air. ..nNrMn+vr•sx,.x+n,r�,. :� I I I ISI 1 1 1 1 1 1 Ilii � it Ali 1 � � liit iliii I�, ��1111 � 1 � � � � � 1 NOTICE IF THE PRINT OR TYPE ON ANY I r'r i�I i�� ISI iii Iii ISI I tfr�I1�r �I i�I ISI I�I�I ISI III t ��r IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ __ I 1 I �I 4 I rj I El - -- — IT IS DUE TO THE QUALITY OF THE No,3e ®� -- ORIGINAL DOCUMENT �II� INI�IIII III!ILII lIN�111! lIII�lIII ILII IIII IIII�NII NlI�NII IIII�NII IIII�lIII IIII�NII IIII�IIII IIII�lIII Nll�llll�lill�llll IIII IIIII�III�IIII III��IIII�III,�NII IIII�IIII Illl�llll Illl�llfl IIII�III! Illl�llll�iltl�llll lill�llll� ISI� '�silllllilllJ.lt�llli iIN�N11� Cu o i r n 1; C a, ro rA � d L, X >: a 'U 17 rJ m U w e_ a QI C h J d I (J I I I ? o 00 0 tJ1 50'-0" 25'-0" CC g0 20'-0" 30'-0" 30'-0" 30'-0" 1- a. W 1. n U. G , r 3 �N - = I 4 J:11 r p'n •,S: I y c9 Lr 01 !� p a • I r -- , I I L I 1 I - co - - ® zW 6 4 s 13 I D7 ' c Project U NORTHWEST MEDICAL TEAMS $ / INTERNATIONAL sal s 1 7 L0 d X 6 00 I w- `\ IIr-- W12X14 -^ 1 i li 10 18 S8.1 N II 17 x - 3 SIM 12 S8.1 W12X14 15 In R 58.1 x 16 4 S8.'!,! \ S 1 I _0H 14 6 •Sav�CYU�,.3 I .r sa.J `J 1 ^1 1r) {4�./ VERIFY G r,ROUP MACKENZIE 2003 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY 0% GROUP MACKENZIE AND .ARE NOT TO 5E I 1 USED OR REPRODUCED IN ANY MANNED, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: I u ZZ UST 5l= THIS CLOSING DATE viU REVISION REVISION EDITION i LAS SKEET 1 03/10/04 2 IN PROGRESS 1 SECOND FLOUR OFFICE FRAMING PLAN { 52.2 1/s,,._,1'-o•----- PLAN NOTES _KEYNOTES _ LEGEND _ SHEET TITLE • SEE ARCHITECTURAL_ DRAWINGS FOR CONTROL ELEVATIONS 1. GYP-CRETE TOPPING (MATCH EXISTING). SECOND • COORDINATE PERIMETER CONDITIONS VIITH ARCHITECTURAL DRAWINGS 2. " T&G APA RATED SHEATHING. NAIL WITH 10d AT 6" O.C. __—_.—_ FLOOR • CONTRACTOR VERIFY EX'STING CONDI110NS AT PANEL EDGES AND 12" 0 C. AT INTERIOR SUPPORTS. BLOCK EXISTING CONCRETE WALL PANEL FRAMING UNSUPPORTED EDGES. 3. 16" TJI/PRO 550 AT 16" O.C. PLAN 4. 5A"X12" 24F-V4 GLULAM BEAM HEADER 5. NEW OPENING IN CONCRETE WALL PANEL. SEE ARCH. DO NOT EXISTING WOOD BEAI•'rNG WALL BELOW OVERCUT CORNERS. 6. EXISTING FLOOR STRUCTURE F.'XISTING CONCRETE WALL PANEL. 8. L,..NOPY. SEE ARCH. NEW WOOD BEARING WALL BELOW PER FIRST ISSUED: LAST ISSUED: BRAWN BY: CHECKED BY: SHEET S2.2 millon Cl 14150 BUP2004.00070 2B of 29 M JOB N0. 2000t$l .05 PLAN CHECK RESPONSE — 03.29.04 y PERMIT/RID SET - 02.23.04 KRA 0:*20/04 1614 1A .. Pig 000114-017"m gilp E IF THE PRINT OR TYPE ON ANY ! I1M._ tiOT1C r7rIli 7 rIr il r r f �� I lIcI III IMAGE IS NOT AS CLEAR AS TP_S NOTICE, �-- — I - �f —I--`—'1 I -4� � �I --I--�L - 1 . -I ��___1____i lUl- IT IS DUE TO THE QUAI_i I Y OF THE "°_'e_ ORIGINAL nn�;UMENT E Z 9L' I L]�Z 9�Z �Z i_►�Z S� ��Z T�Z L 8�T Bt LT T 4fi 6Jt S��TJigi i�T �9I�L -19 -II�III!IIIII�IIIIIIIII Ililllll!�IIIiIIIIIll1llWJ��lllllilii�ll!1111Wlllllllllllllllllilt' 1�I11111IIIINIII 1:' Y I l( .1: k r 7` 7 6 d aj m �• (>f 1 (% m fl, « m vO t� LCI x -#4 l� 24" O.C. W SIMPSON SET # % ---- ---PROVIDE ANGLE FOR � ,-• -• W c EPDXY W 6" EMBED INTO EXISTING �: _! o / DOCK BUMPER PER EXISTING SLAB SLAB. MFR'S SPEC, w ON GRADE --CONT L 300/4 I a _.___.��.__DOCK BUMPER I L W/ #4 0 1'-0" OC ' PLYWOOD WITH dd AT--. _ _ •' w #4 CUNT ACROSS OPENING- -s - CONT SILL L 3x3x3/16 ` I CCLLUMN WITH 2X6 #2 DFL ATTACH l0 O 6" O.C. AT PANEL EDGES �- AND Cd AT 12 O.t . A f --' a FIN hR \ I PDA AT o O.C. %m --- {`. -- - _ W/ #5x1'-0' 3" 1NTERMEDfATE SUPPORTS. / o _ i� 'I'-0" OC 9" BLOCK ALL UNSUPPORTED g o x - - �1 ,' � O EDGES. .r. O 6" CONC WALL W,/ #4 0 1'--0" (, 0-1 OC ER WAY /- COLUMN PER PLAN ai I BEARING WALL • �� 2x6 #2 DFL AT 16"OC -�\ S IUD PER 4/S8.1 / ' o,0 -ROUGHEN SURFACE AND KEY ,------#4 0 24" OC W/ SIMPSON SET EPDXY ALIGN STUDS WITH �� /� _ m ° �Lp • SLOPE 1/ W/ 6" EMBED INTO EXISTING WALL. FLOOR JOISTS ABOVE #4 AT 24" O.C. EA WAY - m co m N 01 c0 r $ 2 1 W/WS SIMPSON SET EXISTING AB , I '�a w" ">O • P.T. X6 SILL PLATE WITH !"0 ul Zo r: (D'n -I ANCHOR BOLTS AT 4'-0" O.C. W/ 4" MIN. EMBED o 0 SILL R PER ADD U QJ C, a --3/4" CHAMFER z 4/S8.1 " p _,--BASE t )6"X5X12 - - 2_ 3. /' WITH(2) )j"m EXP. N LAP SPLICE 1. 1. _2 ANCHORS WITH 6" ^-- c - \ _ I EMBED. -�---�- E0. FIN GRADE- _- - #4 0 1'-0" OC-- EA EACH WAY _ ,yam 1 `x U -- - , 12" THICKENED SLAB EDGE BEYOND ' - Q H _l T/FOOTING Q aJ • �� • - -__- -- w d _. LA_ - �-EXISTING CONCRETE C i - SLAB (EXISTING FTC. ^-- EXISTING FTG 4 ~ - S8.1 AT SIM.) c --_ PER PLAN - FOOTING PER PLAN - DOWEL PER 4/58 1 rr 1 SECTION AT DOCK LEVELER 0 4 Q 5 W t SBA 1 1' o" Q 58.1 1,.=i'-o" i SIMPSON HTT'22 0 4'-0" oc Z z I MAX w/ (16) 16d NAILS AND WALL PER ARCH-� EXISTING --- "0 A30"I THREADED l70D 1�/ __. ��� TOPPING SLAB - \ EXISTING "0 NOTE: CONCRETE WALL_ 6 I/2" I NAIL W/10d NAILS SIMPSON SET EPDXY w/ 4' MIN PER PLAN A PLACE TJI'S DIRECTLY OVER ® 6" O.C. EMBED I I VERT STUDS 1N WALL. g - EXIST;IrG CONCRETE WALL TOLERANCE = t1/2" PARTICLE WALL ABOVE BEAM PER PLAN Project FURRING PER ARCH-------,,,, T- -,R- -- --R_R� -'- �,-_ _ BD ABOVE STRUCT I �- - 1)" MICROLAM LSL NAILER, - 1'-4" _-_ - SHTG, TYP / MEZZANINE NORTHWEST TOPPING SLABS-----, 4" - ± >' 7 \ EXISTING FLOOR �' PER ARCH _ i /� � GRADE i.8 MIN, W/#14x2" GR. VERIFY �. I NOTE: CUT EXISTING NAILER PER 6/58.1 MEDICAL S SCREWS C06" O.C. STAGGERED. �-- EXISTING TOPPING PER PLAN SHTG /� f SLAB - 1 �% PER PLAN LEDGER AS REO'D TAMS i I INTERNATIONAL FLR SHTG PER PLAN Jk 1 3/4" L_.!. RIM BOARD I O EXISTING PLYWOOD /-- STUD WALL & IS .1 PER p � SHTG PER 4.S8.1 8/58.1 TJ! PER PLAN - � •"- � O EXISTING TJW - TJI PER PLAN \�� FLOOR JOIST - TJ! PER PLAN w WALL PER 4/S8.1 / BLOCKING AS REO'D J LL, BY MANUFACTUROR (2) 2x6 #2 DFL TOP e. • -4x12 PT LEDGER W/ (2) STAGGER SPLICES 2'-0" MIN *, S/8"0 EXP ANCH ® 24" OC, & CONNECT W/ (2) SIMPSON / (4) � SIMPSON MIT416 STAGG, W/ 4 1/2" MIN EMBED LSTA 15 STRAPS, (1) EA 510E A3071SIMPSON SEI' EPDXY _BEAM PER PLAN HANGER AND SPECIAL INSPECTION. OFFSET OF WALL - BOLTS W/ 4X" EMBEDMENT FROM A.B.'S IN EXISTING LEDGER. @ 7" GAGE s LEDGER PANEL CONN AT JOIST a a TJI AT WALL s LEDGER '10 S8.1 1 1/2 = 1'-0" j 58.1 1 1/2" = 1'-0" I 1 1/2" = 1'-0" �' o L S8.1 1 1/2" = 1'-0" Sa.1 1 1/2" 0 7 KING STUDS PER TABLE HANDRAIL SUPPORT AND SIDE 3 8xREQ'Dx BA4 PL % ( / ATTACH PER ARCH. DEPTH-1') W/ (2) 3/4"0 MB / SIMPSON LSTA24 -SIDE R 3/8x6x(BM DEPTH-1") W/ (2) 3,/4"0 MB _ 2x BLOCKING _ -71 ,,--- WALL STUD 1 1/2" \ pVCTV�4 1 1/2' j `� NAILER ?ER �tQ`��pe�t7i�,;+"�`'� WALL STUD TYP STUD WALL 6/58.1v. FRAMING -� y 0-:�( C I I PLYWOOD SHEATHING ,�' TOPPING SLABS ,� ;•' PER PLAN _ I PER PLAN I 0- HEADER PER PLAN - W__ - _ ---"'- 1/a L-__•� / -z;`7, �, � HEADER PER TABLE (3) SMS - - - (3) WOOD SCREWS - TJI PER FLAN WITH WEB SIMPSON A35-J1 -- & TOP & BOTT A SIDE O 1/-� STIFFENEF,S BY MFR.. © GROUP MACKENZIE 2003 I A.I. RIGHTS RESERVED JACK STUDS PER TABLE THESE DRAWINGS ARE THE PR(I rte-] GROUP MACKENZIE AND ARE r,{ - �-�- -METAL STUD BRACE USED OR REPRODUCED 1N AN, HEADER PER PLAN E 7/8xBEAM WIDTH+1/8"x6 1/� I / (3) AT Eq. SPACES WITHOUT PRIOR WRITTEN PERM! _ -1� 7/8xBEAM WIDTH+1/8"x6 l REVISIONS: i A 1�2x(BM W1nTH•�6")x1'-4" W/ (4) 3/4"� HEADER SCHEDULE � _ RcVlSIONS: 1/4 30 THREADED RODS W/ SIMPSON SET !, 2X6 WITH (3) SIMPSON o0_3 LAST EPDXY W/ 4" EMBED & W/ SPECIAL INSPECT MAX OPNG WIDIH HEADER KING STUDS JACK STUDS J-~ - 1 Vi RLYISIO+ REVISION EDITION SEAM PER-- /" SDS SCREWS TOP s_ THIS CLOSING DATE AND BOTTOM ------ --- EXISTING COLUMN - aW SHEFf 4'-0" 4X8 2 DFL 1 STUD ? STUDS PLAN \ ?4'-0" PER PLAN 2 STUDS 2 STUDS ' 1 - 03/10/04 \ - SIMPSOP? MIT416-� � ?6 ;A. BENT �', ATTACH TO -'-'- ' ---- E HANGER BOTTOM FLANGE W/ (2) PDA ? IN PROGRESS I i2- GLB TO COLUMN 0 13 GLB TO PANEL o 14 TYPICAL HEADER _ 15 GUARDRAIL SECTIO N �' �� ♦ CL o -- �---, ---- I S8.1 58.1 1 1/2" - 1'-0 58.1 1 1/2" = 1'-c" 58.1 a/4" = 1'-0" a S8.1 __'`__� �,. I �I 3" TYP LION, 4 1/2" AT W24 -, --- - I I 1 OR LARGER = =-. -NAILER PER ` SHEET TITLE ` I I � 6/58.1 w�� olQ ROOF LINE STRUCTURAL CAP E %" ---� 19 -- NAILER PER 6/S8.1 r� - N DETAILS EXISTING FLOOR W 58.1 BOLTS PER ® - �� /-TS PER PLAN q ALL ABOVE SCHEDULE In 0 PER ARCH \ 0 NEW OPENING �� � '3/16 -- ---- 1� PER SCHEDULE- ( Y m SEE ARCH. I O� -x- --- - __ 4',;0,'/OC3MAX>xSTAGGERED� �--NAILER PER I J I O V �. S8 1 r0 �'- - 8" MIN H" M!N W/ 1/2"0 THREADED ROD ffS8. ° " „W" ,` 1 /2MIN 18" MAX 18" MAX W/ SIMPSON SET EPDXY W/ I -- 4 1/4" EMBED W/ SPECIAL O L_ 3/4 1/4 1 3' MAX / �, ,•' INSPECT - I !! O O 3/4 ;;16 � �'" FIRST ISSUED: I - - L• ,, ,,, II LAST ISSUED: �- - o DRAWN BY: BEAM PER PLAN I I BOLT AND PLATE SCHEDULE � ,_� 1 ,;'z" W CHECKED c3Y: /'. /6 Trp BEAM # OF A-325 Bars PLATE ; BEAM PER PLAN -- W10 2 3Z4"0 318" r ' FIN FLP SHEET W12, W14 _ (3) :� 4"0 3Z8" --REMOVE EXISTING W16, W18 4 3 4"0 3 8" 1@'-0" MAX 4. COLUMN PER PLAN _- �- EXISTING TJI - �� WALL. SHORE AS I � - EXISTING BEAM AT SIM. IN''1 5 314"0 318" � REQUIRED I � - W24 6 7Z8"0 _ 112' NOTE: PLACE (2) ANGLE S8.1 - W27, W30 7 1"0 1,12 CLIPS AT TOP AND BOTTOM W33 I"0 1 2" OF TS STRONGBACK Millon Ct. 14150 ls ' LEDGER - Q1 29 of 29 cn 1 1 N BUP2004-00070 _ �; 17 NON---MOMENT CONNECTION a 1a ONE-SIDED SHEAR CONNECTION 19 TYPICAL BOLTED CONNECTION _ Lo TS ST n a 58.1 1 I/2" - 1'-0'" Se.1 NO SCALE Sa.1 NO SCALE (n S81 - -_� - NO SCALE S81 -- - _-____�- 1/4" - 1'-r1" �i JOIE N0 Ic00035v.©5 F. `� o PLAN CHECK RESPONSE - &3-29.04=:=====_ PERMIT/BID SET - 02.23.04 ..-. .n,.�..r....wwnw.ra.r...�+_»+w.-.,....._.. ..._...,: ._.._., .�., ..._...........�,,..:. .«r,... ...:, .,.: _....-:,... ..,...- - _.. _. ._ mom, _ _. _ 0003SB05\�iNUC�� -oB1.D1W kPA � 1 18 1 w;,.......... _. .-.;.�.�.+.».,w.in.xrwxa{�.wwrx�e.. a+8w a�.em�vrdp•,+vr.6:wiPwan,+u.�.,..,w._.r..:�` :i,��,.. :,..:.....-__•.. .... �wrr.,,�7•.-:.a..t�......... .. _ 09 7 7t NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III I I III III III I I III III IIT T�T I I I 111 I I I 1 1 III til I I! III III III III I I III III III I i III III III I I III III I I I I I III I I I I I I I I I I I I I I __ n `fi 11I I Ih i t 1 14 1 J 1 I l I I f I � IP,AGE fS NOT AS CLEAR AS THIS NOTICE, �---_�I I I __^-;fi --- _ L..I.1.�_I_I_I_u IT IS DUE 10 THE QUALITY OF THE _ _ No Je �• w� ORIGINAL DOCUMENT - Fri ►I ►Il lull i►Illllli illi I►li ulllul llllll i illllllli I►Illllli�illlllli lllllll iillllui�iullllil�ui�!Ijli illllllli illi illllllli i�u Illiiill�l,lli ilululi iu1lui�1111 ulliuuijI��u�`1l1>1i iul«r Q l ail `ilii