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Plans (15) BU P2011 -00087 sr cej o ,-j Ear ' 5 TIGARD CENTER . ,, ,: ,. toN CO TENANT . ..,i, , ,_, r 0:,. VEMENT ,E31•E D Wi 2 c E 0 0_ 3 ® � II _ cIto Oto TIGARD CENTER � 0 .if IA v 4 . � 15850 SW. 72ND AVE Client TIGARDOR 9HAMILTON PROPERTIES SYMBOLS AND REFERENCES Aik BUILDING SECTION KEY MARKS fir. SHEET # SUB-CATEGORY CATEGORY SCOPE OF WORK PROJECT SUMMARY I CODE REVIEW ALLOWABLE AREA OWNER SECTION# THIS PROJECT IS A 7,165 SF TENANT IMPROVEMENT IN AN EXISTING -LOCATION: TIGARD CEN TER AREA MODIFICA TION (506) HAMILTON PROPERTIES SECTION KEY MARKS WYSHEET # BUILDNG SHELL. THE PROJECT INCLUDES DEMOLITION. IT DOES NOT 16850 SW 72ND AVE. * NON SEPERATED USE SUB-CATEGORY INCLUDE MODIFICATIONS TO THE BUILDING FOOTPRINT AND IT DOES TIGARD, OR 97224 CONTACT: STUART BINGHAM ' CATEGORY NOT INCLUDE A CHANGE OF OCCUPANCY OR ANY EXTERIOR IMPROVEMENTS. Project DETAIL# -BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE ALLOWABLE AREA FORMULA (SECTION 506.1) 3939 NW. ST. HELENS RD TIGARD CENTER ELEVATION KEY MARKS AL DEFERRED SUBMITTALS Ac = At + [At x It]+[At x Is]� (EQUATION 5-1) PORTLAND, OR 97210 BUILDING — B �' SHEET # -OCCUPANCY: M 49,120 S.F. (EXISTING) TENANT IMPROVEMENT SUB-CATEGORY - MECHANICAL (AREA OF WORK) (M 7,165 S.F.) PHONE: (503) 224-2676 CATEGORY - ELECTRICAL Ao = ALLOWABLE AREA PER STORY (SQUARE FEET) DETAIL# - PLUMBING -CONSTRUCTION TYPE: III-B At = TABULAR AREA PER STORY (SQUARE FEET) An ARCHITECTURAL DETAIL REFERENCE MARKS - FIRE SPRINKLERS IN ACCORDANCE WITH TABLE 503 16850 SW 72ND AVE WV SHEET # - FIRE ALARM -FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM If = AREA INCREASE DUE TO FRONTAGE (PERCENT) TIGARD, OR 97224 SUB-CATEGORY AS CALCULATED PER SECTION 506.2 GROUP MACKENZIE CATEGORY Is = AREA INCREASE DUE TO SPRINKLER PROTECTION ROOM NAME NOTES (PERCENT) CALCULATED PER SECTION 506.3 CONTACT: ADAM SOLOMONSON OFFICE— * INCREASE FOR 60' SIDE YARD PROVIDED ON (3) SIDES ROOM/SPACE IDENTIFICATION 101 ROOM # OF BUILDING RIVEREAST CENTER DOOR SYMBOL NUMBER 10f ALLOWABLE AREA CALCULATION 1515 SE WATER AVENUE SUITE 100 WINDOW TYPE a Aa = €12,500 + [12,500 x .64]+[12,500 x 3] PORTLAND, OR 97214 � ) REVISION MARK A FIRE RESISTIVE: EXT. BEARING WALLS: 2 HOUR-RATED Ao = 12,500+8,0005+37,500 EMAIL: csolomanson@grpmack.com REVISION DELTA (TABLE 601, Aa - 58,000 SF PHONE: (503)224-9560 FAX: (503)228-1285 TABLE 602) ABBREVIATIONS EXT. NONBEARING WALLS: NON-RATED < 30'-0", ACTUAL 49,120 SF = 0'$46 < 1.0 ALLOWABLE 58,000 SF A/E ARCHITECT/ENGINEER JST JOIST AB ANCHOR BOLT JNT JOINT AC ANCHRICAL CEILING OPENINGS: NON--RATED > 30'-0" DRAWING INDEX ADJ ADJACENT LAV LAVATORY AFF ABOVE FINISH FLOOR LL LIVE LOAD STRUCTURAL FRAME: NON-RATED LOCK LOCKER ALT ALUM or ALALTERNATENON-RATED FRONTAGE INCREASE FORMULA (SECTION 506.2) FRONTAGE INCREASE CALCULATION ALUMINUM ARCHITECTURAL ANOD ANODIZED MAX MAXIMUM If= 100W (EQUATION 5-2) If = 100 [ - _O.251 1.0 TITLE SHEET/ CODE ANALYSIS APPL APPLIANCE MB METAL BASE FLOORS: NON-RATED [- -_o.251 30 APPROX APPROXIMATE MECH MECHANICAL If = 100 (0.89 - 0.25) x 1 A2.1 DEMO PLAN / FLOOR PLAN ARCH ARCHITECT(URAL) MFD MANUFACTURED ROOFS: NON--RATED If = 64% A2.2 REFLECTED CEILING PLAN B/ BOTTOM OF MFG MANUFACTURING A8.1 DETAILS BD BOARD MFR MANUFACTURER If = AREA INCREASE DUE TO FRONTAGE BT BASE TILE MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS F = BUILDING PERIMETER WHICH FRONTS ON A PUBLIC BLDG BUILDING MK MARK WAY OR OPEN SPACE HAVING 20 FEET (6096mm) BLK BLOCK NIC NOT IN CONTRACT OPEN MINIMUM WIDTH (FEET) BLKG BLOCKING NO./# NUMBER OCCUPANT LOAD/EXIT WIDTH P = PERIMETER OF ENTIRE BUILDING (FEET) BOTT BOTTOM NOM NOMINAL SEE A2.1 FOR EXITING REQUIREMENTS W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) CITYQF TIGARD 4�. NTS NOT TO SCALE ,� CA CARPET IN ACCORDANCE WITH SECTION 506.2.1 Conditionally Approved . [ ] , CB CEMENT BACKER BOARD OC ON CENTER '� f' Cl CAST IRON OD OUTSIDE DIAMETER OCCUPANT LOAD: MERCANTILE 30 GROSSrr ADAM J SOLOMONSON CJ CONTROL JOINT OPP OPPOSITE (TABLE 1004.1) (SECTION ) See Letter to:Foiiow [ 1 CENTER LINE 0/S OUTSIDE = SPRINKLER INCREASE 506.3 OCCUPANCY LOAD OLF/SF ONE STORY BUILDINGS 300% (Is 3) Attached / Perm. rnber-0v��4I/-�oa8'7 • r CLG CEILING It PLATE Add .} 7Z V 1,.R P TLA D, REiON CLR CLEAR PA PAINT 239 OCCUPANTS = 30/7,165 SF By:. / Date:#1 r1, 5635 0 CMU CONCRETE MASONRY UNIT PF POLYMER FLOOR �1 CO CLEAN OUT PLAM or PL PLASTIC LAMINATE 2 EXITS REQUIRED - 3 PROVIDED OT `' COL COLUMN PLYWD PLYWOOD CONC CONCRETE EXIT WIDTH REQUIRED - 47.8 COND CONDITION PVC POLY VINYL CHLORIDE Occupancy Typo +.1 EXIT WIDTH PROVIDED - 136 :� CONN CONNECTION PT PRESSURE TREATEDPy Moo' O GROUP MACKENZIE 2011 CONST Construction .r. ALL RIGHTS RESERVED CONSTRUCTION R RADIUS CONT CONTINUOUS RAD RADIAL Rated Carry II THESE DRAWINGS ARE THE PROPERTY OF CNTR CENTER RB RUBBER Cr CERAMIC TILE CEILING RD ROOF DRAIN GROUP MACKENZIE E AND ARE NOT TNO BE R, • , Energy Code Accessibility USED OR REPRODUCED IN ANY MANNER, + WITHOUT PRIOR WRITTEN PERMISSION "�.._ DBL DOUBLE REF REFERENCE � Itjj { I ! { "C I REINF REINFORCING '' I! DET or DTL DETAIL REVISIONS: , _ OF DRINKING FOUNTAIN 1 REQ REQUIRED ' L-' REV REVISION r. OFFICE COPY a DIA DIAMETER RF RUBBER FLOOR ` PROJECT SITE _�- REVISIONS REVISION DELTA DIM DIMENSION ' — 5 a THIS CLOSING DATE DL DEAD LOAD RM ROOM I I I i = Ed DN DOWN / RO ROUGH OPENING o SHEET DR SAT SUSPENDED ACOUSTICAL TILE —+v, , (4) EXISTING ADA j _ ,._ ..._ __ . , ,,„ 411111/4411 sr., 1 W PARKING �► - e DS DOWNSPOUT SC SEALED CONCRETE �h _ , . .. , . ,__....„ DWG DRAWING SC SOLID CORE irphi*I.,...,4, — Q • . z... . ... . „ , _ . ... . . —,. , _. SF STOREFRONT P� i . ;: 1` = i fJj. 2 / BED BATH AND BEYOND ELEV ELEVATION ■a , _.c . ....,, c. ,, . --- ELECT ELECTRICAL SHISMG IMILARING ,- WAIN IN ._.: . . . . . ENG ENGINEER0 3 f i . SPEC SPECIFICATIONWAN '' EXISTING ADA — �',a` EQ EQUAL SQ SQUARE • �� i EQUIP EQUIPMENT SS STAINLESS STEEL OR SOLID SURFACE Ilk ��� j j i � �ACCESSIBLE ROUTE gaz MEM; .:EXIST EXISTING 8EXP JT EXPANSION JOINT 5TD STANDARDEXT EXTERIOR SUSP SUSPENDED :� Q ? T TEMPERED �' : ___jL l F/STUD FACE OF STUD Wu \ p _i-.4.. i SHEET TITLE: 4 F/WALL FACE OF WALL T/ TOP OF (P..���� �/ a J �l '� '3na FD FLOOR DRAIN TA TOILET ACCESSORY IP �i� tV/ tJ 3'i` TITLE SHEET/ FDC FIRE DEPARTMENT CONNECTION TBD TO BE DETERMINEDtOrtiff t ` FE FIRE EXTINGUISHER THK THICK(NESS) r - CODE ANALYSIS FF FACTORY FINISH TLT TOILET MfL ' • g r r AREA :FES WORK FF or FIN FLR FINISH FLOOR TS TUBE STEELa . I • fFIN GR FINISH GRADETYP TYPICAL - I ��IC i l� FLR FLOOR UL UNDER WRITERS LABORATORIES I r CJ1/1 - /' F-FOC FACE OF CONCRETE UNO UNLESS NOTED OTHERWISE 210good D LA' r- EGO ••FND FOUNDATION �- — DSWSH VB VINYL BASE CLACKAMAS g �' +�♦ ` , ' FOS FACE OF STUD f •f VE VENDING MACHINE • - FOW FACE OF WALL j•wp a - -VERT VERTICAL �? � ! I l IIIIIFT FLOOR TILE ,, i FTG FDOTING VEST VESTIBULEFURN FURNITURE VF VINYL FLOOR TUALA'�� i� i , 1111111111111 MEN'S WAREHOUSE GA GAUGE W/ WITH PROJECT4 _ �� GALV GALVANIZED WC WALL COVERING tio WD WOOD \. GEN GENERAL LOCATION GC GENERAL CONTRACTOR WOOD FLOOR I I - -,s; GR GRADE WNDW WINDOW . 1Fir ‘11 GYP BD or GB GYPSUM BOARD W/O WITHOUT / 0-<7/ DRAWN BY: JMA HB HOSE BIB ' WATER PROOF �nl/ izi / �� CHECKED BY: DW AJS HC HOLLOW CORE WR WATER RESISTANT \ 99E OREGO HDWR HARDWARE WRGB WATER RESISTANT GYPSUM BOARD WT WALL TILE IT SHEET HM HOLLOW METAL ---__,WWM WELDED WIRE MESH HORIZ HORIZONTAL WH WATER HEATER VICINITY MAP U OSITE MAP SITE PLAN HVAC HEATING, VENTILATION AND AIR CONDITIONING N.T.S N.T.S N.T.S ID INSIDE DIMENSION IE INVERT ELEVATION 1-1 .0 INSUL INSULATION INT INTERIOR JOB NO. 2110112.00 PERMIT SET: APRIL 18 2011 0OVld � 6 LEGEND EXISTING WALL, DOOR, ETC. TO BE REMOVED N, Id mimilm, NEW 6005137-43 016" O.C. W/ %" GYP BD EA. SIDE ° 0 TO BOTTOM OF STRUCTURE, SEE DTAIL 1/A8.1 FOR SILL, . c 0 co . e . . 4'• . DETAIL 2/A8.1 FOR HEAD. c 104- c 10 a) 74.-0" 74,_0„ mi NEW 362S125-18 016" O.C. W/ %" GYP BD EA. SIDE / / / / TO BOTTOM OF CEILING, SEE DETAIL 1/A8.1 FOR SILL, c .� 0 2/A8.1 FOR HEAD a @' ® � ix 11, 36'-6" 37'_6„ 36'-6" 37'-6" 4 _ ,� / / /- NEW 362S125-18 016" O.C. W/ GYP BD EA. SIDE - v TO 9'-O" AFF, U.N.O., SEE DETAIL 1/A8.1 FOR SILL. • co g3 w IN 5L 2 EXIT EXIT CJ a . 1 a ® ILLUMINATED EXIT SIGN Client EGRESS PATH HAMILTON PROPERTIES • GENERAL NOTES WI IIF 1 I A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. B. WALL DIMENSIONS ARE TO BE FACE OF FINISH UNLESS NOTED OTHERWISE. C. WALL THICKNESS ARE NOMINAL UNLESS NOTED OTHERWISE. 0 D. DOORS NOT DIMENSIONED ARE TO BE 4" FROM FACE OF WALL TO FACE OF JAMB. E. DETAIL AND KEYNOTE REFERENCES SHOULD BE APPLIED AT 1 I ALL INSTANCES WHERE THE SAME CONDITION OCCURS. F. CONTRACTOR TO COORDINATE REQUIREMENTS FOR SOLID BLOCKING , IN WALL FOR EQUIPMENT, ACCESSORIES & CABINETS. Project G. PROVIDE 6" STUD WALLS WHERE REQ'D FOR FURNITURE, EQUIPMENT TIGARD CENTER ELECTRICAL PANELS, ETC. BUILDING - B H. OWNER/TENANT TO CONFIRM ADDITIONAL HARDWARE REQUIREMENTS TENANT IMPROVEMENT / / /6' 4"f 6'-11"E)CT 6'-9" • 6'-11" 5" / KEY1. DEMONEXISTIOTNGESWALLS 16850 SW 72ND AVE UP TO STRUCTURE TIGARD, OR 97224 m EXR 1 / 5 2. REMOVE EXISTING FLOOR FINISHES 1 ei © A8.1 3. EXISTING BUILDING COLUMN - - 4. EXISTING STOREFRONT WINDOW SYSTEM [--- li _ > - _ 3.6 u a _ \ \ \ \ 3.6 5. EXISTING HM DOOR W/ PANIC HARDWARE o .. ���� ���� ���„�,,,,�„�„� o)fl ,z� ° ��_ ' ►�� ���„�.a. �..�.. 0 00 6. RELOCATE EXISTING FIRE EXTINGUISHER ' C UTILITY I (1) IF.E. KN.,....___ 21 �1 ;� e ® F.L. 7. RELOCATE EXISTING FIRE ALARM PANEL 0 © 122 IDR TOI TET HALL ,ILEI I I 8. PATCH AND REPAIR WALL AS REVD t los �� „ti_�J 110 ' ! 41) �, 9. NEW MTL STUD WALL (6005137-43) 0 16" O.C. W/ %" GYP BD . I I �. 4 j r- 0 A � / ED ® n i Et r EA. SIDE r, o t,', 0 10. EXISTING TRASH ENCLOSURE 1 I I ,„ fri; '''-- _ _ ® ,� _® _ _ \ ._ 11. EXISTING ELECTRICAL SERVICE r � r r r N 0 _ Q.4'-0"EN o 12. EXISTING WALL TO REMAIN LI I� ____ - ' © _ 1 13. REMOVE EXISTING PLUMBING FIXTURES AND ACCESSORIES, REUSE " . ` r 1 ; 3 r i t p , 0 ' ' , E3 I „ 5'-63" �\ AS REQ'D STORAGE 14. 4'-0" HIGH LOW WALL W/ 362S125-18 0 16" O.C. W/ GYP BD EA. © / / i' 113 tD 0 , I SIDE AND SOLID CAP _ ,, _ f 9 1 _ 15. 9'-0" HIGH LOW WALL W/ 362S125-18 ® 16" O.C. W/ GYP BD EA. r r i: r ,r -{ r �;, r7 - SIDE 41740 1 .a.. .- L i (.,`� � © 16. 9'-0" HIGH LOW WALL W/ 6005125-18 0 16" O.C. W/ GYP BD EA. \\ I DR ,. o I SIDE 0 I o\ - i0 I I 17. EXISTING STOREFRONT DOOR WITH PUSH/PULL HARDWARE I , `0 I 18. 6x6 MTL STUD COLUMN TO BOTTOM OF CEILING, SEE 5/A8.1 A \ ,� `) (1) 1'�` of 19. NEW 3'-0"x7'-O" DOOR AND FRAME W/ PRIVACY LEVER SET Ly`• ' 1'-5'--, 4'-O" 20. NEW 3'-0"x7'-0" DOOR AND FRAME W/ OFFICE LEVER SET COCI '� ' ' 21. NEW 3'-O"x7'-O" DOOR AND FRAME W/ BATH PRIVACY LOCK SET Mk SIM. 22. NEW CARPET 1 0 \, 0 ' A8.1 23. DEMO EXISTING CEILING GRID AND TILES a IJ , P ri---,,,. ,, . , _, ,. ...__, CD r. \ 24. NEW BENCH MOUNTED BETWEEN 17" AND 19" AFF, 24 " DEEP. „ 5 _63 5'-63"5,_5” o � 0 : ...,-6 / I .(0 15DR T.o 0 E0 1 i ., I 117I I ( C 10 22 TYP. 4110- „,. 1 cDCO 1 -,_,- \ ® I ADAM .SOLOMONSON 1 ' cN r: O .I D" DR i OPEN AREA .I 118 I O � �� O O t+,\ . f04 i l Ol I HASL 20 114 L N _,., . . _1 0 o i� i� (cr-` . IV p �TUSiVD OREGON r I 6.. L.). 1 III 1 OF 0* DRiN\ i _ 01 I 119 1 `--7•-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-______ I ,,, \, �� :1\,_ ._.--,,, GROUP MACKENZIE 2011 __ r;==----__� 'I ,.. f 4 15 s ALL RIGHTS RESERVED r - - \ O - y i ` DR I \ \ THESE DRAWINGS ARE THE PROPERTY OF I HALL 12° � I GROUP MACKENZIE AND ARE NOT TO BE °p USED OR REPRODUCED IN ANY MANNER, oo �j ' 116 20 `� i� 4'-O" 4'-O" 5'-7" �'-5" .) I 'I `¢\ >: WITHOUT PRIOR WRITTEN PERMISSION _ �� --- r �' I' I .I� J O 1 4 *-IN DR = REVISIONS: f 19 op 121 t-- A8.1 i - � I `- z �/ �\ `� SIM. 'n I ® REVISIONS REVISION DELTA 5_J THIS l7=-7-7-7-7-7 ,. _ ' \ w\ OPEN AREA N\ - - - - t�� CD` W o SHEET CLOSING PATE © Q p 101 ,I ® / DR DR DR I I 1 1 iam am 102 I N \ COI 1 0 7-C" thio'-1O" 6'-O" 10'-0" 8'-O" �� 1 o , 7,,,,I �� 0 d 1 m 1 .0, , , CD 0 . I '') e 0 0 0 4 N 0 A8.1 I 16 A8.1 SHEET TITLE: 30'-5" 23'-7"± DEMO PLAN 1 18 0 ' FLOOR PLAN r \ ., . I J MERCHANDISE DISPALY AREA MERCHANDISE DISPALY AREA - - �� 1�..4 4. \ \ 44011 J . Q,' ' \ N1 _ _ _ - 01 1' 17 _ N 0 IExrr • 0 0 NI I 1 / 8'-O" f'_ " 25'_9" / 14'-6" / 23'-0" 2'.-90" Jr 74'-0" 4'-0" r' / 1 DRAWN BY: AJS 0 • . • . . CHECKED BY: AJS SHEET 1 DEMO PLAN 2 FLOOR PLANA2 .1 A2.1 1/8"=1'-o" A2.1 1/8"=1'-0" JOB NO. 2110112.00 PERMIT SET: APRIL 18, 2011 211011200\ARCH\112-A2-1.DWG AJS 04/28/11 11:52 1:96.00 0) C coc co Z m c •.5 n CO CM '5 V LEGEND 0 15 ii a' F=. EXISTING WALL, DOOR, ETC. TO BE REMOVED 0 al ii NEW 6005137-43 @16" 0.C. W/ %" GYP BD EA. SIDE o TO BOTTOM OF STRUCTURE, SEE DTAIL 1/A8.1 FOR SILL, 0 40 e • DETAIL 2/A8.1 FOR HEAD. c a PO 41 NEW 362S125-18 @16" O.C. W/ %" GYP BD EA. SIDE 43 a 74 —O / TO BOTTOM OF CEILING, SEE DETAIL 1/A8.1 FOR SILL, c -- iu 36'-6" 37'-6" _ / / / o 0 3/A8.1 FOR HEAD a m NEW 3625125-18 016" O.C. W/ 96" GYP BD EA. SIDE � � '2 1. 01 TO 9'—O" AFF, U.N.O., SEE DETAIL 1/A8.1 FOR SILL. � �s 0 cv " SNZIMt E.e::id::'.::: c) a, n OL ILO6 3$`€b M .01100: i GENERAL NOTES Client HAMILTON PROPERTIES 2.e eall'N �.:` A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR ;:ei:aetl;;-; TO START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY F iiiii,;,.,roe.ee_.,, DISCREPANCIES PRIOR TO START OF WORK. 0"'20-2 , B. WALL DIMENSIONS ARE TO BE FACE OF FINISH UNLESS NOTED OTHERWISE. *4g........................... C. WALL THICKNESS ARE NOMINAL UNLESS NOTED OTHERWISE. D. DOORS NOT DIMENSIONED ARE TO BE 4" FROM FACE OF zinigiEtn WALL TO FACE OF JAMB. eirEgArvFbg E. DETAIL AND KEYNOTE REFERENCES SHOULD BE APPLIED AT -y iii-Ai :;; _ArgiStg ALL INSTANCES WHERE THE SAME CONDITION OCCURS. $ um ?g :T i �::n�� � F. CONTRACTOR TO COORDINATE REQUIREMENTS FOR SOLID BLOCKING O IN WALL FOR EQUIPMENT, ACCESSORIES & CABINETS. �.IEF G. PROVIDE 6" STUD WALLS WHERE REQ'D FOR FURNITURE, EQUIPMENT Vi.3 ARI ELECTRICAL PANELS, ETC. ainta VOUR 41 y KEYNOTES A :£. :<.. ;! Project z -- 1. MANUFACTURES SEISMIC JOINT (MAX CEILING AREA 2,500 SF) 2. 3'-0"x4'-0" ACCESS DOOR W/ STORAGE LEVER HARDWARE TIGARD CENTER YYe.. ABOVE CEILING FOR ACCESS TO MECH. MEZZANINE BUILDING - B §INae';,exI T �I'' 3. NEW GYP BD CEILING W/ 600S200-33 ® 16" 0.C. W/ N" TENANT IMPROVEMENT 'u e: sniniRisFEE PLYWOOD DECK. ANTICIPATED CAPACITY FOR 50 GAL WATER _::'a Nx:*�. -_ HEATER 101-NA-0111 � ' n �Ui 4. RELOCATE EXISTING ACCESS DOOR TO MEZZANINE16850 SW 72ND AVE 1, .. / TIGARD, OR 97224 8'—O" AFF $'-6" AFF 8'�-0" AFF I � ��w�� , 5. NEW i2 —0 SAT CEILING, SEE DETAIL 6 A8.1 v 6. EXISTING GYP BD CEILING ��. �`_ IID 0 (0 0 / C2 .__ , vpwin - I - _ I i - / - I t • - ` \ 3. 6 • R�~ 1 1 Ki 5 \ 0 Pt o �fi9:6A"*.:,ALO ONSON: 1-r\ o �( OREGON ,35 I I O GROUP MACKENZIE 2011 • 1 El ALL RIGHTS RESERVED — `• THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE O USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z i N� REVISIONS REVISION DELTA .g THIS CLOSING DATE -5J SHEET • I i 1 O I i i 1 1 , j--j --- \ 1 4... , . . . SHEET TITLE: REFELCTED . CEILING PLAN n 3 1 _ 1, . ., .—•il -. 1—. \ \ 40, Q - - 9 1 1 DRAWN BY: AJS • • . CHECKED BY: AJS SHEET CD1 D REFLECTED CEILING PLAN . A2 . 2 A2.2 1/8".1'-o" JOB NO. 2110112.00 PERMIT SET: APRIL 18, 2011 211011200\ARCH\112-A2-2,DWG AJS 04/28/11 11:52 1:96.00 o co E co I I 15 I. t Coi g 0/, ® D 0 �u METAL STUD WALL AS I I GLU LAM BEAM CSD SIM. g OCCURS, SEE PARTITION 0 2 g TYPES FOR ADDITIONAL PROVIDE ACOUSTICAL ATTACH STUD TRACK ZC E 4 `� INFORMATION SEALANT AT MEZZANINE \ / THROUGH GRID TO v WALLS EACH SIDE \ / BRACE ABOVE T&G WOOD DECKING SUSPENDED CLG / / / (3) 600S137-43 z OR PLYWOOD ASSEMBLY \ / " GYP BD BOTTOM TRACK, /• ;OP °E : ., I VI s Ii / / Jr g.Eg L a)1'5' ,9g €01.12-. W/145 R / •� / -- • DRIVEN ANCHORS • » » J = 2" DEEP TOP TRACK � , ` ' _ (2) 600S175-54, J_ 6" MTL CHANNEL EA. SIDE g • 2'-0" O.C. MIN. W/� CUT •TILE FOR TIGHT r.. 25 GA 3 1/2" METAL STUD BRACING 94::00." AFF 362S125-43 ® SIM �_ •o MIN. EMBED. (ICBG #2388), TO STRUCTURE, PROVIDE FIT AT WALLS TO ROOF STRUCTURE AT 8'-0” _is 7 d 0 PROVIDE ACOUSTICAL 1/2 DEFLECTION SPACE • CASING BEAD USG 200-A J • OC W/ (2) #8 SHEET METAL AFF ® SIM. _..7 (1) 6005175-54 - 0 e o ' ` SEALANT BELOW TRACK SCREWS AT EACH END. BRACING II 362S125-43Z_ 0 co CSD WALLS W/ SOUND GYP BD EA SIDE I11:1, CO® SIM c ® w v ( � TO BE PROVIDED WHERE DISTANCE I - . WALL TYPE PER PLAN ATTENUATION BATT SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING - e 0 0 `0 • c4 ,9 INSULATION AT ALL NEW WALLS, TYP. I WALLS OR HORIZONTAL BRACING '**---s•`---- 5-) / t 7., ,•. �, BETWEEN WALLS EXCEEDS 8'-O" OC aQ ` - METAL STUDS SEE FLOOR PLAN - - GYP BD Client ' �� k ACOUSTICAL SEALANT EA. I FOR GAUGE AND SPACING ° " � � SIDE GYP BD EA SIDE - _ �, HAMILTON PROPERTIES . . ' ` CONT ACOUSTIC SEALANT A • CONCRETE FLOOR SLAB SEE 1/A8.0 FOR BOTTOM • EA SIDE AGAINST TRACK I I I \ AS OCCURS / ATTACHMENT TO FLOOR NO SEALANT AT SIM COND CONNECTION AT TOP PER f 1/2" MAX J . I DETAIL 3/A8.1 - /1� YP mI _ IQ _ BOTTOM TRACK TO FINISH CONCRETE SLAB-VI FLOOR W/ POWDER DRIVEN -, ANCHORS AT 4'-0" OC J 1 TYPICAL WALL AT FLOOR Q 2 FULL HEIGHT WALL Q 3 NON-BEARING WALL 4 TOP OF WALL 5 COLUMN » f » f » Q oo A8.1 3''=1'-0 a A8.1 W/DEFLECTION HEAD 3" = 1 -0 A8.1 AT FLOOR AND SUSPENDED CEILING 3"=V-0" Z A8.1 3" = 1 -0 �I A8.1 3"=1'-0" Lo CEILING JOISTS PER PLAN NOTE: FOR CEILING AREAS OVER 1,000 SF DXISTING PLYWOOD ROOF ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" INSTALL BRACING SYSTEM DECK OF PERIMETER EVERY 144 SQ.FT. MAX. EXISTING SUBPURLIN --iir-// VERTICAL STRUT PER 8/A8.1 OF SUSDENDED CEILING COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB / 8' MAX. S' MAX./ • Project ode / v TIGARD CENTER , If \ , , 0�� <> < > ,00 . BUILDING B 3� tIlis TENANT IMPROVEMENT 'k EXISTING TRUSS PURLIN 1 a '/e' OR TRUSS GIRDER ' a • , Q 16850 SW 72ND AVE A8.11, � � � � O ' ARMSTRONG BERC2 CLIP .0 ARMSTRONG BERC2 GL IP • A I IGARD, OR 97224 ^�`, ATTACHED TO GRID UNATTACHED TO GRID - - — ' ATTACHED WALL UNATTACHED WALL k.__ .�.. SECURE ALL HANGERS TO BLDG, 8" MAX. STRUCTURE. TRAPEZE DUCT WORK —/ AND OTHER LARGE OBSTRUCTIONS. 8'MAX —HANGER WIRE W/STRUT » HANGER WIRE~ - ' AND SPLAY WIRES PER #10 SHEET METAL 12 GA. WIRE SUPPORT, 61-0MAX. / CROSS RUNNERS FIT BETWEEN CEILING BRACING DETAIL SCREWS AT 12" O.C. EACH WAY. INSTALL TAUT MAIN RUNNERS POP-RIVET CROSS TEE MAIN BEAM CROSS TEE FOR ENTIRE LENGTH -�r- MAIN RUNNERS AT 4'-0" O.C. » � '� 350S125-33 SUPPORT WITH #12 WIRE AT 4'-0" tri » 0 0 0 0 0 0 0 0 0 o METAL STUD O.C. OR WITH #10 WIRE AT 5'-0" _o_ _ _ _ _ _ _ _ o = ATTACH VERTICAL BRACE TO O.C. EA. WAY � � � � � � � ��I � � � � � � � � � � � � � � � � BRACING / T-BAR GRID W/(2) #10 FREE END FIXTED END 12 GA WIRE LATERAL BRACING AT v8' ANGLE MOLDING �� �' �--� 2' ANGLE MOLDINGMETAL SCREWS 12'-0" O.C. EA. WAY MAIN RUNNER 2' UNATTACHED THIS SIDE SUSPENDED CEILING POP—RIVET � 2 <TO STRUCTURE BEGIN BRACING WITHIN EXPANSION JOINT A / 6'-0" OF PERIMETER AND 2" FROM IF CROSS MEMBER. INSTALL TAUT, IN r I ALL 4 DIRECTIONS (6- SUSPENDED CEILING BRACING 3r-iISUSP. CEILING SEISMIC JOINTS 8SUSPENDED CEILING BRACING N 9 10 NOTE: ALL CONNECTION DEVICES TO BE OF AN 1'-0" = 1'-0" z 3"=l'-0" c� BRACE LENGTHS TO 25'-0" 1 1/2"=1'-0" z A8.1 APPROVED TYPE AND HAVE 100# CAPACITY d A8.1 v A8.1 -J A8.1 A81 1 f_7» LOCATE FLUSH GRAB BAR i' / CONTROLS ON 142" "WIDE SIDE OF 42 - I -I • FIXTURE %MAX MIN / ��'TTOILET SEAT COVER DISPENSER - L - - / - __ . -:.,;;r GRAB BAR q 3 r- - i7 .— SANITARY NAPKIN 24„ » ACCESSIBLE ° r - C ) x DISPOSAL (WOMEN'S - ,.� - - - / TOILET (SEE _ I 1\. ° Q TOILET ONLY J ' MIN. PLUMBING I1 1 I d' m&MI r 1 ) RELOCATE F.E. / NEW SHEET VINYL FLOOR / ; ////�/ ////////////////)1IN./ j///// ) ' J » TOILET TISSUE � 1$1?_ vCy jj- W 4" COVED BASE ( �( - 12 °' g DISPENSER _ - _ / \ A �..`. .:, � . MAX q � ADAM SOLOMDNSON �� . ,, . x .. x Nr . _ I 1 \ ed .r MOUNT LAVITORY ® ) I M SIDE VIEW PORTLAND.OREGON 34" MAX AFF, PROVIDE 1- - 1- - - - -1 TOILET . = z .. % tll� 5630 PROTECTIVE COVERS C� \ 1 112 \ - j � \ TOILET HW SUPPLY AND WASTE \ / - NEW PLASTIC LAMINATE Ij z � ' OF \ • = � 111 � ( /� - WAINSCOT AT 4 -0 AFF - j 6» \� 36" GRAB BAR L J HALL - \ 1 / TVP. MAX J MIN , 110 _ - _ ,^� -IA SEE DETAIL 12/A8.1 AND LOCATE FLUSH CONTROLS GROUP MACKENZIE 2011 I TOILET PAPER DISPENCER q - - COMBINA ION PAPER TOWEL 13/A8.1 FOR MORE INFO. L •` ON WIDE SIDE OF FIXTURE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TRASH RE EPTACLE N. GRAB BAR ° !" ACCESSIBLE TOILET GROUPOMACKENZIE AND ED IN ANY NOT TON BE / / W42" �/ SEE PLUMBING USED DHOUT PRIOR WRITTEN PERMISSION 1 MIN. CLR. 18" j ►n z x ___ \ L J FROM WALL / / "� \ Q n 18" MIN. CLR. -% \ `F �_ REVISIONS: �� I r� NOTE: REUSE EXISTING C ACCESSORIES FROM FIXTURE o TOILET ROOM ACE NOTE. • Na FIESTIONS REVISION DELTA AS NOTED ON SHEET A2.1 ������������� ������������������� 5 CLOSING DATENEW SHEET VINYLFLOORWITH 4" CdVED BA1E REFERTO 3/A8.9 FOR �wo 1,_7» �� �p�VIEW ACCESSIBLE TOILET PLANS NEW PLASTIC LAMINATE WAINSCOT AT 4'-O" AFF TVP. PROVIDE SOUND ATTENUATED BATT INSULATION q ® TOILET WALLS, TVP. 1 11 ENLARGED PLANS (12) ACCESSIBLE TOILET PLANr-i3ACCESSIBLE TOILET ELEV. 1/2"=1'-0" COMPLY WITH IBC CHAPTER 11 AND ADAAG FIGURE 30 1/2"=1'-O" Q COMPLY w/ IBC CHAPTER 11 & ADAAG FIGURES 29 1/2"=1'-0"Q ' A8.1 o A8.1 o A8.1 E-- Q _ Q 1 1 1 SHEET TITLE: DRAWN BY: CHECKED BY: , SHEET A8.1 , , JOB NO. 2110112.00 PERMIT SET: APRIL 18, 2011 211011200\ARCH\112-A8-1.DWG AJS 04/28/11 11:53 1:1.00 0 w: zi ca. 03 n t e0 J METAL STUD WALL AS GLU LAM BEAM @ SIM. E v) OCCURS, SEE PARTITION / o T C TYPES FOR ADDITIONAL I PROVIDE ACOUSTICAL / ATTACH STUD TRACK E' INFORMATION SEALANT AT MEZZANINE • THROUGH GRID TO `. / BRACE ABOVE F. ::...- 1 / WALLS EACH SIDE T&G WOOD DECKING SUSPENDED CLG \ / / 10 rim z I OR PLYWOOD ASSEMBLY \ • / / / 96" GYP BD (3) 6005137-43n Ch BOTTOM TRACK, -- q ATTACH TO FLOOR VI / A45 1 a - •, I . A ' c 2 - W/.145 0 POWDER + /♦ .. 2" DEEP TOP TRACKOe - (2) soos175-54, DRIVEN ANCHORS ® �, 6" MTL CHANNEL EA. SIDE 2'-O" O.C. MIN. W/ CUT TILE FOR TIGHT-� 25 GA 3 1/2" METAL STUD BRACING 9 -0 AFF 362Si25-43 ® SIM . TO STRUCTURE, PROVIDE o MIN. EMBED. (1CBO #2388), FIT AT WALLS TO ROOF STRUCTURE AT 8 -0 a� c ® < 1. PROVIDE ACOUSTICAL 1/2" DEFLECTION SPACE 4'-O" AFF ® SIM. cloul °Z mo CASING BEAD USG 200-A f OC W/ (2) #8 SHEET METAL (1) 6005175-54 I - c •- m 00 ` • irto • SEALANT BELOW TRACK J SCREWS AT EACH END. BRACING 1 � • 362S125-43 ® SIM - - a 0) GYP BD EA SIDE ;_ � � � w ® WALLS W/ SOUND - Ii. WALL TYPE PER PLAN TO BE PROVIDED WHERE DISTANCE ATTENUATION BATT _ SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING ' e INSULATION 1 } AT ALL NEW WALLS, TYP. WALLS OR HORIZONTAL BRACING a m ' BETWEEN WALLS EXCEEDS 8'-0" OC 1 0 -6 a 2 �-> I ..I . . . . (76. i - I: ' 44 . - METAL STUDS SEE FLOOR PLAN - GYP BD Client °4 ACOUSTICAL SEALANT EA. J________________--d FOR GAUGE AND SPACING GYP BD EA SIDE— .. HAMILTON PROPERTIES Q • SIDE �� " CONT ACOUSTIC SEALANT SEE 1 A8.0 FOR BOTTOM CONCRETE FLOOR SLAB / EA SIDE AGAINST TRACKit \ AS OCCURS ATTACHMENT TO FLOOR NO SEALANT AT SIM GOND" 1 - L': CONNECTION AT TOP PER 1/2" MAX - / DETAIL 3/A8.1 BOTTOM TRACK TO FINISH 7 CONCRETE SLAB I FLOOR W/ POWDER DRIVEN �, ANCHORS AT 4'-0" OC (ThTYPICAL WALL AT FLOOR Q (--i FULL HEIGHT WALL Q 3 NON—BEARING WALL Q 4 TOP OF WALL ( COLUMNs T 00 A8 33"=1'-0" A8.1 W/DEFLECTION HEAD 3" = 1'-0" = A8.1 AT FLOOR AND SUSPENDED CEILING 3"=l'-O" w A8.1 3" = 1'-O" l A8.13"=1'-0" Q D.. z CEILING JOISTS PER PLAN NOTE: EXISTING PLYWOOD ROOF FOR CEILING AREAS OVER 1,000 SF ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" INSTALL BRACING SYSTEM DECK n OF PERIMETER EVERY 144 SQ.FT. MAX. EXISTING SUBPURLIN --Ir- VERTICAL STRUT PER 8/A8.1OF SUSPENDED CEILING \ 1 ' ' • OUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 8' MAX. 8' MAX. .. _ .. .. Project II TIGARD CENTER All j> <> Ti BUILDING — B �0 M R, Algill4 f 0/ .. TENANT IMPROVEMENT 7 Y ° ° . ° y. /3/4' ® .. j EXISTING TRUSS PURLIN -� a Ya OR TRUSS GIRDER 16850 r SW AVE A8.1 — 6 e , ° ° TIGARD OR 97D224 ARMSTRONG BERG CLIP °p AR`1STRONG Sr CLIP ° O ^�` ATTAGHEp TO GRID UNATTACHED TO GRIP - J I. \ - \ ATTACHED WALL UNATTACHED WALL ,,,,...../1 SECURE ALL HANGERS TO BLDG. 8" MAX. STRUCTURE. TRAPEZE DUCT WORK , ,' 8'114X —HANGER WIRE W/STRUT AND OTHER LARGE OBSTRUCTIONS. H4r�GER WIRE AND SPLAY LURES PER12 GA. WIRE SUPPORT, 6'-0" MAX. CEILING ERACING DETAIL #10 SHEET METAL / ,' CROSS RUNNERS FIT BETWEEN SCREWS AT 12" O.C. EACH WAY. INSTALL TAUT MAIN RUNNERSroP-RIVET / GROSS TEE MAIN SEAM CROSS TEE FOR ENTIRE LENGTH / � - - MAIN RUNNERS AT 4'-O" O.C. / 3505125-33 SUPPORT WITH #12 WIRE AT 4'-O" 1 ' i . rj / i / 0 0 0 o o f o 0 0 0 0 METAL STUD O.C. OR WITH #10 WIRE AT 5 -0 ��ooapaaa0000 � oQOQ000 �� � Q000d � 0000000a ATTACH VERTICAL BRACE TO O.C. EA. WAY R - ■ BRACING / T-BAR GRID W/(2) #10 FREE END f FIXTED END 12 GA WIRE LATERAL BRACING AT I Tia' ANGLE MOLDING / I 2' ANAL MOLDING / f METAL SCREWS 12'-O" O.C. EA. WAY MAIN RUNNER POP-RIVET 2' UNATTACHED THIS SIDE 2 MAXI_ SUSPENDED CEILING TO STRUCTURE BEGIN BRACING WITHIN EXPANSION JOINT 0 / 6'-O" OF PERIMETER AND 2" FROM 1 CROSS MEMBER. INSTALL TAUT, IN P f " ALL 4 DIRECTIONS SUSPENDED CEILING BRACING 6 7 SUSP. CEILING SEISMIC JOINTS r 8� SUSPENDED CEILING BRACING N 9 10 NOTE: ALL CONNECTION DEVICES TO BE OF AN 1'-O" = 1'-0" d A8.1 3"=1' -0" o A8.1 } BRACE LENGTHS TO 25'-0" 1 1/2"=1'-0" z A8.1 A8.1 A8.1 APPROVED TYPE AND HAVE 100# CAPACITY / 1'-7" LCCA TE FLUSH j GRAB BAR / / y CONTROLS ONI[ - -I WIDE SIDE OF 12" �� 42 .l\ TOILET SEAT FIXTURE MAX MIN 1 COVER DISPENSER GRAB BAR t r _ -' \ SANITARY NAPKIN 24" 11 ACCESSIBLE j1e I r - _ } X DISPOSAL (WOMEN'S iJ . , ..- _ J - ~ _ MIN. / IN./ TOILET (SEE �o� � I I ; \, /,, .:,_ < TOILET ONLY) d r, ( / RELOCATE F.E. / \\ NEW SHEET VINYL FLOOR y .�// `PLUMBING) TOILET TISSUE {��� \Fl � W/ 4" COVED BASEAf/Aj X 2 DISPENSER �� �, \7 j r Q MAX Ny / 1 rr A�JAM 50�OMONSO ; I 1� X \ % Q s (10 I MOUNT LAVITORY :0\ �� f 410 No g �� PORTLAND.OREGON I - PRVIEW 34'OTECTIVE AFF,MAX PROVIDE - - - - TOILET �: ` , ? " _ - 5s� 7.,__ .1 \ N TOILET HW SUPPLY AND WASTE 1 \ 1 / ,- NEW PLASTIC LAMINATE I j . z OIi � 111 - ` �� - WAINSCOT AT 4'-0" AFF - `� 6„ 36" y GRAB BAR 1 L- HALL I / TYP. j MAX ' MIN 110 N SEE DETAIL 12/A8.1 AND % LOCATE FLUSH CONTROLS GROUP MAGKENZIE 2fl1i TOILET PAPER DISPENCER .. 13/g8.1 FOR MORE INFO. ON WIDE SIDE OF FIXTURE ALL RIGHTS RESERVED 11 COMBINA' ION PAPER TOWEL L — _s — — --- / • THESE DRAWINGS ARE THE PROPERTY OF TRASH RE EPTACLE i ` i GRAB BAR ` �_ ACCESSIBLE TOILET us�opoRAREPoDucEo INRANYOMAN�ER / 1'1 1 42" MIN. CER. x z�x SEE PLUMBING WITHOUT PRIOR WRITTEN PERMISSION L / FROM, WALL 18" G \ �r ¢ g L / ' �% REVISIONS: — NOTE: REUSE EXISTING 18 MIN. CER. 11110 FROM FIXTURE TOILET ROOM ACCESSORIES \ - NOTE: Q REVISIONS REVISION DELTA AS NOTED ON SHEET A2.1 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\ REFER TO 3/A8.9LFOR o SHEETce CLOSING DATE • NEW SHEET VINYL FLOOR WITH 4" COVED BA E NEW PLASTIC LAMINATE WAINSCOT AT 4'-O" AFF TYP. / 1'-7" FRONT VIEW ACCESSIBLE TOILET PLANS PROVIDE SOUND ATTENUATED BATT INSULATION (E @ TOILET WALLS, TYP. ,� ri-1 ENLARGED PLANS A 12 ACCESSIBLE TOILET PLAN o 13 ACCESSIBLE TOILET ELEV. Q 8.1 I 1/2"=1'-0" o A8.1 COMPLY WITH IBC CHAPTER 11 AND ADAAG FIGURE 30 1/2"=1'-0" o A8.1 COMPLY w/ IBC CHAPTER 11 & ADAAG FIGURES 29 1/2"=1'-O" o F- Q Q I I SHEET TITLE: DRAWN BY: CHECKED BY: SHEET A81 , 1 JOB NO. 2110112.00 PERMIT SET: APRIL 18, 2011 211011200\ARCH\112-A8-1 DWG AJS 04/28/11 11:53 1:1.00