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7320 SW HUNZIKER ROAD STE 106-1 fe x D Ini ' T P B INESS CENTER .. STE , 106 � � 7320 SW HUNZIKER ST . , I LL 0 OPINION- U S -D tAPORMW o utiv IA3 DELI �« o�V PROJECT LOCATION �'T''�r `I`"�riu 1 BUlldl���nnSldFl GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX u 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, INTERNATIONAL BUILDING CODE 2003 EDITION T-0 COVER SHEET Z N U CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE AMENDED BY THE STATE OF OREGON 2004 EDITION Z 'j CONSTRUCTION. T-1 EGRESS FLOOR PLAN CONSTRUCTION TYPE. RIB N Z 2. All DIMENSIONS FROM CENTER OF WAIT OR GRID UNLESS OTHERWISE NOTED. T-2 DEMOLITION FLOOR PLAN �■ S - BUILDING HEIGHT: 3 STORIES 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY T-3 FLOOR PLAN AND DOOR SCHEDULE 0a, BASIS. BUILDING OCCUPANCY: B T4 EQUIPMENT PLAN 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISESZ C AND WASH THE INSIDE OF All WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: 1,675 U.S.F. T-5 REFLECTED CEILING PLAN ce / _ • TENANT. OCCUPANT LOAD FOR TENANT IMPROVEMENT: (SEE EGRESS PLAN FOR SQUARE FOOTAGE BREAK DOW T4 FINISH FLOOR PLAN H' u1 S. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED Z a a UNDER THIS CONTRACTFOR A PERIOD OF ONE (1)YEAR, UPON COMPLETION OF CONTRACT. T-7 INTERIOR ELEVATIONS �� 1I 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRI%-R TO T4 INTERIOR DETAILS 0 uj IMPLEMENTATION. v � � U. 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT G D PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK . 8 Qr Val Y��N� 6. ANY ADDIi ZONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR < UCie J1 P,h �,\ 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED d AND INSTALLED BY THE fENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE GENERAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS -� GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL edA C �� SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S 1" ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING -SPRINKLER REQUIREMENTS. CODE 2003 EDITION AS AMENDED BY THE STATE OF OREGON 2003 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMEN'S THAT APPLY. -HVAC 10. ALL MECHANICAL_AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL �r DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND 2, MAINTAIN 100% COVERAGE FROM EXIST,NG FIRE SPRINKLER AND SMOKE A FIRE ALARM SYSTEM PER -ELECTRICAL PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO FMO. CONSTRUCTION. -PLUMBING _ r 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS,FIRE ALARM COMMUNICATION DEVICES 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY lsww MATCHING BUILDING STANnARD TILES. CODES. 12. PARTITIONS, DOORS, PIL►YES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. 4 FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY"THE FIRE MARSHAL.. FIRE 0 p REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE 13. REMOVE ALL POWER SIGNAL,SWITCHING AND OT14ER CONTkOL ITEMS FROM WALLS TO BE FEET O� FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. PROJECT TEAM tj-%\y1C1N ITY MAP DEMOLISHED. S. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" AS DESIGNATED OR REQUIRED BY CODs OR BUILDING OFFICIALS. ADDRESS: 7320 SW H�.INZIKER STREET,SURE 106 �11M14. EXISTING ELECTRICAL OUTLETS!N EXISTING WALLS TO REMAIN AS IS. PORTLAND,OR 97223 6. PROVIDE SMOKE DETEC CORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING 15. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. CODE,AND THE INTERNATIONAL FIRE CODE. a OWNER/LANDLORD: ROBINSON CONSTRUCTION ►.J 16.. CONTRACTOR TO VERIFY NTH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING 21360 NE AMBERWOOD DR �. ELECTRICAL AND VOICEIDATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE CODE, SECTIONS 1006 AND 1011 HILLSBORO,OR 97124 DESIGN AND INSTALLATION. CONTACT: DEAN GAMBLE 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING PHONE: (503)6458531 17. RESWITCH LIGHT FIXTURES AS REQUIRED ANDAOR M SHOWN ON REFLECTED CEILING PLAN. WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED FAX: (503)645-5357 W 18. MATCH EXISTING CONDITIONS AND FINISHES AT All LOCATIONS UNLESS NOTED OTHERWISE. OPENINQ SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 ARCHITECT: ANKROM MOISANASSOCTIATED r/OF THE INTERNATIONAL BUILDING CODE. C � REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECTS 0 ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. 6720 SW MACADAM,SJITL• 100 (� PORTLAND,OR 97219 LjLj � M CONTACT:JILL SABIN PHONE:(303)245.7100 FAX:(503)2460136 N z h res ' M V! V) Z D 040 LU � W N oC CL ZO 0 20 11 u II III crnr of TWAM "'. M O Lu i _ KC o �► +..._. ... on LOW*Form _ MARK DATE — A 7340 8-27-07 - - 7360 DEFERRED AREA OF WORK —_. -- -, r---� / Mo ALS.u Melba" j —� � aswwwwwww — x t3---- • ► 0"""1 -- DATE: 64-07 - Mm map '""' JOB: 066630.04 FILE: CD i 7300 0-T-C DRAWN: NIA _ / 7320 ONWOWTYP CHECKED: JS 11 1111111 7u 1111 11 ' bwAcsh MISP ASSOCIATED ARCHITECTS 2006 w+ w w w w w � � � Ae�llkl► 1 � O PROJECT jm__ ---a- 1 ' ISION COVER SHEET wwwwwwwwr� �Z/1 G` l 0 9 KEY MAP - 1 ST FLOOR SITE PLAN OFFICE COPY sc4a: 9CW:NITS Li 2rAzm T-0 PERMIT SET 6--4-07, REV. 11 8-30-07 � ..., .'i. ..� ... _. 7w•�•. .. - .,..t. .n .... yM.,. .:.. .V -.ti-�..., •,�M:k6. ., 4 � ,, � rT r .T. I � Irn ,' r1t r �t r � III I-i , r Y w ll' ,.,. ..„ , .. :a,..d =y.. .., yy. - ,wn:k'yrwwa'TAaw:i�M7M�•W.ai*.""+yh,_, lu ..:+"�ie' '+Y4;�:`a0• .. t, " e1• �'d4.,:._ - r ...,,,».:..... ..,..,,..,y,.....,,:rYy.e,.,.rtw-,..�,._. ._,rw+:--•.—.Mu-r-fn•--.-m.:-.:,¢wwm•+-_; ,.�,wl•..-• ._..,-a-.. :..n T 1INir•,....,. 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THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL _ GROUPS B,F,AND 5, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. ROOM SUMMARY TARGET THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 200 A-2.1 -- SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 -- COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 30 FEET PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOTCANDLE 01 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE 2.TRAVEL DISTANCE LIMITATIONS,(SECTION 1015.1) MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES - - -----— EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE MOST REMOTE SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 WNUTES AND POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON SITE GENERATOR - POI UNOBSTRUCTED ATO PATH OF EG TRARESS TRAVEL,SHALL NOT EXCEED THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH DATE: 6-"7 N FEET. (SEE TABLE 101 S.I) 2004 O.S.S.C. SECTION 2702, PER 2004 O.S.S.C.SECTION 1006.3 — — Kg: 066630.04 COMPLIANCE:MAXIMLIM TRAVEL DISTANCE- 175 FEET ® EXIT SIGN FILE: CD 3.EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1014.1) FE FIRE EXTINGUISHER - DRAWN' MA TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE CHECKED: IS PROVIDFD THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, — — - (SEE TABLE 1014.1) ACCESSIBLE AREAS/ROUTE COMPLIANCE:EXIT DOORS REQUIRED- 2 QUANTITY COPYRIGHT ANKROM MOISJIW COMPLIANCE:EXIT DOORS PROVIDED- 2 QUANTITY r 1 WHEELCHAIR SPACE/ ASSOCIATED ARCHITECTS 2006 L _ J WHEELCHAIR CLEAR AREA 4.TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1014.2.1, EXCEPTION 2) WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC 5'0 WHEELCHAIR TURN EGRESS SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, / AROUND AREA FLOOR PLAN h THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE _ MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. NEW TENANT PARTITION WAIL TO UNDERSIDE OF CEILING COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 22 FEET COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 24 FEET EXISTING WALL TO REMAIN T- 1 Ps zPERMIT SET 6-4-07, REV. 11 8-30-07 �. .... .. ..• ,. ;� . . ix3.'-r::. ,.- ....laN .bRA'•-49", -. t � �A., y,�y'q� i 111171 2T � •�. �� „• j t� p r I I �• r • • "i..,.. 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REPAIR WALLS AND FLOORS AT AREAS OF DEMOLITION O REMOVE EXISTING DOOR &INFILL WITH NEW WALL TO MATCH EXISTING EXISTING WALL 2. r-----� REMOVE EXISTING SUSPENDED CEILING SYSTEM. O N07 USED. `-----'J WALL OR ITEM TO BE DEMOLISHED 3. REMOVE ALL CA�lIpVG/WIWNG ADM CEILING NOT pcING UTILIZED. 4. REMOVE ALL EXISTING FLOORING MATERIAL.PREP FLOORS FOR NEW FLOORING PER `.l DEMO OPENINGS IN EXISTING WALL FOR NEW WINDOWS-SEE FLOOR FreASH PLAN. PLAN FOR LOCATIONS ODEMO EXISTING ENTKY DOOR&REPLACE WITH NEW GLASS DOOR ' O DEMO EXISTING CORRIDOR WALL AND RE-BUILD PER FLOOR PLAN DATE: 6-"7 Mpg: 066630.04 FILE: CD _ _DRAWN: AAA CHECKED: JS COPYRIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 20% gal DEMOLITION FLOOR PLAN o Z T-2 PERMIT SET 6-4-07 REV. 1 8-30-07 ..„.:. ............ :r kg1W."w;t�s°i.:bMq!'sku�yn x.;:'!ftksxw r.�yrt'w+aJy� ...,i1t,•c7, ... ,... .:., n. ,,... : ,: ... .. ,. ., .... 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MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE rxrr THE DOOR STATING: 'THIS DOOR TO REMAIN1 1/2 PAIR BUTTS-41/2" I I I UNLOCKED WHEN BUILDING 5 OCCUPIED' LEVER LOCKSET-'PASSAGE'TYPE I I wl '-" 2. EXT DOORS ARE OPERABLE FROM THE FLOOR STOP I I ( V) W INSIDE WITHOUT THE USE OF A KEY, GROUP 2-INTERIOR LOCKING-OFFICE I I ( (n F M SPECIAL KNOWLEDGE OR FORCE. 1 1/2 PAIR BUTTS-41/2" - I I W fV LEVER LOCKSET-'ENTRANCE" TYPE (EXISTING TENANT SPAE) I I N N 3. ALL HARDWARE IS ADA COMPLIANT. FLOOR STOP I I I Z r• 4. PKNIDE IS GA.BACKING AT ALL WALL STOP GROUP 5-RATED WALL-SINGLE LOCATIONS,F APPLICABLE. 1 1/2 PAIR BUTTS-41/2" 2 I 1 I LEVER LOCKSET-'xxx'TYPE I L. ' -- - - "- D O CLOSER GASKETING I I Q -' O W W FLOOR STOPIN ce GROUP 6-6FOLD _ - - CL z O HA ARE MANUFACTURER o FLOOR PLAN � z C)J N :3 FLOOR PLAN GENERAL NOTES FLOOR PLAN KED( NOTES FLOOR PLAN LEGEND ena � 1. ALL PARTITIONS TO BE INSULATED TYPE "B" UNLESS NOTED OTHERWISE-REFER TO SHEET T41 �/ HEADER TO BE 2"ABOVE SELF-SERVE BEVERAGE EXISTING WALL TO RFMAIN MARK DATE FUR,`.HALL DETAILS. �-/ COOLERS. VERIFY COOLER SPECIFICATIONS FOR INSTALLATION TO ALLOW FOR AMPLE CLEARANCE. 1 A-27.Oi 2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS IINI.ESS NC'TED 1 OTHERWISE. O ONE HOUR RATED HOOD/Dl1CTING TO OUTSIDE. NEW INSULATED PARTITION WALL TO CEILING GRID 3. PROVIDE BUILDING MANAGEMENT W17H AS BUILT DOCUMENTATION/DRAWINGS AT SEE DETAIL 14 ON SHEET T-8 FOR ADA RESTROOM B COMPLETION OF CONSTRUCTION. O ELEVATIONS. 2 4. ALL NEW WALLS TO HAVE SMOOTH WALL FINISH-NO TEXTURE. NEW INSULATED PARTITION WALL T� - — - STP.UCTURE 5. ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT. tTO GLASS RELITE OFFICE ROOM NAME 100 DATE' 64'07 ROOM NUMBER -- 1 fig; _066630.04 T- INTERIOR ELEVATION Rf.FERENCE FILE: CD DRAWN: MA --_ 2 DETAIL OR SECTION REFERENCE CHECKED: JS 308 NEW DOOR TAG COPYRIGHT ANKROM NK)ISAN ASSOCIATED ARCHITECTS 2006 ABBREVIATIONS DUPLEX RECEPTACLE E EXISTING SINGLE RECEPTACLE FLOOR PLAN N NEW ui R REMOVED � WAll4-PI.EX AND DOOR Q RL RELOCATED 220V RECEPTACLE +44" MOUN PING HEIGHT � WALL VOICE/DATA OUTLET SCHEDULE A.F.F.TO < D DEDV..ATED © 7 T-3 117) z PERMIT SET 6-4-07, REV. 11 8-30-07 A. . ..-. ,. •...•..":a'i'.YV&ilA"!M'77T$h. !f?:.iMY Ml.tt;:. ': :r. ::.:-ypiWc3Jlli.:ti�1 .1'1SY1MI@1'.'�sl1R'M�YN«i.'LIWMCIYMRdfnIMtY!CWh:FN{ ' AOF .,veI. �11ME.ur*•r ... �xwc sly+w!xwvl+wu+aMarw•sWY.aarMglllw+re..Td�eIIC.-.:.r,. , .,wa •� wr+M..,.r>.^ .•aW-„--•... . . •+► ,»w:+.»r,. ,uw '.•J�v+Kw�"� �"'�+ lI�A +. .atl!Mws..a WIIN►ar••e+ r....waia,ws..++.s, -*...liM�.«a+,.,ws..••. ,. _ .1p x,,,gNMWF. 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VERIFY VERIFY 1 _- Z n. 100 '"' SOUP WARMER 103 VERIFY VERIFY 2 COUNTERTOP SOUP WELL, BLACK POT STYLE,CWK 1-PKG .- 900 U SELF-SERVE BEVERAGE COOLER 100 S4' 30' 784/8 VERIFY VERIFY 2 TRUE FOOD SERVICE EQUIPMENT, INC.GDM.49,GLASS DOMS F [-9--\ PASTRY CASE 103 (An36 VERIFY VERIFY 2 u , 10 POP/BEVERAGE FOUNTAIN 102 VERIFY VERIFY I WITH ICE DISPENSER - - - -- - ai.. v — µ� � 11 SELf-SERVE COFFEE MAILER 102 VERIFY VERIFY 2 _ 27 Z �- m 12 DISH STORAGE SHELVING 106 60' 30' VERIFY VERIFY _ I FOOD STORAGE f -- �, 13 DISH STORAGE SHELVING 105 60' 24" VERIFY _ VERIFY 1 10j • 13 13 SALES COUNFER r t4 WORK TABLE 104 36 VERIFY VERIFY 1 W/DBL OVER SHELF O _ _ 1a3 3 � 15 PREP TABLE - 104 48' VERIFY VERIFY 1 REFR PREP TABLE W/DBL OVER SHELF _ ! \ � TR 36-3/4 VERIFY VERIFY 1 UE FOOD SERVICE EQUIPMENT, INC. TSSU-60.12 I O W 16 SANDWICH TABLE 103 60.3/8 30' - Q 20ELI 1 CONVECTION OVEN 104 38' VERIFY VERIFY 1 _ - _ r Cejj BROILER 104 24' VERIFY _ VERIFY I 99 FRYER 104 ISO VERIFY VERIFY I_ _ 14 15 r-9 I 00EXPO TABLE 104 VERIFY VERIFY _ 1 W/(2)OVER SHELVES13 1 I 21 EXHAUST HOOD 1V' 9' VERIFY VERIFY t 16 I DISH STORAGE PREP AREA 22 SOILED TABLE 106 48' 30" VERIFY VERIFY 1 22 106 104 I I 23 DISH MACHINE 106 30' VERIFY VERIFY 1 I r: 24 CLEAN TABLE 106 36' VERIFY VERIFY 1 � 7 25 F 104 27' VERIFY VERIFY 1 23 24 I 25 26 PANINI PRKStt 103 VERIFY VERIFY 1 27 CASK REG M 103 VERIFY VERIFY 1 LLJ I I I I L Llo AANFA�2 z I i toz L.IJ I I I p I I I I I I C) H (EXISTING TENANT SP+ I LLJ D I Z � h I I I I I I I V) inZ 11 F-m Z) w o I ILLJ co uw - -- CL z rimm`� EQUIPMENT FLOOR PLANtlr"\ 055 z \..,T-41/4"-1'-0• J � J C4O W EQUIPMENT PLAN GENERAL NOTES MMK 8-27-07 DATE DATE: _ 6 .07 SOB: 066630.04 FILE: CD DRAWN: MA_ -CHECKED: IS COPYRIGHT ANKROM MOISAN ASSOCLATED ARCHFFECTS 2006 EQUIPMENT FLOOR PLAN 0 9 ^� T-4 m tz� PERMIT SET 64-07, REV. 11 8-30•-07 qt I Tl17 floh www1r,1111111 111111111 1 1 T11w . .k � r + .,w. mow.-.. -....rnx.a fit+. w.o .iTw.++raR� �"�PMK�!If/kw�+. .r.w�leArnr, . R '=^w+rrroh.wiwr.:werwr ..ro.s■.."+hre9 r+•�Me•ke.wnwws...-m. .+nr1�++. ura ,-.w..,...,. .... eactsww� ' »......,rr.u+w.r..-«.....,..r,.r+.-r.e..rw:we .w . r,,w:•••.aM+/M:,•ip!111+RMMIa+rr � :tr!"tlIIYW"iM7M,*MYe►'a4?a .. .. .,, .,-, ... ` aplyr._.AM11(MW.IYn-AW.QfI!'.. 7tlYn,:.4Y . .. .•MTR S' .• MIMYYI. tELi wHJ'x:J.•. . 'fe1VM• .� ISYM / - Y n''-, .. .. .. .-` .- .e- [..r....b!` 1iR^.X'.iw [.b: Wl.ir,PVW.. BIlLI" •.'." .Set+.M+.::. g111111L..•..I� .!!M'YN^rw.iPnM: p{ ✓N 3 :4 C ' Cq f W ,y NR 1N1 t/'� �alw�, �ollsan OF z N 7'-11' 4'-2' Z i t 41:IQ O (OPEN CEILING TO STRUCTURE ABOVE) V) z 0 C CK ..._ d .s 0 Z o "'2 40 8 � 4 N REFLECTED CEILING PLAN LEGEND �. o !9 _ © S-0 . C=�-1 EXISTING WALL 4-3 41-39 3'-4* 3t4` - NEW WALLZg ITE -0'A.�9' f.F. CEILING HEIGHT ABOVE FINISHED FLOOR+9' A.F.!FT NEW 2' X 2' LAY-IN FLUORESCENT FIXTURE < N ref lop / ❑ < < RECESSED DOWNLIGHT 3 0 ' I W in A.F.F. ! r PENDANT OR SURFACE MTD. INCANDESCENT ITEI a 1* - --- ! w- -o A-- TRACK LIGHT W/HEADS FT 11 . , N I p � 3'-4" 3-4 1, __ I i I ® EXIT LIGHT AC WITH NATTERY BACV UP DIRECTIONAL ARROW UNITS WHERE LINE CF SIGHT TO NEAREST EXIT IS OBSCURED, (OPEN CEILING TO STRUCTURE ABOVE) e EXHAUST FAN 1%( i _ .- .-.L UPPER I •----- GYP. BOARD ( CABINETS '. CEILING/SOFFIT DIMMER SWITCH w I • F❑ WALL LIGHT 4 LLJa u 0 UPPER IrA Lu I 4 CABINETS V 1' W N N Ir 4'-0' 1'-10' '; z T l__ I 6'-ra" 4'-6' � Z N LLJ N Cie Qlu z Q REFLECTED CEILING PLAN 0ww� 1% -i 5 N oe J w � REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN KEY NOTES MARK DATE -- I. ALL WORK AND MATERIALS TU C 'i.l CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. ACOUSTIC CEILING TILE(KITCHEN AREA): , a-27-07- 2. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. MFR: STYLE: 3. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE,UNLESS NOTTCn OTHERWISE. GRID: 4. SWITCH UCHT FIXTURES AS,REQUIRED AND AS SHOWN ON REFLECTED CEILING PLAN. O ACOUSTIC OILING TILE(REGISTER/DISPLAY AREA): S. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATK)W DRAWING AT MFR: COMPLETION OF CONSTRUCTION. STYLE: GRID: DATE: 64-07 JOB: 066630.04 FILE: CD DRAWN: _M_A CHECKED: JS COMIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 20% sas�� REFLECTED CEILING` PLAN � mZ Tm5 PERMIT SET 6-4-07, REV. 1 , 8-30-07 r ' *Il�� r4i �, f^ � {' .,.:.,rob;.,�,t;.yGx�y.:.�Pfri"A+1RfaA �r`r'. -•n,y4�,1'•4111c}�-,.. ,•aR..'Tu_:.,7r':' c • 11 7.' �_.. n+wvt a.+w+lrwo,...Kw...�wtrtw.rC t.w:.",W1.t,w,.rrM.'_I.�hww► ln,.n.rt ,ur.,.+.. -aiws.....++a.. .�.. ^a�.er4�.r...w.!4,mrt'•,lF:�'lfNlw r�lv�x."w rK+V:il:�r. AL �ri+.�riJi�ali: ��:...::i�r.lrwl+.,.�r�snem_• xz,.vr�,...ws.� ..+.rsm-�+.•,urz.a.cwm�.}rr. �;,,.. s.. .wl �•ne.►.r.•wfe�rr,'iYfl'1I[:.nw�.n.rwr,�+.r•r.,�;r�AYir�.r.eaf�rt+.�u�.aa�,�,..: �..±Y►* ...+w:.: .... �:.,.. .. ,.^•.+.; :w�,urx�•w�r, .. . i.:,:...-+w�.a` ' ..+•a.c j;_ '•-'°'1'�'•+� lT' x.••1.4+}!'6'++Ot Mi- �"�MPtM'RV�. 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GYP - O- _ 103 SALES COUNTER - P-1 P-1 P-1 V-1,2, B- ACTO Z O 104 PREP AREA P-1 P-1 P-1 P-1 SV-1 B-1 ACT -- P-2 'SL-3 ENTRY 105 FOOD STORAGE P-1 P-1 P-1 P-1 SV-1 5-1 ACT Z 0 100 1 Nil, 107 ADA RESTROOM - - - - - GYP TILE AND FINISHES TO MATCH BURRING STANDARD 82 SOFFIT -- ----- SV-1 SL-1 _ Z SL_2 FINISH LEGEND � FOOD STORAGE _ 105 FIT < < SALES COUNTER FLOORING WALLS CASEWORK O P-5/WC-11 '03 SL-1 MARMOLEUM(WIDE STRIPE) P-1 GENERAL PAINT PL-1 OPTION 1 4 W ----� MFR:FORBO MFR: BENJAMIN MOORE COLOR PREVIEW WOOD VENEER-CABINET FACE AND P.O.S. INTERKW4S STYLE: REAL AUTHENTIC STYLE: 2156-30 MFR: TREE FROG VENEER BY CHEMETAL MM 006418 # I COLOR: 3173 VAN GOGH COLOR: DELIGHTFUL GOLDEN STYLE: 60604 I- I FINISH: EGGSHELL COLOR: CHERRY STRAIGHT GRAIN SL-2 MARMOLEUM(THIN'-TRIPE) DESCRIPTION: NO VOC PAINT CONTACT: DAVE SOMMER, I I I MFR:FORGO INTERRA ARCH. PRODUCTS,ON 22&2311 I — - STYLE: REAL BOLD P-2 ACCENT PAINT COLOR: 3202 WINE BARREL MFR: BENJAMIN MOORE COLOR PREVIEW OPTION 2 I 0 I - u STYLE: HC-136 ODUMILAMINATE-CABINET FACE DISH STORAGE I PREP AREA I FIT I I SL-3 MARMOLEUM(ACCENT SIMRU COLOR: WATERBURY GREEN MFR: FORMICA MFR:FORGO FINISH: EGGSHELL STYLE: 5904-43 STYLE: REAL BOLD DESCRIPTION: NO VOC PAINT COLOR: WILD CHERRY COLOR: 3134 AZZURRO FINISH: ARTISAN r,- ---. -.-- - - - -� P-3 ACCENT PAINT I -- SV-1 SHEET VINYL MFR: BENJAMIN MOORE COLOR PREVIEW I ,� I MFR: M/ANNINGTON LOMMERCIAL STYLE: 2094-10 PL-2 OPTION 1 I 11.1 -4 I L--- -- - - - - STYLE: 15157 COLOR: BURNT CINNAMON PLASTIC LAMINATE-BACK SPLASH COLOR: CHERRYWOOD FINISH: EGGSHELL MFR: ADVANCED TECHNOLOCY, INC.(800!849-1320 �/ DES011PTION: NO VOC PAINT STYLE: 0426 I B-1 RU88ER BASE COLOR: PATINA ESMERALDA W _ MFR: JOHNSONITE P-4 CEILING PAINT CONTACT: MCKILLIUN AMERICAN(503) 253-2424 I SEATING COLOR: 167-FUDGE MFR: BENJAMIN MOORE COLOR PREVIEW I AREA 2 STYLE: 2113.30 OPTION 2 I COLOR: BISON BROWN PLASTIC LAMINATE-BACK SPLASH I 102 FINISH: EGGSHELL MFR: ADVANCED TECHNOLOGY,INC.(800)849.1320 uj I DESCRIPTION: NO VOC PAINT STYLE: C414 U CfxOR: PATINA MALACHIT I P-5 GENERAL PAINT AT KITCHEN 001.1 : MCKILLICA"AMERICAN(503)253-2424 I MFR: BENJAMIN MOORE COLOR PREVIEW r I STYLE: 2154.60 OPTION 3 p� ui I COLOR:FILTERED SUNLIGHT PLASTIC LAMINATE-BACK SPLASH h M - FINISH: EGGSHELL MFR: CHEMETAL uj Z3 (-4 DESCRIPTION: NO VOC PAINT STYLE: 327 WITH SEAM kn I - COLOR: MELROSE z I CONTACT: DAVE SOMMER, 7nz INTERRA ARCH. PRODUCT'S,(206)226&2-A'WC-1 WALL COVERING(KITCHEN L— ———— — — —— — MFR: PL-3 PLASTIC LAMINATE-'COUNTER TOP AND 4'BACK SPLASH Z) STYLE: MFR: NEVAMAR w _ COLOR: STYLE: ALN002T Y ujuj U DESCRIPTION: ALL WALLS IN KITCHEN UP TO 6W A.F.F. COLOR: DECADENT ALLUSION N FINISH: TEXTURED ly a ZO PLH PLASTIC LAMINATE-CABINET FACE(DESIO MFR: FORMICA OT (� rl0I FINISH FLOOR PLAN STYLE: 7739-58 � Z T•r1 1:4`•1'•0' COLOR: COCOA MAPLE FINISH: MATTE PL-5 PLASTIC LAMINATE-COUNTERTOP(DESK) MFR: PIONITE �� N COLLECTION: SHELTON O Lid STYLE: PFA57 ^ C Q COLOR: HANGING GARDENS OF BABYLON FINISH: SUEDE FINISH PLAN GENERAL NOTES FINISH PLAN KEY NOTES FINISH PLAN LEGEND �`� °�'°" ' "''�K °"� WOOD VENEER-CABINET FACT(P.O.S.) 1 &Z7-07 -- -' MFR: TREE FROG VENEER BY CHEMETAL(800 &&6448 1. ALL INTERIOR WALLS TO BE A SMOOTH LEVEL 4 FINISH. O TILE AND FINISHES TO MATCH BUILDING STANDARD. EXISTING WALL STYLE: 60704 _ TILE TO 48'AT WET WALLS PER CODE. COLOR: WEN%•E STRAIGHT GRAN 2. UTILIZE MASTER PAINTERS IPLSTRUTE(MPO ARCHITECTURAL PAINTING,SPEC'FK:ATIONS. r NEW WALL CONTACT: DAVE SOMMER, - APPROVED MPI PRODL(7T5 TO BE UTILIZED OR PROVIDE SUBSTITUTK)N FOR APPROVAL TO INTERRA ARCH. PRODUCTS,(20W 226.2311 _ ARCHITECT. P1 PAINT TAG CPTION 2 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGC;SHELL FINISH,PREMIUM SYSTEM INSTALLATION !C LAMINATE-CABINET FACE(P.O.SJ U.O.N. MFR: FORMICA STYLE: 7739-SB - 4. SUBW DRAW DOWN AND MPI TEST RESULTS TO ARCFIITECT FOR AFPROVAL. COLOR:OOCOA MAPLE FINISH:MATTE DATE: )OB: 066630.04 FILE: CD DRAWN: MA _ CHECKED: JS COPYRIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 2006 FINISH h FLOOR PLAN 7 OLlit 9 T=6 m PERMIT SET 6-4-07, REV. 11 8-30-07 ;,;:n.Y;,-rarv,r;r. ,•• '=, vam:•a�wr,.rx� a_ IgLal - r � fir 1`�`. .,i• ,. . .< :- .. '�INJeNr isnl il�+rMSM'+'hN.Ya^•'lN Yle M"" liV Ai, � � r 4 . All ht ',,Y . 1..i.. ,. 'I.,. .. 'r + i + f n... .. 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Z Lu 3 U T-8 TYP (4)EQUAL CABINETS EQ EQ r-w — -- �- PL-1 � W -4j Ar lEXISTiNG WINDOWS) PL-5 Qti PL-2 — PL-2 4 FULL-HEIGHT FULL-HEIGHT N z r � H BACK SPLASH PL-3 BACK SPLASH W O PL-0 — M Y V - - - - -- - � � 77] q PL-1 - `i. z O l000 KEY PLAN z 4 wt � rl� SOUTH INTERIOR ELEVATION TMP r4"I SOUP/SANDWICH CABINETRY s CHIPS/CANDY DISPLAY _..� O _ T-7 3Jr,"-t�-0° T-7 Aw-1'-0" T-7 3/e'-1'-0" M ® "'� = hC o MARK DATE _ t &27-07 ----____- ------� -- —------ VERIFY C U N lNIQT 3'-0' (EXISTING WINDOWS) oc (EXISTING WINDOWS) PL-5 B TOP \ - BEVERAGE BEVERAGE PL-6 COOLER a COOLER 4 \ I II \ + 4 i DATE: 6-4-07 )OB: 066630.04 A \ PL-1 �� ;� PL-6 FILE: CD ___ - - ---- - -------- - ----- -- --- - - - - -- ------- - —__ _ — _ _—_— —_ ----- KEY PLAN SHELVING -- ^ B-1 DRAWN: MA INTERIOR ---_---- A B CHECKED: )S _ ,D EAST INTERIOR ELEVATION 6 CHIPS/CANDY DISPLAY T-7 3/e"_t'-0" _ COPYRIGHT ANKROM MOISAN ASSOCIATED ARCHITECTS 2006 INTERIOR ELEVATIONS T-7 . 1Z PERMIT SET 6-4-07, REV, 1 , 8-3C)-C17 ant m -'a ..a';,, >I ..,v_.. ..... . -,fi. .,:nwi.+lse.wxOnMI. tTit -fI- i 1 i • ' a 1i I ajl l� huh 4. i . r ' T ' • ' '�•.. ylYryR� _ L �.1.w.r..ru.sew.•-.+.r..serr*,...>,r...r.s,...•Ireww.-':. ..I.w,«+.e.w..Yw,rW.lt -+ra a�sft.rn,..w,»..rlbrw.l4wuMw:+Irw+.se+.ur lr.+u.eer.rR+-ew..wnrw..•w..ra. 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CASING BEAD GYPSUM f30ARD • • 1/4"MELAMINE BACK • __ SURFACES F S h x u, DOORS-3/4 MDF W/ 1 h ASTEN RUNNER TO CLG SUPPORT AT 2 °L ' ; PLAM 0 FACE, EDGES '---4"W RAIL 0 TOP& BOTTOM 0 V� FEET O.C.THRU NEOPRENE BLOCKS �++ � . • AND BACK OF CABINET Z a v METAL STUDS SEE MTL. STUD ADJ SHELVES-3/4" 4 �+ _- - - - - - - - _ - r SCHEDULE FOR GAGE,SPACING,AND � � � MELAMINE W/TAPED FACE � 'W ; r - PL LAM 0 FACE&EDGES, -" N - ��R-19 SOUND BATT INSULATION _ MELAMINE 0 DRAWER INT p o HEIGHT PROVIDE 4 MTL SUPPORT --""NAD)SHELVES-3/4'MDF 4 _ _ DRAWER-3/4'MDF FRONT, O w o+ IT T 1 CLIPS PER SHELF & W/MELAMINE ALL SIDES ,.� N ------- i/2"SIDES& BACK, 114" OG GYPSUM BOAR -8 MOUNTING HOLES 0 1 OC PROVIDE 4 MTL SUPPORT BOTTOM W/(WIRE PULLS TYP) METAL.STUDS,SEE SCHEDULE FOR �^-�` _ IN END PANELS CLIPS PER SHELF & GAUGE,SPACING,AND HEIGHT --SECURE TO HANDLE APPLIED LOADS • • MOUNTING HOLES 0 2"OC �j IA f . 4"W RAIL 0 TOP& • BASE PER FIN SCHED IN END PANELS FILE SYSTEM RAILS DRAWER HEIGHTS VARY W/ • BOTTOM OF CABINET —BASE PER FIN SCHED CABINET ELEVATIONS - - - • - 1/4"MELAMINE BACK - - - - - - - - -- - MELAMINE BOTTOM SHELF 1/4"MDF BACK U � a - ACOUSTIC SEALANT AT SUB - N " CONT 4'W BASE RAILS W/ UNDER-CABINET LIGHT _— (2) CONT 4 W BASE RAILS c�1 NOTE- REQUIRED EACH 2,500 SF CEILING AREA OR PROVIDE DETAIL 13 WHERE NOTED `� _ W/STRETCHERS 0 24"OC `� STRETCHERS 0 240 OC 3 —PULLS LIM PER SPECS 3" --FINISH FLOOR-SHIM CAB FINISH FLOOR-SHIM CAB AS WALL TYPE P STC 45.49 PARTITION WALL AS NECESSARY TO LEVEL - NECESSARY TO LEVEL N STRUCTURE _ ABINET W/ DOORS LOWER CABINET W/DOORS 5DRAWER PEDESTALPARTITION WALL TO GRID 2 TO WALL TYPE C 3 UPPER C 4 it T-8 1 1/2'-1'-0' �AU-r'�`+ T-$ 1 1/2'-1'-0' 1°�-` ALL-Ml T-8 1 1/2" - V.0" NUPPER-D T-8 1 1/2" - 1'-0' P-LOWER-0Dj ,�-81 1/2" - I'-0" P-811-FILE STRUCTURE: NO. 12 GAGE SUPPORT WIRE 9B AT 450 EACH WAY, 04 / 4 6 - LATERAL WALL BRACE �\ MAX 9A Ill. COMPRESSION STRUT, STABILIZATION BAR ABovE CEILING, 7 POP-RIVET - 81,MAX OSURE ANGLE, ALTERNATE F so 13 � 12 DIRECTIONS TO wy FA STUDS CLOSURE ANGLE, 12 — STRUCTURE 4'-0" 41-Of"' .o —PERIM R HANGER 12 1 -----� WIRE, 3 6'MAX. LATERAL BRACE AT 12'O.C.MAX 0 RID SYSTEMS REQUIREMENTS: • --MAIN RUNNEh, 1T .� GRID SYSTEM RATING: HEAVY DUTY. �, 2" / M DESIGN REQUIREMENTS:CEILING MUST BE DESIGNED PER STATE OF OREGON 2004 v 4 0% 8"MAX. 6,0 STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F,ASCE 7-02,CISCA IBC REQUIREMENTS: '� (NO ATTACHMENT) U RECOMMENDATION FOR SEISMIC ZONES 3&4. ® �� •� INSTALLATION: ARID SYSTEM RATING : DUTY FASTENER — ,Q r CROSS RUNNER, ,4 TO STUDS `. a 6' n -CLOSURE ANGLE: 2 INCHES WR EU3 HANGER (� W O MAIN RUNNERS:4 FEET O.C.,SUPPORTED WITH NO.B GA.WIRES AT 4 FEET O.C. (OR NO. WIREU3 i Al � M I 10 GA.WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT MAIN RUNNER, 1� -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT V J NOT LESS•THAN 200 POUNDS. WALLS WITH POP RIVETS 2" ` %, MAIN RUNNER, 1O Lu N CN MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS 6 CROSS RUNNERS:RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING _ — -PROVIDE [INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN o Z DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. EMT CONDUIT RUNNER AT PERIMETER AT UNATTACHED WALLS • 1/2"EMT CONDUIT UP TO 5'-10" ,,� V) Q3 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. , , Z) UDI Z 3/4"EMT CONDUIT UP TO 7'-0" -STABILIZER BARS: PREVENT SPREAD OF MAIN RUNNERS AND �` PARTITIONS 4 GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 1" EMT CONDUIT UP TO 9'-9" CROSS RUNNERS AT UNATTACHED CONDITIONS ,t ,� W O O INCHES OF CROSS RUNNER INTERSECTION. (A.)FOUR(4)-NO. 12 GA. WIRES SECURED TO METAL STUD _ -LATERAL BRACING co Y W LATERAL WALL BRACING:IN LIEU OF MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PUN AT AN ANGLE SINGLE 1 5/8"METAL STUD(20 GUAGE) UP TO 12' f_ 57lACINr ABOVE CEILING PROVIDE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH BACK TO BACK 1 5/8"METAL STUD(20 GUAGE) UP TO 15' -PERIMETER SUPPORT HANGER WIRE CL z O AEOACENT WALL,FRAMING FOR LATERAL WAY. SINGLE 2 1/2"METAL STUD(20 GUAGE) UP TO 13'-6" D SUPPORT OF WALL. ' IATERAL GRID BRACING LOCATION. STRUT TO BE BACK TO BACK 2 1/2"METAL STUD(25 GUAGE) UP TO 15' 11 11 O SO COMPRESSION STRUT AT EACH' — TYPICAL 2 WALL ANGLE TYPICAL 2 WALL ANGLE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, 6 WALL LATERAL B R.AC I N G SSPACED 12 FEET ON USPENSION SYSTEM. LATER IN BOTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH re" I GRID LATERAL FORCE BRACING 9 (ATTACHED) 10 (UNATTACHED) Ncw�u{A1ew• 1 1/2"-1'-0" nc&uUau-Revco �� 3"-1�-0• oce�c,ce►reac T-8 3"-1'-0" T-8 N.T.S. SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB,PROVIDE COUNTER SLOPE HANGERS. T-8 N p� � 7O WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS,PROVIDE TRAPEZE Wh FOR SPANS EXCEEDING 48 INCHES TO BE O d METAL STUD TABLE-MAX WALL 4 iEIGHT OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. TWO FIXTURE HANGING.i WIRE AT sno GAG' "M MAX WALL HE rt OPPOSITE CORNERS SE(URED TO sin � �� x EACH HANGER WIRE ANCHOR TO STRUCTURE TO HAVE 100 POUNDS MINIMUM TWO(2)MAIN STRUCTURE, Q9 MARK DATE 35/8- 25 362 S 125-18 169 15'11" 15'-1" WITHDRAWAL STRENGTH. RUNNER LIGHT 1 8-27-07 20 362 S 125-33 24" 13'-9" 12'-4» 9O LIGHT FIXTURE SUPPORT: DETAIL 13 CLIPS AT OPPOSITE 16' 20'-W 19'-0" CORNERS 24" 18'-60 17'-1" WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE A7 ACHED TO GRID MEMBERS / WALL MTD. LIGHT FIXTURE 6• 25 600S125-18 16" 191-9' - VVIR hIIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE COMPRESSION POST A �- 24" 16'-9' - COMti"4 WIRES. 20 600S123-33 16' 30'-10" 30'-1" 12 FEET O.C. EACH " " B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIP.E (21•NO. 12 GA. SUCK WIRES O _ 24 27'-2 26'-3" FROM FIXT 'RE HOUSING TO STRUCTURE r;nOVE. 5 l VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA) C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM STRUCTURE �- \\ MIRROR TABLES FOR NON-STRUCTURAL COMPOSITE SECTION IN INTERIOR APPLICATIONS(5 ABOVE BY APPROVE: HANGER. D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE " PSF)WITH DEFLECTION LIMB OF H/120. TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACI�ING IN AMY DIRECTION. I\ P.T.D. P.T.D. 24» t �-36"G.B.,BACK WALL - MIN. 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. / MIN. 36'MAX GYPSUM BOARD ON BOTH SIDES W/46 SCREWS AT 12 INCHES O.C.MAX. �0 INTERIOR PARTITION WALLS EXTENDING TO GRID,THAT DO NOT ALIGN WITH 4-WAY 19» I , 12" • BRACING OF GRID,MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 6. --- 36"MI 42 G.B. 6.07 Ar 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE ---- � HANGER WIRE AT 45^ � � �-'-42"G.B.,SIDE WALL DATE: BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE 1� PROVIDE SEISMIC JOINTS WHERE CEILING AREA-KCEEDS 2,500 SQ. FT.OR PROVIDE FULL FOUR WAYS \ V T.P.D.. I- =:�=- zi T.P.D. JOB- 066630,04 SECTION VALUES. HEIGHT PARTITION. DETAIL 5 OR DETAIL 14. _ - Z L J FILE: CD CEILING WIRE ATTACHEMENT 1 2 INCH CLOSURE ANGLE AT PERIMETER OF E,.CH 2,500 SF SUSPENDED CEILING SYSTEM, SAFETY WIRE ATTACHED TO MAIN RUNNER, g Z Z Z Z U • DRAWN: AAA CONSTRUCTION TYPE FASTNER (2)SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT SIDES TO BE CEILING GRID FIXTURE HOUSING, /� g • i v CHECKED: IS WOOD 1/4"X 3"SCREWW EYES UNATTACHED PER DETAIL 15. WRAPPED AROUND FIXTURE 0 k N N � G HANGING WIRE MIN.FOUR STEEL DECK PRE-DROP WIRES,CMI DCI OR DC 2 1/4" 1© WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCI%, ,0R. ovioE 2 INCH TIMES. SECURE AT DIAGONAL a+ 11 METAL DECK SCREW EYES. OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL CORNERS NOT CONTAINING CROSS RUNNER 8' 18" COPYRIGHT ANKROM MOIS/Vr POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTION 1 �60"MIN. ASSOCIATED ARCHITECTS 2006 CONCRETE HIT ANCHORS WITH FLEXIBLE HEAD CONNECTION. KNEE CLR. _ POURED IN CONCRETE PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL NOTE: CHORS REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURE! INTERIOR -- WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. NOTk:POWDER DRIVEN PINS SHALL NOT BE ALLOWED AS ACCEPTABLE ATTACHMENT DETAILS Its DEVICES IN CONCRETE CONSTRUCTION BASED ON THE PROHIBITION OF T HEiK USE RECESS MOUNTED g BY ASCE 9.6.1.6.5 THIS TABLE 15 PROVIDED TO GIVE GUIDENCE FOR ALTERNATIVES. RESTROOMa 14 TYPICAL FIXTURE MOUNTING HEIGHTS A• D�A1, SCHEDULES 12 SUSPENDED CEILING NOTES 13 LIGHT FIXTURE SCJPPORT9 a T-8 N.T.S. 0C-WAU4 KWMtE T-8 N.T.S. KwcW om T-8 N.T.S. WCttIG-SUM Rtr T-8 3/8"»-1'.0 ioe.a m � .. � T-8 PERMIT SET 6-4-07, REV. 11 8-30-07 u.tv4'..�1 II':., •.IyR'�� �! ldiG t"4{^Yi{.�w'... IbP.. f..� �b: :1 ... 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