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Plans (4) BUP2015 00028 D Ak M01 a O 1 1949 OF o GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX PROJECT LOCATION 2014 OREGON STRUCTURAL SPECIALTY CODE 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION,CONFLICTS T-0 COVER SHEET �— TM SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. CONSTRUCTION TYPE: VB T-1 EGRESS SHEET Iw r 3, �, NON-SPRINKLERED � "I 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 1 STORY Nk� T-2 DEMOLITION &FLOOR PLAN , + ta 4 '• - 1 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. BUILDING OCCUPANCY: B,WITH WAREHOUSE T-3 REFLECTED CEILING PLAN RS� ° # A9 ,0' �? I s s TENANT IMPROVEMENT SQUARE FOOTAGE: TOTAL OF 3,070(COMBINED OFFICE AND WAREHOUSE) T-4 t `• f � ; '` � .,: '' ? a: '^•..x. t 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES DETAILS 6720 SW MACADAM AVENUE,SUITE 100 ` �y AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. OCCUPANT LOAD FOR TENANT IMPROVEMENT. 16 219 —if SW Bw� T0503-24D5-701007 SLW E3urrt t Ln t Sw R Oak , 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED 117: �, 'Wakens Ln 117 SOUTH MAIN ST REET,SUITE 400 _ I UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. SEATTLE,WA 98104 s G .Ln _ e Ct A •�._ . r v hman T 206-576-1600 I SW i6r Ci � taral St— � 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO 0 ANKROM MOISAN ARCHITECTS INC. P,i � IMPLEMENTATION. - , See- � 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT 3 t " PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE Cy `� z � � � � � �' Sw k GENERAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS `" CONTRACTOR. art lronw�ad L�iatr , �g 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY ELECTRICAL Meadgy C!q�k : e �+; ;� :r,,, AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE GENERAL — CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL Pvo Cott�rrwogo I�' � ( WORK IS DONE IN CONFORMANCE TO MANUFACTURERS REQUIREMENTS. 2 MECHANICAL t!i QU _ r: - 21 FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS ton rtlttr a St '• j< I TO BE LOCATED INACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA =` 1 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL PLUMBING SW T(�'nakhy P1 ' ;' ,. ' WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. -" Noah Dakrrtk St i :+� + DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. �'," f _ -r I PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. FLS/SPRINKLER Mlvlaart � ► -? 3. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS _ o: p - r x = $ DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. SW Summer iM � � � �. __. tea ` ul: k, f 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH w Sumer G St ;* dlacier� i MATCHING BUILDING STANDARD TILES. ` � � St 4. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE ._____._. _t . %4� - "` AND THE INTERNATIONAL FIRE CODE. 62m. ma "`' s — ; 12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. V I C I N I TY MAP ADA UPGRADES. SUM MAR i 5. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALLY 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. CODE 2014 EDITION,SECTIONS 1006 AND 1011 SCALE: N.T.S. 14. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. 6. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS TOTAL COST OF CONSTRUCTION: $47,000 ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL 25%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $11,750 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL SPECIALTY CODE 2010 EDITION. AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND INSTALLATION. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. ADA UPGRADES 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER NEW ADA RESTROOM $7,600 TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. NEW ADA HARDWARE AT DOORS $ 875 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS UNLESS NOTED OTHERWISE. TOTAL COST OF ADA UPGRADES: $8,475 ct W PROJECT TEAM w `° U w BUILDING ADDRESS 10190 SW NIMBUS AVENUE, SUITE J-6 Ln F_ m -------_—_-----___.----------------_--------------------_____.__.___ ._ PORTLAND, OR 97223 N W t� SCROLLS BUSINESS CENTER z > � �A OWNER/LANDLORD KG INVESTMENTS 10240 SW NIMBUS AVENUE, SUITE L-3 un t/) O PORTLAND, OR 97223 :DW = CONTACT: KYLE LATTA m m IU Ln PHONE: (503) 598-9980 - O w !� Z - w Sport y N Court�-" LL .. ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS ® u 6720 SW MACADAM,SUITE 100 O F- W PORTLAND, OR 97219 oe W F- CONTACT:JILL SAB IN U PHONE:(503)245-7100 (� O O FAX:(503)245-7710 CONTRACTOR TBD O/ REVISION DATE REASON FOR ISSUE rn ro XXX XXX CONTACT: XXX PHONE: (503) XXX I o LOCATION OF WORK - BUILDING J, SUITE 6 CCB (503) XXX I cn COVER SHEET CITY OF TIGARD Q I xNlm REVIEWED FOR CODE COMPLIANCE its nfer f Approved: of =V W OTC: r r Z t Road f u7 ..6r �W oils Sgt Y __ PCrinit#: ��c�t•�C �J�CJ�-'v �� sw sch � � Address: ('} I suite#; PERMIT PLANS Nw To Highway 217 $yr`' Datet Z and Washington Square Fn �m KG � � BUZZ ELLIS & BEN MC INNIS � �� 70:i-222-�100 ' DATE PROJECT MANAGER �� OFFICIO COPY 02-15-2015 JS SCHOLLS BUSINESS CENTER BUILDING i SUITEJ 6 I PROJECT NUMBER SHEET NUMBER W N KEY MAP - FIRST FLOOR 142950 , SCALE: N.T.S. SCALE aO EGRESS SUMMARY 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3, EXCEPTION 1.) THE , WAREHOUSE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B, F, �. OOM SJ 10 ] AND S, SHALL NOT BE MORE THEN 75 FEET.(NON-SPRINKLED) RL�rA'j 1949 466 M 2 1 300 w 1� OF COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL-65' 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 200 FEET.(SEE TABLE 1016.1 XNON-SPRINKLED) TM FE COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 65' 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE TABLE 1015.1) COMPLIANCE: EXIT DOORS REQUIRED- 1 COMPLIANCE:EXIT DOORS PROVIDED- 2 6720 SW MACADAM AVENUE,SUITE 100 97219 OR D, 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1, EXCEPTION 2) T PORTLANRTLAN OR 7100 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE 117 SOUTH MAIN STREET,SUITE 400 SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL 98104 WA, NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL SEATTLE, 206-EE,WA 00 DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE: MINIMUM SEPARATION REQUIRED- N/A ©ANKROM MOISAN ARCHITECTS,INC. OPEN OFFICE COMPLIANCE: MINIMUM SEPARATION PROVIDED- N/A J-106 ROOM Sf RM OCC 1 360 14 OLF E 1 100 w EGRESS PLAN NOTES MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. EGRESS PLAN LEGEND NEWADARR 105 ROOM RM OCC J- i 10000 200 Occ TYPE ROOM SUMMARY TAG i \,?I 200 -n PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY G FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY J-1 4 THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY LOBBY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702, PER J-100 OFFICE 2010 O.S.S.C.SECTION 1006 OFFICE 317E RM OCC J-102 3 NEW BUILDING STANDARD EXIT LIGHT AC WITH BATTERY BACK-UP ROOF RM OCC DIRECTIONAL ARROW UNITS WHERE LINE OF SIGHT TO NEAREST EXIT J-103 1 100 B ROOM SF RM OCC IS OBSCURED. 255 3 1 100 B $ 5 LF CC NP FE FIRE EXTINGUISHER 1 100 B L_ J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA •. •. •• OFFICE J-101 , 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA • ROOM SFRM OCC 150 2 Nzi.l.100 B NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING 7 EXISTING WALL W U Iw to �_ m W `n _Z > c11 Ln O 1 EGRESS PLAN M m W T-1 1/8"=1' o" m 0� w V) _ O w J Zz o O Ch = &3 W v o0 0 U REVISION DATE REASON FOR ISSUE uo rn N I CD I w EGRESS PLAN Q� om 3 NU (0u) PERMIT PLANS 0w N Z Z V) m= Qm N N DATE PROJECT MANAGER J J 02-15-2015 JS J 0 3_ PROJECT NUMBER SHEET NUMBER wN 142950 p j SCALE __j T 1 1 /811=1 '-011 FLOOR PLAN GENERAL NOTES tip' Moo DEMOLITION SCOPE a D. 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED LI�a 1. PARTITIONS, DOORS,RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED ORO OTHERWISE. r"f ^� RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 3 ® '" 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT OF 1" 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE WAREHOUSE COMPLETION OF CONSTRUCTION. = ' DEMOLISHED, LEAVING OUTLETS IN WALLS AND SURFACE MOUNTED, REPAIR/PATCH AS J REQUIRED. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI .>;. STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. <,,; ------- FLOOR FINISHES FOR FUTURE TENANT. 4. REPAIR EXISTING DAMAGED DOORS WITH DOORS FROM BUILDING STOCK. �-- 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR TM DIRECTION AND AUTHORIZATION BYA STRUCTURAL ENGINEER.CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE.CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER I 5. PATCH AND REPAIR ALL HOLES IN EXISTING WALLS.TEXTURE TO BUILDING STANDARD. I I I I ' isad 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, Ankrom Mo ------ FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY ------, SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY 6720 SW MACADAM AVENUE,SUITE 100 _T. r-------, i LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. FINISH NOTES PORTLAND,OR 97219 r I T 503-245-7100 L-------J i PAINT ALL WALLS NEW AND EXISTING BUILDING STANDARD PAINT (1)COAT 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW 1' PRIMER,(2)COATS PAINT,COLOR TBD. I 117 SOUTH MAIN STREET,SUITE 400 CONSTRUCTION.COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. SEATTLE,WA 9810 -------------- --_L T 206-576-1600 Ott_ �tt �T�I 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. 2 NEW ARMSTRONG SHEET VINYL COVE TO 6"AT BOTH NEW RESTROOMS ----r--_---- � rho ��---3- WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ©ANKROM MOISAN ARCHITECTS, INC. ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. OPEN OFFICE 2 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS J-106 3. RFP TO 48"AT BOTH RESTROOMS,COLOR TBD. PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE Tn SELECTIVE DEMOLITION. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. (POWER ---- ----- FLOOR PLAN KEYNOTES jl y POLE I j-��------, 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND 1O INSTALL NEW BUILDING STANDARD DOOR WITH OCCUPANCY INDICATOR LOCK. ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND I LIT RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES,CARTONS,AND NEW ADA COMPLIANT RESTROOM. FLOORING TO BE SHEET VINYL COVED TO 6". OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF O ALMOND COLOR FRP BOARD TO 48",ALL WALLS,TRIM/CAP TO BE ALUMINUM EACH WORKING DAY. PIPE AND DUCT SHAFTS,CHASES, FURRED SPACES,AND SIMILAR SPACES 2 CHANNEL.ALL NEW BUILDING STANDARD FIXTURES,ADA COMPLIANT. INSTALL rt"J------- SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, FIXTURES PER DETAILS.ADD BUILDING STANDARD ACCESSORIES. I I r----------- EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. C 2 7'-6" EXISTING ROOMS TO REMAIN. PATCH WALLS AS NOTED IN GENERAL NOTES. �n-r�- i -T-, i 10. PATCH/REPAIR WALLS AT AREAS OF WALL AND CASEWORK DEMOLITION. PREP TO RECEIVE NEW BUILDING STANDARD FIXTURES AT EXISTING RESTROOM. PROVIDE NEW a \ �j I NEW PAINT FINISH. O BUILDING STANDARD RESTROOM ACCESSORIES. ---_ - t= ADABRyl 0 J-1051 A - FLOOR PLAN SYMBOLS e 4TR EXISTING WALL 1 J-1 4 DEMOLITION PLAN KEYNOTES NEW INSULATED PARTITION WALL THROUGH CEILING x GRID T- D OREMOVE EXISTING FIXTURES AND REPLACE WITH NEW BUILDING STANDARD. O3 O GLASS RELITE O2 CAP OFF PLUMBING PER CODE, FOR FUTURE USE. OFFICE OFFICE O J-102 ROOM NAME J-103 LOBBY OFFICE100ROOM NUMBER \" J-100 2O KEYNOTE ^' INTERIOR ELEVATION REFERENCE O T OFFICE J-101 2 DETAIL OR SECTION REFERENCE I T W 308 DOOR TAG z W � A� WALL TYPE U w DUPLEX RECEPTACLE V) N DEMOLITION PLAN SYMBOLS w V) r4 ABBREVIATIONS z � EXISTING WALL E EXISTING Q O DEMOLITION PLAN - - - - 2 NEW FLOOR PLAN N NEW � (D _ — — — = WALL OR ITEM TO BE REMOVED T-2 1/8"=1'-0" R REMOVED w RL RELOCATED V) — 0 GLASS RELITE +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. Lij J z � OFFICE ROOM NAME D DEDICATED O L 100 ROOM NUMBER O w U OKEYNOTE 00 V) 0 U REVISION DATE REASON FOR ISSUE O Lo rn N I ca I w F- / DEMOLITION & FLOOR PLAN Q� J ..m O/ Z PERMIT PLANS 0w N Z Z V) Fns m DATE PROJECT MANAGER Lo J J 02-15-2015 JS J J —O PROJECT NUMBER NUMBER SHEET NUMBER W N 142950 O, T SCALE -2 1/8"=1 '_011 z �C REFLECTED CEILING PLAN GENERAL NOTES 1. NEW BUILDING STANDARD SUSPENDED CEILING GRID AND ACOUSTIC TILES.REUSE EXISTING LIGHTS AS SHOWN ON RCP. ! fl 2. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION 1940 DETECTORS AS NECESSARY.CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR TO DEMOLITION. OF 3. REMOVE AND REPLACE ALL HVAC REGISTERS. 4. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED r-------- OTHERWISE. 5. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT TM --{---4-- COMPLETION OF CONSTRUCTION. 6. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. 7. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. 7 TYP. Ankrom Moisari i i !Ll 1 8. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND 6720 SW MACADAM AVENUE,SUITE 100 INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE PORTLAND,OR 97219 DEEMED TO BE EQUIVALENT TO WALLS.) T 503-245-7100 L 9. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE 117 SOUTH MAIN STREET,SUITE 400 PROVIDED.(NOT REQUIRED-CEILING IS LESS THAN 2.500 SQUARE FEET). SEATTLE,WA 98104 A r MI --T--F—I I I I I I I T 206-576-1600 1 1- 4 L J L F--' - 10. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. 0 ANKROM MOISAN ARCHITECTS,INC. 41 y ir— If I I I rBF I/\ I - - ---- ---- 4 f-- L !POLE 6 Ir REFLECTED CEILING PLAN KEYNOTES I 4 i �� O M EXISTING GYP CEILINGAND REPLACE WITH NEW 1 lx)�-11, 1 ---- EXISTING HEIGHT. I EXISTING CEILING TO REMAIN r--j-----F— (D REMOVE EXISTING SUSPENDED CEILING SYSTEM HUNG"WITHIN"EXISTING WALLS. =T L= INSTALL NEW BUILDING STANDARD GRID AND TILES"WITHIN"EXISTING WALLS.(MATCH jT'l IO OLD LOCATION). - le ADA-RR, EXISTING CEILING TO REMAIN.PATCH/REPLACE MISSING OR LOOSE 4"BATT INSULATION, INSTALL"FS"PAPER AT ENTIRE WAREHOUSE CEILING. -- --- ---- REMOVE ALL SPEAKERS AND"NON-COMPLIANT"ROMEX,CONDUIT OR RESIDUAL CABLING -s" TO MAKE ABOVE CEILING CODE COMPLIANT. --4-J SALVAGE ALL LIGHTS FOR REUSE,REPLACE GRID AND TILES ONLY. O -r I 1 ,'I I # I RM O IL---- 3 4 r —r--r 04 0Y51 1 M 'il 1>1 ')�'i 11 h /I --h /I "N "s, IVA REFLECTED CEILING PLAN SYMBOLS T 1 I T -j NEW/RELOCATED 2'X 4'LAY-IN FIXTURE r-7Z--;7-1 ui REMOVED FIXTURE HVAC REGISTER SHOWN FOR LOCATION ONLY WZ' U Lu V) m NEW EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW.UNITS D r4 WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. V) w to Nrl E LU 0) GYP BOARD CEILING/SOFFIT Ln— < Z tn 0 REVISED REFLECTED CEILING PLAN n :j 0 DEMO REFLECTED CEILING PLAN tOO2 m a3 wABBREVIATIONS w LLJ T-31/8"=l'-O* 1/8"=V-0" o E EXISTING Z 0 u- LLJ N NEW —J Z R REMOVED 0 Ln -r g Lu RL RELOCATED W +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. o 0 V) r tl vi D DEDICATED REVISION DATE REASON FOR ISSUE 0 rn C14 I D ch DEMO AND REVISED RCP Of Lo W z w C14 (0 cn PERMIT PLANS C-4 Z N- <M DATE PROJECT MANAGER V)En -i-i 02-15-2015 JS Jo PROJECT NUMBER SHEET NUMBER 142950 0 TSCALE - I8"=1 '-0" 3 NOTE: e'------SECURE TO HANDLE APPLIED 1940 LOADS SEE SCHEDULES FOR 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA APPROVED ATTACHMENT *AC1 93". DEVICES. OF 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA UNDERSIDE OF EXISTING "AC308". STRUCTURE POP-RIVET SPREADER 8 3. POWER ACTUATED FASTENERS (PAF) 8" MA CLOSURE ANGLE. LATERAL WALL BRACING 4 FEET n12 a. MUST HAVE CURRENT ICC-ES REPORT O.C., ALTERNATE DIRECTIONS PER FASTEN IN CLOSURE ANGLEO b. CANNOT BE USED IN TENSION WALL LATERAL BRACING DETAIL TO STUDS 12 c. REDUNDANCY REQUIRED. MINIMUM 3 PAFs INSTALLED IN ANY PERIMEJER HANGER APPLICATION. MINIMUM SPACING SHALL BE PER PAF LISTING WIRE, @ d. INTERIOR WALLS: NEW ACOUSTIC CEILING PANEL TM VALUE) INCREASE FACTOR OF SAFETY TO 2:1 (50% OF THE LISTED MAIN RUNNER.01 e. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED 2 INCH CLOSURE ANGLE, OR 2" f. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH APPROVED ALTERNATE 00 8" MA THE ADOPTION OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE 4. STATEWIDE ALTERNATE METHOD: NEW GYP. BD. CEILING REQUIREMENTS: (NO ATTACHMENT) SCREW ANCHORS. IN THE ABSENCE OF AN APPROVED [CC-ES REPORT -GRID SYSTEM RATING HEAVY DUTY Ank m Moisa % UNDER THE NEW ICC ACCEPTANCE CRITERIA, SCREW ANCHORS MAY BE z SOUND BATT INSULATION 9, FASTENER % < A TO STUDS PERIMR HANGER ETE USED SUBJECT TO THE FOLLOWING: i -CLOSURE ANGLE: 2 INCHES a. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED CL GYPSUM BOARD N. WRE,(j 6720 SW MACADAM AVENUE,SUITE 100 b. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM W METAL STUDS, SEE MTL. STUD -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT PORTLAND,OR 97219 BUILDING CODE OR 2000 INTERNATIONAL BUILDING CODE; DESIGN V) % WALLS NTH POP RIVETS MAIN RUNNERC) SCHEDULE FOR GAGE, SPACING, T 503-245-7100 SHALL BE BASED ON 50% OF THE VALUE LISTED 2*1 AND HEIGHT C. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION -PRO 10 -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE % 117 SOUTH MAIN STREET,SUITE 400 UNDER THE NEW ICC ACCEPTANCE CRITERIA PER THE 2003/2005 %k ANGLE TO MAIN RUNNER AT PERIMETER AT SEATTLE,WA 98104 INTERNA11ONAL BUILDING CODE, DESIGN SHALL BE BASED ON 80% ECURE TO HANDLE APPLIED UNATTACHED WALLS -576-1600 OF VALUE STATED IN THE REPORT. A COPY OF THE REPORT SHALL LOADS T 206 BE PROVIDED TO THE JURISDICTION HAVING AUTHORITY tSEE GENERAL NOTES) -SPREADER BARS: PREVENT SPREAD OF MAIN d. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED ACOUSTIC SEALANT AT SLAB RUNNERS AND CROSS RUNNERS AT UNATTACHED Q ANKROM MOISAN ARCHITECTS,INC. e. THIS ALTERNATE METHOD IS APPLICABLE TO PROJECTS SUBMITTED CONDITIONS FOR PLAN REVIEW PRIOR TO MAY 1. 2009. -LATERAL BRACING PIP!ACGER2V3E WALL TYP E C -PERIlj� WALL ANGLE TYPICAL 2 WALL AN GLE rt "%� ( ATTACHED ) r5--'-N U NATTACHED )*'05� GENERAL NOTES too"2� PARTITION WALL TH RU GRID r3 4 �-4 1 1/2"=1'-O* 18C-GENERAL NOTES k 1* 4 3'=l'-O' IBC-CLC-GENERIC - 02.08\%:-4 30=1#-On 1 1/2"=J'-O* IBC-WALL-C 12-10 IBC-CLC-GENERIC 0108 UN-ATTACHED AT 4 10 14 L.—STRUCTURE NO. 12 GAGE SUPPORT WALL TO STRUCTURE T-4 T-4 OR T-4] 8 9B WIRE AT 45- EACOAY, OR SEISMIC JOINT- 4 OI 1 —1 1 - @ 4 TYPICAL GRID MAX 4 LATERAL WALL COMPRESSION STRU 5 BRACE ABOVE CEILING, ALTERNATE DIRECTIONS TO 4 ,_b NO. RE AT RE 6 Ir STRU 13 ir t STRUCTURE PER 4#-On %K . . . . . . . ASCE 7-10 SECTION _j 13.5.8.1 LATERAL BRACE AT 12' O.C. MAX 0 SYSTEMS FtECIUIRME14TS: 0 2,500 W < - GRID SYSTEM RATING: HEAVY DUTY. MAX. oval 0 41.A - DESIGN REQUIREMENTS: CEILING MUST BE DESIGNED PER STATE OF OREGON 2007 STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F, ASCE < f 7-02 OR -05, CISCA RECOMMENDATION FOR SEISMIC ZONES 3&4. I to W INSTALLATION: (n A"o (D MAIN RUNNERS: 4 FEET O.C., SUPPORTED NTH NO. 12 GA. WIRES AT 4 FEET CROSS RUNNER, O.C. (OR NO. 10 GA. WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE 2 ZMAIN RUNNER,o 1 9 1,0 DESIGNED TO SUPPORT NOT LESS THAN 200 POUNDS. T-4 T10 5 -4 T-4 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR EMT CONDUIT OR LESS. 1/2- EMT CONDUIT UP TO 5'-10" rl 4 3/4- EMT CONDUIT UP TO 7 -8" \jZ4 PARTITIONS HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. l" EMT CONDUIT UP TO 9'-9" GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND METAL STUD _+.rrPARTITION TYPE LU LATERAL WALL BRACING: IN LIEU OF WITHIN 2 INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR (4)-NO. 12 SINGLE 1 5/8- METAL STUD (20 GAUGE) UP TO 12' TO UNDERSIDE BRACING ABOVE CEILING PROVIDE GA. WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM BACK TO BACK 1 5/8- METAL STUD (20 GAUGE, UP TO 15' OF GRID DOES z ADJACENT WALL FRAMING FOR EACH OTHER IN PLAN AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM SINGLE 2 1/2- METAL STUD (20 GAUGE) UP TO 13'-6" NOT EFFECT Lu k.0 LATERAL SUPPORT OF WALL. CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH WAY. 2,500 SF --!n BACK TO BACK 2 1/2- METAL STUD (25 GAUGE UP TO 15'0 MAX AREA u LU 5 COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. SMUT TO TYPICAL SUSPENDED v) D MD r4 BE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING 'N GLATERALton WIRES, SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS. STRUT TO BE r6 WALL LA TERAL BRACING r8 RID FORCE RACI CEILING SYSTEM PLAN COMPATIBLE WITH SUSPENSION SYSTEM. MC-OLG DIAGRAM - 02.08 ui cn �-4 H.T.S. 1 T-4 N.T.S. Z > z SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE < METAL STUD TABLE - MAX WALL HEIGHT L/240 HANGERS. tn 0 D m (D X STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT TWO FIXTURE HANGING WIRE AT co Lu COMPOSITE NoN-composiTE sitc-55 1 7 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE W vi 362 S 125 TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE SUSPENSION FOR SPANS OPPOSITE CORNERS SECURED TO o Lu 3 5/8 -18 16- 54;fo-N4- 12'-6" STRUCTURE W 24* 13'-5* 1o'-10" 0 EXCEEDING 48 INCHES TO BE MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD TWO (2) MAIN J z Li- 20 362 S 125-3316'-5* 15'-6* ROLLED CHANNELS. ui 16" RUNNER LIGHT Z oG 25 600 S 125-18 24* 13'-6" EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 CLIPS AT 0 6n 16m 19'-9" OPPOSITE 24" 16 24''--6"9" 23 11POUNDS MINIMUM. CORNERS IF=- uj 20 600 S 125-33 16" " N- 24" 21'-7* ---A 20'-10" 9 LIGHT FIXTURE SUPPORT- DETAIL 13 COMPRESSION POST u oIZ o D VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID AT 12 FEET O.C. (SSMIA) TABLES FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - TANDEM EACH WAY. IN INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240. FIXTURES MAY USE COMMON WIRES. 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA. GYPSUM BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. SLACK WIRES FROM FIXTURE HOUSING TO STRUCTURE ABOVE. REVISION DATE REASON FOR ISSUE 0 C. LIGHT FIXTURES IN EXCESS OF 56 LBS. TO BE SUPPORTED DIRECTLY FROM Lo R HEIGHT LIMITS 2. ARE LESS WERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE 0) STRUCTURE ABOVE, WIRES MUST BE TAUT. a. C14 BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM. ATTACHMENT DEVICE TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY SECI710N "qWNG WIRE ATTACHEMENT DIRECTION. HANGER WIRE AT co CONSTRUCTION TYPE FASTENER 45* FOUR WAYS 190 INTERIOR PARTITION WALLS EXTENDING TO GRID, THAT DO NOT ALIGN WITH WOOD 1-/A-X 3- SCREW EYES 4-WAY BRACING OF GRID, MUST HAVE THEIR OWN LATERAL WALL BRACING STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 0 PER DETAIL 6. SAFETY WIRE ATTACHED TO AIN RUNNER .1/4* METAL DECK SCREW EYES. CEILING GRID FIXTURE cn POST TENSION PRE-DROP WIRES, EMBEDS, 1/4mX 3/4 11 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT. OR HOUSING, WRAPPED AROUND DETAILS CONCRETE METAL HIT ANCHORS PROVIDE FULL HEIGHT PARTITION. DETAIL 4 OR DETAIL 14. FIXTURE HANGING WIRE MIN. FOUR TIMES. SECURE AT POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4-X 3/4' 9 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED DIAGONAL CORNERS NOT CROSS RUNNER co ICONCRETE METAL HIT ANCHORS CEILING SYSTEM, (2) SIDES TO BE ATTACHED TO ADJACENT WALLS, (2) CONTAINING MAIN RUNNER NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OPPOSITE ADJACENT SIDES TO BE UNATTACHED PER DETAIL 15. LIGHT CLIPS. TYPICAL BRACING CONNEanom OTHER STATES VERIFY WITH AHJ. 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH NOTE: 6 B tow REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 5 L OR LESS. LIGHT o z OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT FIXTURES WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM IN ALL HORIZONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND STRUCTURE. PENETRATIONS WITH FLEXIBLE HEAD CONNECTION. PERMIT PLANS z RECESS MOUNTED LIGHT FIXTURE SUPPORT rl`\ ZW rl"T� SCHEDULES 12 SUSPENDED SUSPENDED CEILING NOTES rl3 4 < - DATE PROJECT MANAGER V)(n MC-CLG-NOTES - 02.08\,.Z-4 �-4 N.T.S. 8C-WALL-S0iEDULE -12-1D\ �-4 N.T.S. mr 02-15-2015 JS Jo KTA 0-0 kl.�j PROJECT NUMBER SHEET NUMBER 142950 0 SCALE i T-4 1/811=1 1-011