The URL can be used to link to this page

10260 SW GREENBURG ROAD-38 r F t I �� '�s�t✓� � G� �� fT�JD �C TCO L RAW I NON 1, THE SPECIFICATIONS, INC�uDED HEREWITH, ARE AN INTEGRA' PART 4• FIRE RESISTIVE CONSTRUCTION =� �- EXISTING DOOR OF THESE CONTRACT DOCUMENTS AND ALL CONDITIONS MENTIONED EITHER T1.0 TITLE 5F4EET , SHnLL. BE EXECUTED AS THOUGH SPECIFICALLY MENTIONED IN BOTH, „ REFER TO PROJECT DATA T THIS SHEET FOR �HE TYPE OF CONSTRUCTION THIS �, T.LI �:GCE891BILITY SHEET' AND STRUCTURE' ADHERES TO. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL CETAILS 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE BE FIRE-STOPPED BY ONE OF THE FOLLOWING MEANS; REQUIREMENTS OF THE TUALATIN VALLEY FIRE MARSHAL, THE CITY OF TIGARD BUILDING � A. PIPES, CONDUITS, ETC. PASSlNC THROUGH R. TED WALLS, FLOORS, ROOFS, EEC. ' OFFICIALS AND UTILITY COMPANIES FURNISHING SERVICES. NOTHING IN THE NEW DOOR FLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS PERMITTING WORE( SHALL BE FIRE-STOPPED WITH A UL LlCTF D FIRE STOP SEALAN I IN ACCORDANCE A A '�!i•TECTURAL THAT IS NOT IN CONFORMANCE WITH APPLICABLE CODES OR REGULATIONS. WITH TF:E APPROVED UL LISTED SYSTEM. CODES GOVERNING THIS WORK INCLUDE, BLIT ARE NOT LIMITED I0 THE B DOOR OPENINGS SHALL BE PROTECTED BY A ULLISTED OR EQUAL) DOOR ROOM NI.AME ROOM NAME ALI SITE PLAN, DETAILS F OLLOW,NG: ( -- A2.1 FLOOR PLAN AND COOR FRAME, ALL RATED DOORS SHALL BE POSITIVE LATCHING, AUFO- X A2.2 POWER/SIGNAL PLAN 1997 UNIFORM BUILDING CODE WITH OREGON AMENDMENTS MMIC CLOSING AND GASKETED TO PREVENT PASSAGE OF SMOKE. - - ROOM NUMBER A3.I DOOR SCHEDULE -� 1997 INTERNATIONAL MECHANICAL CODE WITH OREGON AMENDMENTS A4.1 REFLECTED GE!L!NG PLAN R O B B IN s C. MECHANICAL HIR DUCTS PASSING THROUGH RATED CONSTRUCTION SHALL BE — --” -- ROOM TYPE A6"1 FINISH PLAN 1997 UNIFORM PLUMBING LODE wlrH OREGON AMENDMENTSC. BY STATE FIRE MARSHAL APPROVED FIRE DAMPERS, AI0,1 INTERIOR ELEVATIONS 1999 UNIFORIA ELECTRICAL CODE WITH OREGON AMENDMEN i S INSTALLED IN STRICT ACCORDANCE WITH THE MANUFAC i URES PRINTED INSTRUC A10.2 INTERIOR ELEVATIONS P A R � H A L L E 1997 UNIFORM FIRE CODE WITH TUALATIN VALLEY AMENDMENTS TIONS. "'ROVIDE ACCESS PANELS WHERE REQUIRED TO RESET/ TEST UNIT -,. _ All.l PARTITION 4 FRAMING DETAILS ASSEMBLIES INCLUDING St ELVES SHALL BE APPROVED ALSO BY THE I.00AL HARD1,4ARE SET AI1.2 CASEWORK DETAILS BUILDING OFFICIAL PRIOR fO INSTALLATION. AI-12 DOOR TYPE �FER TO THE DOOR A11.3 I-116CELLANEOUS DETAILS --r SCHEDULE SHEET AIIA 1`116CELLANEOUID DETAILS One Amerl^,a Plaza Al2.1 SPECIFICATIONS D. ALL. PENETRATIONS IN F,,.%-ILD WALLS OVER 16 SQ. INCHES Si TALL BE BACK- 600 West Broadway WRAPPED WITH 5/8" TYPE Y GYP. BOARD. WHERE PENFRATIONS OCCUR ON -- nooK NUMaER AI2.2 SPECIFICATIONS Suite 200 OPPOSITE SIDES OF THE WALL, SEPARATE SUCH PENETRATIONS HY MINIMUM OF San Diego 24". UNPROTECTED PENETRATIONS (UND7R 16 SQ. IN.) SHALL NOT EXCEED DETAIL. REFERENCE California 92101 335 100 SQ IN, TOTAL FOR EACH 100 SQ. FT. OF WALT_. XX P 619.231 1960 REQUIREMENTS OF CODES AND REGULATIONS SHALL BE CONSIDERED AS .X UPPER PORTION INDICATES DETAIL NUMBER F619.231 1920 MINIMUM, WHERE CONTRACT DOCUMENTS EXCEED W/O VIOLATING CODE AND g. PROVIDE ACCESS PANELS WHERE NECESSARY TO PROV,C= ACCESS TO FIRE LOWER PORTION INDICATES SHEET NI'MBER www.avrp.com WREGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALT. TAKE. PRECEDENCE. DAMPERS, ELECTRICAL, DISCONNECTS, PUMPS VALVES, ETC, WHERE SUCH PANEL WHERE CODES CONFLICT, THE MORE STRINGENT SHAH APPLY. 15 IN A RATED ASSEMBLY IT SHALL BE OF THE SAME RATINU AS THAT ASSEMBLY, r— X}- WALL TYPE SYMBOL. Au REQUIRED PERMITS SHALT. DE OBTAINED FROM THE BUILDING OFFICIALS STRUCTURAL ALL IDEAS, DESIGN ARRANGEMENTS AN l 6. THE. LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS IS THE GROUND FLOCR. PLANS INDICATED OR REPRESENTED BY AND THE LOCAL FIRE MARSHAL. BEFORE THE BUILDING IS OCCUPIED, FIRE DEPT, 91.0 SHEET NAMS THISDRAWING ARE OWNED BYAND ARE APPROVAL. SHALL BE REQUESTED PRIOR TO I'RAMING INSPECTION THF PROPFRTYOFAUSTIN VFUMROBBINS 7. ALL REQUIRED PERMITS MUST BE CIFITAINED FROM THE FIRE PREVENTION BUREAU A PARSHALLE AND WERE CREATED,EVOLVED, 4 ! INTERIOR ELEVATOR REFERENCE MECHANICAL AND DEVELOPED FUR USE ON.AND IN BEFORE THE BUILDING S OCCUPIED' CONNECTION WI-H.THE SPECIFIED 3, AN" CONDITIONS SHALL FIELD VERIFY ALL LOCATIONS, L`IMENS17NS, D XX d ELEVATED WALLS ARE SHOWN SHADED "I.0 SHEET NAME PROJECT NONE OF SUCH IDEAS AN" CONDITIONS Of WAI"l-S, DOOR S, PE_UVBING, MECHANICAL ELECTRICAL ITEMS, ARRANGEMENTS OR PLANS SHALL BE USED ETC. (WHETHER SHOWN OR NOT SHOWN ON THE DRAWINGJ) PRIOR TO START OF B. BUILDINGS UNDERGOING CONSTRUC:ON, ALTERATION OR DEMOLITION SHALL BE IN -x UPPER PORTION INDICATES DETAIL NUMBER BY OR DISCLOSED TO ANY PERSON FIRM CONSTRUCTION. CONTRACTOR TO ADVISE THE ARCHITECT OF ANY ADVERSE ACCORDANCE WITH CFC ARTICLE 87. LOWER PORTION IN.'.)IGATES SHEET NUMBEQ PLU_r 1. iNQ OR CORPORATION FOR ANY PURPOSE CONDITIONS OR DISCREPANCIES. C WHATSOEVER WITHOUT THE WRITTEN PL0 SHEET NAME PF RM SSION OF AUSTIN VF UM RUBS NS PARSHAI I F 4, EXIT!:) b_ EXTERIOR OR INTERIOR ELEVATION SYMBOL ELF�-TR_I=,+rr XX A. ALI EXITS SHALL" BE PROVIDED IN ACCORDING TO CHAPTER 10, OF THE UBC * -X UPPER PORTION IONS LOWER PORTION INDICATES SHEET NUMBER INDICATES DETAIL NUMBER E1.0 SHEET NAME E1 H. ALL LX11 DOORS SHALL BE OPEN:ABLE 4BBRE'1/I A I FROM THE INSIDE WITHOUT USE OF A KEY _ ON ANY SPECIAL. KNOWLEDGE CR EFFORT AND SHALL BE ACCESSIBLE BY THE HANDICAPPED. PROVIDE PANIC HARDWARE AT EXITS TO EXI ERIOR AND AS ACT ACOUSTIf.;AL CLNG TILE ID INSIDE DIAMETER REQUIRED BY CODE . ALUM ALUP^INU11! INSUL INSULATION WALL SECTION REFERENCE CL I ENT APPRO\/� ALT ALTERNATE INT IN-ERIOR --_- XX UPPER PORTION W-CdCATE8 DETAIL NUME5ER T i�■ AP ACCESS PANEL JAN JANITOR 5. hLl GlA`;5 SHAH COMPI Y WITH (HE REQUIRE MtN15 OF CHAPTER 24 OF THE UBC. ARCHITECT LA" LAMINATE LOWER PORTION INDICATES SHEET NUMBER w S Bi: E30ARD LLH LONG LEG HORIZONTAL REVIEW AND APPROVED FOR DESIGN INTENT, ANT' EXCEPTIONS BLDG BUILVINu LLV LUNG LEG VERTICAL /x\ HAVE BEEN NOTED. 6. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN BLK'G BLOCKING LGT. WT LIGHT WEIGHT REVISION SYMBOL NUMBER RELATES ToCD ACCORDANCE WITH CFC ARTICLE 87. .fC 48101] BM MEAM MAX MAXIMUMISSUED ADDENDA BOT,BTM BOTTOM MECH MECHANICAL 7 ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS CAB CAB'NET MIN hIINIMUM TO BE PY'NLY VISIHLE AND L_.GIBLG FROM THE STREP OR ROAD FRONTING THE CARCPT CARF't=T MISE MISCELLANEOUS CLIENT DATE ----- -- PROPIRIY. [CFC §901.4.4,1 CEM,CMT CEMENT NIG NOT IN CONTRACT REVISION SYMBOL NUMBER RELATES TO =3 CENTERL!NE NO NUMBER ISSUED BULLETIN - DATE i W t7 CV 8. ALL DECORAI!VL IAATF.RIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. [CODE REGS., CLG, CLNG CEILING NTE:, NOT TO SCALE OX CLIENT TIT. 19, 43.08,.1.21, CFC 42501.5 GLR CLEAR OG ON CENTER CT COUNTER TILE OOUTS Inc DIAMETER '3GTFCOUNTER, ENTER OFGI O :NER FURNISHED, 1.N PROJECTOA*,4/ EGAL OESCRPT � 4GE V� APPRO 'LI cc 0COL COLUMLLD I CONST CONSTRUCTION OF°N3 OPENING PIRIE PROTECTION AND CONT CONTINUOUS OPP OPPOSITE CORR CORRIDOR PL PROPERTY LINE OC.CUPANC' TYPE: B/ A-3 +, m EIRP RNS18TI1/r RATING R8QUIi'a sPM&%Ta: DBL DOUBLE PLAT PLASTIC LAMINATE _J Cr) = DEPT DEPARTMENT PLWD PLYWOOD 0 zoO OF DRINKING FOUNTAIN POL POLISHED TYPE OF C•ON6TRUCTION: TYPE 1, FULLY SPRINKLERED 33. n- 1 PORTAHL E IRE EXTINGUISHERS DIA,d DIAMETER PR PAIR 1 CD DIM DIMENSION PT PRESSURE TREATED THE CONTRACTOR SHALL PROVIDL Al LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF DISP DISPENSER PNT,PTD PAINTED 2-A 10H:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE ON 001,41N QT" Q•.1 12 STORIES NUMBER OF STORIES: O FEET OF PORTION THEREOF ON EACH FLOOR. EXTINGUISHERS SHALL BE PROVIDED FOR DURAG THE DR DRAIN R RADIUS CONSTRUCTION PHASE. THE OWNER SHALL PROVIDE ADDITIONAL EXTINGUISHERS AS REQUIRED BY THE FIRE DETDTL DETAIL RD ROOF DRAIN DEPARTMENT FIELD INSPECTOR BUILDINS AREA DWG DRAWING REF REE�RENCE ROLL EiIXI'H FLOOR 1/s,346 SF DNR DRAWER REINF REIWORCING TF-NPsaT EXPANSION SIXTH FL0-O3 3,146 SF A SODIUM BICARBONATE OR POTASSIUM BICARBONATE DRY-CHEMICAL-TYPE PORTABLE FIRE EXTINGUISHER EA E,4CH RM ROOM HAVING A MINIMUM RATING OF 40-8 SHALL BE INSTALLED WITHIN 3( FEET OF COMMERCIAL FOOD EJ EXPANSION JOINT RO ROUGH OPENING HFAT-PROCESSING EOUIPMFNI ELECT ELECTRICAL RUB RUBBER ENCL ENCLOSURE SC SOLID CORE SITE AREA: AC. EQ EQUAL SCHED SCHEDULE 2 FIRE SPRINKI FR SYSTEM EW EACH NAT SHR SHOWER APN": EAC ELECT. WATER COOLER SHT SHEET -LEGAL DESCRIPTION- A. INSTALLATION OF THF SPRINKLER SYSTEM SHALL NOT ESE STARTED UNTIL COMPLETE EXG,EX EXISTING SIM SIMILAR FLANS AND SPECS., INCLUDING WATER SUPPLY INVORMATION AND TYPE OF ETR EXISTING TO REMAIN SPEC SPECIFICATIONS - ■ SPRINKLER SY;TEM, IF ANY, HAVE BEEN APPROVED BY THE LOCAL FIRE MA.(SE-TALL.. EXT EXTERIOR 8o SQUAREi��O��• r �r \ ' I � �O Y D THE AUTOMATIC SPRINKLER PLANS SHALL INCLUDE THE SPACING AND DETAILS OF FD FLOOR DRAIN 8T. STL. STAINLESS STEEL DRAWN SFPEC FIRE EXTINGI:ISHER CAB STD STANDARD THE SUPPORT AND BRACING OF' FIRE SPRINKLER PIPING. PROVIDE ANCHORAGE FHC FIRE HOSE CAB STOR ST�OR,4GE DETAII-S AND CALCULATIONS FOR THE CONNECTION OF SWAY BRACING TO THE FIN FINISH STL STEEL BUILDING ADDRESS 10260 ON GIQEENBURG RD. CHECKED SN STRUCTURE. DESIGN LOADS FOR THE ANCHORAGE MAY BE COMPUTED PER APPENDIX FIXT FIXTURE STRUGT STRUCTURE POt+?'T'LAND, OR SET ISSUED REFSA-3- 10.3.5.1 : OF" NEPA 13 OR TABLE 3-5,3.5,t IDE NEPA 13. FLR FLOOR SUSP SUSPENDED CORPORATION REFER TO PLUMBING SHEETS FOR FURTHER REQUIREMENTS. FT FOOT TEL TELEPHONE BUILDING TENANT MICROSOFT C. COMPLETE PIANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE-EXTINGUISHING SYSTEMS, F URR FURR TEMP TEMPORARY 10260 SW GREENBURG RD. SUITE (P00 MEP 12 WOO INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER GA GAUGE TW THICK PORTLAND, OR 91223 GALV GALVANIZED TYP TYPICAL (E)0.13) CONSULTANTS TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER GD GRAB BAR LION UNLESS OTHERWISE NOTED FIRE-PROTECTION SYSTEMS AND APPURTENAIICES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE CONTACT: LOBI COLBY PERMIT/.BID 12.20.00 SAFE_-TY FOR REVIEW! AND APPROVAL PRIOR TG INSTALLATION. GL GLASS VCT VINYL COMPOSITION TILE GSM GALV. SHT. METAL VERT VERTICAL ARCHITECT / CIVIL AUS'"IN VEUM ROBBINS PARSHA 'I E ' U. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM SHALL_ BE TESTED IN GYP GYPSUM BOARD VEST VESTIBULE STRUCTURAL 60Z ; 1,LEST BROADWAY y� ,Ill PRESENCE OP" THE ENFORCING AGENCY. HDR HEADER VIF VERIFY IN FIELD HnWD HARDWOOD W/ WITH 8,4N DIEGO, CA 92101-3352 (6191 X31-196© � 1. UNLESS NOTED OTHERWISE OR DISALLOWED BY CODE, ALL 17IR� SPRINKLER HDWR HARDWARE 114DA D 000 CONTACT. ANG, OR :=� HEADS WILT. BE INSTALLED WITH FLUSH COVER PATES WITH 4 WHITE FINISH. IF IST NEIGH? W/r7 WITHOUT L I L OR ANY REASON RECESSED CUPS ARE UTILIZED, THE CUPS AND HEADS SHALL HORIZ HORIZONTAL WGT WEIGHT SW CORAL ST.CONSTRUCT 10N MANAGER MORTENvON — ,Q atI'� HAVE A WHITE FINISH. V RR2, BOX 52 O I rms SW WASHINGTON SQUARE RD F. THE FIRE SPRINKLER SYT;Tr M SHALL BE DESIGN!BUILD ANL IN ADDITION TO BOWMAN, ND 58623 01 HAWING ALL DEVICES REQUIRED WITHIN THE BUILDING, WILL ALSO INCLUDE (IF _. '— (101523-3110 REQUIRED BY LOCAL AGENCIES) A COMPLETE WATER SUPPLY SYSTEM INCLUDING AN CONTACT: DAN PETERSON 6 PROJECT NO.: 00643.01 APPROVED BACKCHFCK DETECTOR(S), ALARMED I LOW SWITCHES, ETC. "I AM THE DESIGNER IN CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT THE EXIS'T'ING MECHANICAL NORTH PACIFIC SA LOCUST ST. GC7NDITIONS ARE IN F=ULL- COMPLIANCE WITH CURRENT TITS ACCESSIBILITY G. COMPANY ADDRESS --. APPROVED AUTOMATIC FIRE -EXTINGUISHING SYSTEMS SHALL PROVIDED FOR REQUIREMENTS TO THE EXTENT REG)UIRED BY LAW." CITT, ESTATE, ZIP SHEET'fITLE: THE PROTECTION OF COMMERCIAL- COOKING EQUIPMENT. SEPARATE COMPLETE PLANS F-OR THESE SYSTEMS SHALL BE SUBMITTED TO FIRE FLAN CHECKIN 936 F` FOR REVIEW AND APPROVAL PRIOR 10 INSTALLATION. "I AT THE DESIGNER IN CHARGE OF THIS TENANT I. TPROVEMENT PROJECT. 630-3CONTACT: 13OB �\ � ', TITLE SHEET HAVE INSF :.^.TED THE SITE/PREMISES AND DETERMINED THAT THE EXISTING TENSON E LEC.TR!C \�� CITY OF T' N H. Al: VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER REST ROOM SERVING AREA OF ALTERATION ARE ACCESSIBLE ACCORDING ELECTRICAL CSW COLUMBIA, SUITE 4br�' �� Approved -. ... SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE TO CURRENT REQUIREMENTS." Approve. .( ►: ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. PORTLAND, OREGON 91Conditionally 1ppro 201 For Only the work o e1 In: SIGNATURE:_-- (503)241-4812 INSTALLATION OF FIRE AU.RM SYSTEMS SHALL BE IN ACCORDANCE WITH LOCAL DATE:____ - c PERFAIY 140._ �. � i AGENCIES r– __ CONTACT: RO..S CROSBY � � �: Microsoft Cortland I See Lel".r lo. FOIL .... . ............ . litac GENERAL CONTRACTOR MALIE3U PACIFIC PROJECT JobArllr _S: AN SHEET NO IF THE BUILT '!G INSPECTOR DETER MINES NONCGt'1PLIANCE WITH ANY CURRENT 135 N.E. JACKSON SCHOOL RD. SITE DY• -��'tl'-4 s�° ' ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE 311JEN 11TTAL OF 1.4ILLSBORO, OREGON 91114 3. SPRINKLER HEAD LOCATION COMPLETE AND DETAILED PLANS TO THE PLAN REVIEW DIV131GN OF THE (!503)693-919'1 WHERE NOT IN CONFLICT WITH APPLICABLE CODES CENTER ALL HEADS IN CEILING PANELS AND IN DEVELOPMENTAL SERVICES DEPARTMENTFOR FURTHER REVIEW. PLANS MUST CONTACT: CRAIG SANDA•;A: ROOMS AND AS PER ARCHITECTS REQUEST OR REVIEW OF SHOP DRAWINGS. CLEARLY SHOW ALL EXISTING NON-COMPLYING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC,) AND P Ir-,-OSED 211 8T MODIFICATIONS OF DEFICIENCIES TO MEET CURRENT AGGESSIBIL Ir. PROVISIONS. THE TI m0 PLANS MUST BE STAMPED BY THE FIELD INSPECT OR PRIOR TO SUB"-IiTTAL FOR PLAN \ \ REVIEW. '`�� PLAN 10260 S1 V Greenburg Rd. - SUP 2000-00506 1 or r-,..... .• ...... a+Y,-r�r.,.........w.. ...elm.,...-.—...... __—_. rt-. STRIP '11.1 .I CmI 1l l i l I III 1I I I1 I I I I+I I III IILII III11 I ILII I ILII till I ILII ILII I ILII ILII I tllll!IIIiIIIi�,III IILII�ILII IILII I(III IIlli IILII I111-11 IaLEGIBILITY O 2 , !III III II I.IL,I119 S L.IrI IM IwIItIv7...I.I.I..I.ILfI,,I�ILII IILII�9ILII IIL2II�0ILII IIL2II�1ILII III2I'I 2' �2•.3 IIL2II�4ILII IIL2II�5I�r.,VI2II I6uil,11211 I7IlIII2I:I8, II; I2!�9ull , 30 (c Y , N9N1 9 10ZCD ! LWAIIL I a1,�1.iJ�ldlal J►.I 1 oz 01111110,— 110. iI A ., t" 4 t F • AC C E S S I B LI T__ Y _ NOTES : STAIRWAYS A. STAIRWAYS SWILL NAVE HANDRAILS ON EACH SIDE, AND EVERY STAIRWAY REQUIRED TO GENERAL Bi MORE THAN 88 HANDRAIL FOR EACH 1N WIDTH SRAL,88" OF REQUIRED EWIIDTH. INTER H NOT MEDIATE LESS THAN ONE HANDRNLS SHALL BE A SITE OLVELOPfrIE1�T ANO GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL SPACED APPROXIMATELY EQUALLY ACROSS THE ENTIRE WIDTH OF THE STAIRWAY. SEC ELEVATION PLAN . ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF 1003.3.6.1A TRAVEL, AND WHERE NECESSARY TO PROVDE ACCESS, SHALL INCORPORATE PEDESTRIAN B.HANDRAILS SHALL BE 34' TO 38" ABOVE THE NOSING OF THE TREADS. SEC. 11336.4.2 2 do RAMPS , CURB RAMPS, ETC, SEC 11278.1 FIG 11B-35- B.AT LEAST ONE XCESSIBLE ROUTE WITHIN THE BOUNDARY of THE SITE SHALL_ BE C.HANDRAILS SHALL EXTEND A MINIMUM OF 12' BEYOND THE TOP NOSING AND 12" PLUS THE + n PIJ�1�SIDE -- I PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE TREAD WIDTH BEYOND THE BOTTOM NOSING. SE(:. 11338.4.2.2 IIB-35 E -1 PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS 10 THE ACCESSIBLE FIG. 1B 35 do 11B- 37. BUILDING ENTRANCE THEY SERVE. WHEN MORE THAN CNE ROUTE IS PROVIDED, AL ROUTES SHALL BE ACCESSIBLE. SEC. 11148.1.1. D.WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD I 0 Q _ N CREATE A WARD, THE. TERMINATION OF THE EXTENSION SHALL BE MADE EITHER 1 LES M" I C.THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE ROUNDED OR RETURNED SMOOTHLY TO THE FLOOR, WALL, OR POST. WHERE THE STAIRS A U S T I N CLEAR BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE I ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHAM BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. SEC. 11338.4.2.4 & FIG. 118-35 AND 118-37. F- ACCESSIBLE ENTRANCE TO THE SITE TO THE MAXIMUM EXTENT FEASIBLE, COINCIDING WITH 30" X 48" N. THE ROUTE FOR THE GENERAL PUBLIC. 9 ExR Cpt � CLR. AREA SEC. 11148.1.2 AND 11278.1. E 111334 4.DS SHALL BE RETURNED OR TERMINATED IN NEwEI POSTS OR SAFETY Ur f. SEC 24 0J1i I D. NRUVIDE SIGNS DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EVERY F. HANDRAILS PROJECTING FROM A WAIL SHALL HAVE A SPACE OF 1-1 2' BETWEEN THE WALL PkIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN AND THE HANDRAIL IiANDRAILS MAY BE LOCATED IN A RECESS IF 7NE RECESS IS A { LL Y Y ACCESSIBLE ROUTE TDAVCL. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18' ABOVE THE TOP OF TILE RAIL. SEC. R O B B I N S BUILDING ENI RANCES AND SHALL COMPLY WITH SECTION 111795. SEC. 11278.3. 1133B.4.25 k FIG. 11B-36. E. MAXIMUM SLOPE OF ThE PARKING SURFACE AT ThE ACCESSIBLE SPACE IN MAY G, THE UPPER APPROACH ANC THE LOWER TREAD OF EACH STAIR SH.LL BE MARKED BY A X DIRECTION IS LESS THAN 1/4" PER FOOT PER UBC SECTION 11298.4.4. THE STRIP OF CLEARLY CONTRA,` NG COLOR AT LEAST 2" AND NO MORE THAN 4' WIDE AND P A R S H A L L E 1114 PEDESTAL OPTIONAL MAXIMUM SLOPE AT THE PASSENGER LOADING ZONE 15 TO BE LESS THAN 2%. PLACED PARALLEL TO AND .OT MORE THAN 1' FROM THE NOSE OF THE STP OR LANDING F. IF THE BUILDING INSPECTOR OEILRMINE-� NONCOMPLIANCE WITH ANY CURRENT TO ALERT THE VISUALLY I' AIRED. THE STRIP SHALL BE OF MATERIAL THAT IS AT LEAST AS ACCESSIBILITY PROVISIONS OF THE UW, HE/SME SHALL REQUIRE SU8MFFIAL OF SLIP-RESISTANT AS THE "(HER TREADS OF THE STAIR., A PAINTED STRIP SHALL BE Q� ACCEPTABLE. SEC. 11331).4.4 do FIG.11 B--35. �) I COMPETE AND DETAILED PLANS TO THE PLAN REVIEW DIVISION OF TI4F DEVELOPMENT L SERVICES DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL H.WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER .APPROACH AND ALL TREADS One America Plaza 600 West Broadway U / / 4" TYP. WHEN OCCURS - EXISIING NON-COMPLIANCE CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2' AND NO TO MEET CURRENT ACCESSIBILITY PROVISIONS. THE PUNS MUST BB TIO SE STAMPED PY Q 1?° MIN, SITE PIAN, FLUOR PUNS, DETAILS, ETC.) AND PROPOSED MMORE THAN 4 WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1' FROM THE NOSE OF Suite 200 u CLEAR IF DOOR EQUIPPED NOTE: IF Y t$ LC$5 THAN 30", THEN X NOTE IF Z IS GREATER THAN 12", THE. FIELD INSPECTOR PRIOR TO SUBMITTAL FOR PUN RE'llE1M. THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A San D e MATERIAL THAT IS AT LEAST AS SLIP--RESISTANT AS THE OTHER TREAD'; OF THE STAIR. A 9 WITH CLOSER. SHALL BE GREATER THAN 21". THEN Y SHALL BE GREATER PAINTED STRIP SHALL BE ACCEPTABLE. SEC. 1133B4.4 k FIG. 118--35. California 92101 3352 ►- THAN 30 �:;,LKP 619 231 1960J AND SIDEWALKS J. All. iR�AD SURFACES SHALL BE SLIP-RESISTANT. TREADS SHALL HAVE SMOOTH, F 619.231.1920 ROUN'�ED, OR CHAMFERED, EXPOSED EDGES AND NO ABRUPT EDGES AT THE O A. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED NOSIAG.(FRONT EDCE). SLC. 11330.4.5.1. Www.avrp.com I, B Z PU9F, 91 DE ErY 48' NEPS WIDTH.OR BY ABRUPT CHANCES IN I-EVEL EXCEEDING 1/2', AND SHALL BE A MINIMUM OF K.THE NOSING SHALL NOT PROJECI MORE THAN 1-1/2": PAST THE FACE OF THE RISER BELOW. SEC. 11338.4.5.2 k FIG. 118-35. B.WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED TH15 DETAIL SHALL BE U5F_0 FOR ACCESSIBILITY REQIUREMENT5 ONLY. ACTUAL" WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" L. OPEN IISERS ARE NOT PERMITTED. SEC. 11338.4.5.3 k FIG. 118-35. Al I IDEAS DESIGN ARRANGF11 NTS AND TELEPHONE OBE SELEC fED E3--T ARCHITECT. SEE EQUIPMENT SCHEDULE• MAY BE VERIiCAL. SEC. 11338.7,4 do FIG. 118-5E (C) AND (D). PLANS INDICATFD Olt REPRESENTFD BY THIS DRAWING ARE OWNED BY AND ARE C.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL TIIF PROPERTY OF AUS1 N VFUKI ROBS NS COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEC. 1138.7.4 PUBLIC TELEPHONES PARSHALLE AND WEHF CHL-AII=U L-VOLVED AND DEVELOPED FOR USE ON AND IN D.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WAI K EXCEEDS 1 VERTICAL TO 20 A.IF PUBL'; TELEPHONES ARE :'ROVIDED, THEY SHALL 8E MADE ACCESSIBLE. SEC. 11178.2.1. CONNECTION WITH,THE SPECIFIED HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF SIC11UN 11338.5 AS A PEDESTRIAN PROJECT NONE OF SUCH IDEAS, B.A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" BY 48" THAT FLOWS EITHER A FORWARD ARRANGFAIFNTS OR PIANS SHAT I HF USff) \ F, e00R CLEARANCE5 2 T RAMP. SEC. 11338.7.3 OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT BY OR DISCLOSED TO ANY PERSON r IRM I E.WALK AND SIDEWALK SURFACE CROSS SLOFES SHALL NOT EXCEED 1/4' PER FOOT. SEC. TELEPHONES. SEC, 11178.2.2. do FIC. 118-4. OR CORPORATION FOR ANY PURPOSE _ - - - - - --- - 11J38.7.1.3 WHATSOEVER WITHOU'THF WRITTEN 3/4 -0 C.BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDE APPROACHES TO TE-LEPHUNES PERMISSION OF AUS'IN VEUN BOBBINS /2 , _ II` F. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A DOOR OR �' PEOPLE WHO USE WHEELCHAIRS: SEC. 11178.2.5. PARSHAuLF GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 WIDE BY 44 DEEP AT A D.THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN REACH RANGES IN DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEC. 11338.7.5 SECTIONS 1188.5 AND 11188.6. SEC 11178.2.6 A( FIG. 11B-4. G.WALKS SHALL EXTEND A MINIMUM OF 24' TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS I OWARD THE WALK, SEC. 11338.7.5 E.TELEPHONES MOUNTED DIAGONALLY IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 54' H.ALL WALKS WITH CONTINUOUS GRADIENIS SHIT HAVE LEVEL. AREAS AT LEAST 5' IN ABOVE THE FLOOR. SEC. 11178.2.6 do FIC. 11B-4, LENGTH AT IN'ERVALS OF AT LEAST EVERY 400' SEC. 11338.7.6 F.THE CORD FROM THE TELEPHONE TO THE HANDSET SHALI BE AT LEA:T 29' LONG. SEC. J. WALT( AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS: SEC. 1023.1 11178.2'11' A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLOPE G.FOR SIDF< APPROACH TrLE-."1NES, THE ENCLOSURE I"VERHANG SHALL BE NO GREATER RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. SEC 113387.1.1 THAN 19 AND THE HF,"iHT 01 THF LOWE'S'T OVERHANGING PART" SHALL BE EQUAL TO OR B. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP-RESISTANT. SEC. 11338.7.1.2 GREATER THAN 27'. SEC. 11178.2.7.1 d1 FIG. 118-4(A). K.WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER H.FOR FROWARD APPROACH TELEPHONES, IF THE ENCLOSURE OVERHAND IS GREATER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID THAN 12", THE CLEAR WIDTH OF 1HE ENCLOSURE SHALL BE 30" MINIMUM: IF THE CLEAR OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2' WIDE IN ONE DIRECTION. IF WIDTH OF THE ENCLOSURE IS LESS THAN 30', THE HEIGHT OF THE LOWEST OVERHANGING GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG rel',%AL*4E EQUAL TO OR GREATER THAN 27'. SEC 11178.2.7.3 ESC FIG. 11B-4(C). DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL SEC. 1023.2 do 9 ••ll G FIG. 11B-7B(A). J. ENTRANCES TO FJL HEIGHT ENCLOSURCS SHALL BE 30" MINIMUM, SEC. 11178.2.7.2 & FIG. 11B-4(B) Uj K.WHERE TELEPHONE ENCLOSURES PROTRUDE INTO WALLS, HALLS, CORRIDORS OR AISLES, THEY SHALL ALSO COMPLY WITH SECTION 1178.2.7. N ENTRANCES, EXITS, AND DOORS L. TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER CAP. IF BANKS OF PUBLIC TELEPHONES ARE PROVIDED, AT N LEAST ONE IN EACH BANK AND A TOTAL OF AT LEAST 25% OF THE TOTAL NUMBER OF ti A. AL BUILDING ENTRANCES THAT ARE ACCESSIBLE SHALL BE IDENTIFIED WITH Al LEAST ONE PUBLIC TELEPHONES, INCLUDING CLOSED CIRCUIT TELEPHONES IN A BUILDING OR FACILITY, STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE SHALL BE EQUIPPED WITH A VOLUME CONTROL, SUCH TELEPHONES SHALL BE CAPABLE OF W 01f TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. SEC. 1118.5.7. A MINIMUM OF 12dBA AND A MAXIMUM OF 18d8A ABOVE NORMAL. IF AUTOMATIC RESET IS PROVIDED, 18 dBA MAY BE EXCEEDED. P!JBUC TELEPHONES WITH VOLUME CONTROL SHALL B.All ENTRANCES AND All EXTERIOR GROUND FLOOR E1(fT DOORS 1D BUILDING AND BE HEARING ND COMPATIBLE AND SHALL BE IDFNTIFIED BY A SIGN CONTAINING A :3 FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. SEC. 11338.1.1.1.1 DEPICTION OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES. SEC. 11178.2.8. -0 C C.ALL GATES, INCLUDING TICKET GATES, SHAM MEET ALL APPLICABLE ACCESSIBILITY M-IF A TOTAL OF FOUR OR MORE PUBLIC PAY TELEPHONES ARE PROVIDED AT THE INTERIOR 'CJ SPECIFICATIONS OF DOORS. SEC. 11336.1.1.1.1.4 AND EXTERIOR OF A SITE C•, AND IF AT LEAST ONE OF THE TOTAL IS IN AN INTERIOR G) M C, LOCATION THEN AT LEAST ONE INTERIOR PUDUC TEXT TELEPHONE SHALL BE PROVIDED. f D. REGUARDLESS OF THE OCCUPANCY LOAD, THERE SHAD_ BE A FLOOR OR LANDING SEC. 111yB.2.9.1. ..�d ON EACH SIDE OF A DOOR, AND SHALL NOT BE MORE THAN 1/2" LOWER THAN ® S THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4' AND 1/2" N.TEXT TELEPHONES SHALL COMPLY WITH THE FOLLOWING: SEC, 11178.2.9.2. CL SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL A. TEXT TELEPHONES USED WITH A PAY TELEPHONE SHALL BE PERMANENTLY AFFIXED , (n GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. WITHIN Ok ADJACENT TO THE TELEPHONE ENCLOSURE. ; AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE C13 E. HIGH FORWARD REACH MOUNTING HEIGHTS: IF THE CLEAR FLOOR SPACE ALLOWS TEXT TELEPHONE AND TELEPHONE RECEIVER. SEC. 11178.2.9.2.1. CV B. PAY TELEPHONES DESIrNED TO ACCOMMODATE A PORTABLE TEXT TELEPHONE SHALL ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HEIGHT SHALL BE 48 COD INCHES ABOVE THE FINISHED FLOOR. BE NT TO THE TELEPHONE ENED CLOSURE. THE TELEPHOOH A �HELF AND AN ELECTRICAL HANDSETUTLET SHALLWBEIN OR CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPA13LC OF F. SIDE REACH MOUNTING HEIGHTS: IF THE CLEAR FLOOR SPACE ALLOWS ACCOMMODATING A TEXT TELEPHONE AND SHALL HAVE 6' MINIM,JM VERTICAL CLEARANCE •� PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HEIGHT IN THE AREA WHERE THE TEXT TELEPHONE IS TO BE PLACE. SEC. 11178.2.9.2.2. FOR HIGH SIDE REACH SHA:L BE 54 INCHES AND THE LOW SIDE REACH SHALL C. EQUIVALENT FACILITATION MAY BE SUBSTITUTED FOR THE ABOVE REQUIREMENTS. b° 9 INCHES ABOVE THE FINISHED FLOOR. DIRECTIONAL SIGNAGE SHALL BE PROVIDED. SEC. 1117H.2.9.2.3. D. TEXT TELEPHONES SHALL BE IDENTIFIED BY THE INTERNATIONAL TCC SYMBOL (SEE G.LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHII,�H ARE IN A PATH OF FIGURE 118-14), IF A FACILITY HAS A PUBLIC TEXT rELEPMONE, DIRECTIONAL SIGNAGE TRAV_L SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC INDICATING THE LOCATION OF THE NEAREST SUCH TELEPHONE SHALL BE PLACED N,iI4 , PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE ADJACENT TO ALL BANKS OF TELEPHONES THAT DO NOT CONTAIN A TEXT TELEPHONE. PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED SUCH DIRECTIONAL SIGNAGE SHALL INCLUDE THE INTERNATIONAL TDD SYMBOL. IF A EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. SEC 11338.2.5.1 FACILITY HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL SIGNAGE SPALL BE PROVIDED AT THE FNTRANCE OR IN A BUILDING DIRECTORY SEC. 11178.2.9.3. H•HAND-ACTNATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30' AND 44" ABOVE THE FLOOR. SEC. 11338.7.5.1 P.IF TELEPHONE BOOKS ARE PROVIDED THEY SHALL BE LOCATED IN A POSITION COMPLYING y O SEC. 11178.2.12. •••- J. THERE SHIT BE A LEVEL AND CLEAR FLOOR OF LANDING ON EACH SIDE DOOR SWING OF WITH REACH RANGES IN SECTIONS 11188.5 AND 11188.6.L AT LEAST 60' AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48 AS MEASURED A RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEC. ELEVATORS: 11338.2.4.2 do FIC. IIB--26 ASB. A. ELEVATORS W.U. BE AUTOMATIC AND BE SELF LEVELING TO AUTOMATICI-LY DRAWN: SF K.THE WIDTH OF THE LEVET_ AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND BRING THE CAR TO THE FLOOR LANDING WITH TOLERANCES OF f- 112" CHECKED SN A MINIMUM OF 24" PAST THE STRIKE EDCE OF THE DOOR FOR EXTERIOR DOORS AND A UNDER NORMAL LOADING AND UNLOADING CONDITIONS. THE CLEARANCE MINIMUM OF 18' PAST THE STRIKE EDGE FOR INTERIOR DOORS. ADDITIONAL 12" IS BETWEEN CAR AND PLATFORM SILL AND THE EDGE OF THE HOISTWAY REQUIRED AT THE PUSH SIDE, IF DOOR IS EQUIPPED WITH BOTH LATCH AND CLOSER. SEC LANDING IS TO BE LESS THAN 1 1/4" PER UBC SEC, 3003.4.2 SET ISSUED 1004.9.2.3A R FIG. 11B-26. H.ELEVATOR DOORS ARE TO BE PROVIDED WITH A REOPENING DEVICE, WHICH L. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF DOOR TINNCASE THEPEOPEN DOOR ANDRIS OBSTRUCT DDOOR WHILEAND C OSINGCENT HOISIWAY MEP 12 06 00 THE DOORWAY. SEC 1004.9.1A h FIG. 118-32. C.CALL OPERATION BUTTONS ARE Tr' 9E +- Y-6" ABOVE FINISH FLOOR. CONSULTANTS M,THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SILOOIH, D. CAB DIMENSIONS: UNINTERRUPTED 01 R STU IWITTHOUTR CREATING A TRAPTO ORHE R HAOR TO ZARDOUS USE OPENED BY A CONDITION. WHEREELCHAIR NARROW THE CAB INSIDE SHALL. ALLOW FOR THE TURNING OF A WHEELCHAIR. THE PERMITIBII/�l12 20 00 FRAME DOORS ARE USED, 10' HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALL AND DOOR OF' THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST EXCLUDING RETURN PANELS SHALL BE NOT LESS THAN 68" x 54". ��`• � �r� WIT14OUT CREATING A TRAP OR HAZARDOUS CONDITION. SEC, 1133B.2.6 h FIG 118-29. MINIM UN"DISTANCE [ROM WAIL TO RETURN PANEL SHALL. BE NOT LESS �v / THAN 51 N.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 6-1/2 POUNDS FOR EXTERIOR E. A HANDRAOL SHALL BE PROW!DE.D ON ONE WALL OF THE CAR. THE HANDRAIL HIJR DOORS, AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED SHALL BE MINIMUM 1 1 2" CLEAR FROM THE WALLS AND BE AT A NOMINAL AT RIGHT INGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOIDING HEIGHT OF 37"" FROM THE FINISH FLOOR. DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZEr, TO ` • MEET THE ABOVE STANDARDS, WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM E!FORT F. REFER TO UBC CHAPTER 30 FOR OTHER REQUIREMENTS. TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE 8Y THE T �' APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. SEC 113:,8,2:5 SANITARY FACILITIES NOTES: A.THE DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED PER UBC SECTION 11158 AS FOLLOWS: DFtII4KING FOUNTAINS AT WENS RESTROOMS, AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES PROJECT NO 00643.01 12" LONG POINTING UPWARD. A. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18" IN DEPTH AND AT WOMENS RESTROOMS, A CIRCLE 1/4" THICK, 12" D'AMETER. THEM SHALL BE A "LEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE AT UNISF,X RESIROOMS, A 12" DIAMETER CIRCLE WITH A TRIANGLE DRINKING FOUNTAIN NOT LESS THAN 27" IN HEIGHT AND 8" IN DEPTH SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER CIRCLE. SHEET TITLE MEkSADDITIONALLY BEING TAKEN FROM THE FRONT EDGE " THE FOUNTAIN. B.THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT "IF 50". ADDIIIONI_LY THERE rSHALL BE TOE CLEARANCE OF 9"' IN HEIGHT ABOVE THEIDEOINANfD'. 17' IN NEPT19 NOR M THE AFRONT EDGE OF THE FOUNTAIN CBLE .BRAILLIE S!GNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TO THE 6TH FLOOR ACCESSIBILTY LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY FACILITIES, NOTES R DETAILS B.IF PROVIDED IN COVERED MULTIFAMILY BUILDINGS, DRINKING FOUNTAINS D.ALL PLUMBING CONTRO'S .ARE TO OPERATE WITH ONE HAND AND DO NOT AND WAT_R 1^,OLERS SHALL BE ON AN ACCESSIBLE ROUTE. WALL-MOUNTED REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. AND POST-MUUNTED CANTILEVERED DRINKING FOUNTAINS AND WATER COOLERS E.THE CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE ',TIDE OF SFNLL HAVE A CLEAR KNEE SPACE A MINIMUM QF 50" IN WIDTH AND SHALL THE TOILET AREA AND BE +- 44" ABOVE FINISH FLOOR. ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30" X 48" TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD. Microsoft Porti6nd E ALARMS C.T}jtx, 10�LRF�HA� LA/ NATQ,�1'�F�1FURAA�LIS�POIADWITHIN 8'N OF A WHEN SPRINKLER OR FIRE ALARMS ARE PROVIDED THEY SHALL COMPLY SsIO THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED WITH THE FOLLOWING: DEVICE 6"MEFERABL THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED W WIN OF THE FRONT EDGE OF THE DRINKING FOUNTAIN AND WITHIN APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED SHALL BE 36 OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE INSTALLED IN ACCORCVWCE WITH THE PROVISIONS OF NEPA 72 G SLF67ANTIALLY PARALLEL TO THE FRONT EW DRINKING FOUNTAIN. IN THE FOLLOWING AREAS: D. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO RESTROOMS, CORRIDORS, MUSIC PRACTICE ROOMS, MULTI-PURPOSE ROOMS, TIM AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. LOBI8IES, MEETING ROOMS AND ANY OTHER COMMON ROOM. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. B.THE VISUAL AND AUDIBLE kARMS SHALL COMPLY THE PROVISIONS OF NFPA 72G. • ■ • � 10280 SW Gn>renburg Rd BLIP 2000-00508 2 of 18 ..I._.� I I i . I I I' . I I ,,.,.,.,..,.� I• I I I I I I _ _ --- ....„,,,,,..,,,,,�„„ Illllln IIIIIII IIIIIIIII II1111111 IIIIIII IIIIIIIII IIIIIIIII Illtlllll IIIIIIIII till ILII ILII Illlllllllllll Ijljlllll IIIIIIIII II Iwl lillilll�l I VIII I VIII 111111 II I�? IIIIuI l llln l 111111 ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III,I T LEGIBILITY STRIP ! 19 it le .� el ®I C 10 I I 12 13 14 l8 17 18 19 20 21 22 2'3 24 28 28 27 28 29 30 2 IOmIn.I cm C D81 I I 01III NON • 108 1�11�1�1�JUJ��1�1�1�1�1��1 I OZ I _. ,.. 01 01 .m.. wvrr w r...-•..�.•«..M..+r�wlw+ nw R.+warw�w. 00 IiIIIIII ROOM rK k,' Y 31. A ;3 S ■i.v ■ OFFICE 614 I ISMALL I ��- BREAK CONFERENCE 612 _ OUT 183 S.F. AusYIN J iI 340 S.F. I I OL F 15 � _ I 749 S.F. I OLF 15 YEUA4 OLE ,o� ---�— I � MPR ` ` ROBINS I_6,8 ISI 023 + PARSHALLE m8LrLERY / 610— I e Oric Amenca Plaza 000, 600 West Broadway l 2(o I Suite 200 Sar Diego California 92101 3352 / I ` P 619 2311960 474 S.F F 619.231.1920 OLF 1) � 2 FI www avrp Com L ---- rNO-HOU R \ RATED i \,F* ALL IDEAS.DESIGN ARRAHGEMENIS.AND PLANS INDICATED OR REPRESENTED BY T THF PR.OPFRTY OF AUSTIN VFUM RORRINS THIS DRAWIND ARE OWNED BY AND ARE �1�� Two-HOUR RATED _ EXISTING OPEN r AND DFVELOPN D FOR USF CREATED EVOLVED. L I ON AND IN / / OFFICE U25 � THF SPECIFIED CEPT'ION T / 12,600, F PROJECI SONE OF SUCH IDEAS. 5 2)♦ / o OLF 100 ARRANGECL J15OR PI ANPSHALL BF USED CBY OR DISCLOSED TO ANY PERSON FIRM i / / OR CORPORA ION FOR ANY PURPOSE '� X140 PERMISSION WITHOUT THE WRITTEN �••�•� ERMISSION OF AUSTIN V U . / I P R E N BOBBINS EXIT A - SHAI F ACCESS STORAGE 620 J \ 50 S.F. STORAGE I / 622 209 S FL > w Q (2 ro G / w CV / 0 C7J Of r� 0 C � co � C / Q � 0 1 0 0 Z o i L J 6TH FLOOR MSRESS 10LAN ® 4 8 ,b PLAN DRAWN SF I/8 1,-© , -----_ - - NORT►-! CHECKED. SN SETISSUED MEP 12 06 00 CONSULTANTS PERMIT/BID 12 20 00 � SHx � .al 1 Y I EXIT FLAN LEGEND EXIT WIDTH SUMMARY EXIT PLAN SUMMARY # OF OCCUPANTS X 0.2 = REQ'D WIDTH (in.) OCCUPANCY TYPE AREA O.L.F. # OF OCCUPANTS PROJECT NO 00643 01 I � � I ( # / 1) NUMBER OI OC('IJPANTS ASSIGNED TO EXIT EXISTING OFFICE '12,600 100 126 _...� SHEET TITLE. 6TH FLOOR CFUNG MOUNTED EX17 SIGNAGE 280 TOTAL O.L. X 0.2 - 56r1 BUILDING CORE XXX N/A N/A 6TH PLAN 2 EXITS = 28" PER EXIT TENANT EXPANSION 3,746 VARIES 154 F.E.C. FIRE FXTINGUISHFR CAA'NFT f NOTE REFER TO FLUOR PLAN SHEET Microsofl Po.1land A2 1 S A2 2 FOR WAI I TYPF KFY b SYMAOLS TOTAL EXIT WIDTH PROVIDED 6411 TOTAL 16,346 S.F. 280 SHEET NO fG Y f�L■AN T2ml 10260 SW Greenburg Rd. BUP 2000-00505 3 of 16 r� CfTI 1InIIIiIIII IIIIIIuIIIII�in�ulllllllliill�ItIIIIIIIiIIIIIuIIIIII�IIII�InIliln�ilulllljinillllllllil f111�l111 IIIIII�II iii Ill-�II�III� Iln�lii'�'ul��ll �lll�lnl n�llllll �I�nll I��u Illl�ell �ln I��I�In I�u�llll nll��l; I��I�n�l lul�iul lu �Il�nn LEGIBILITY STRip I 2 10 mm.l cm 10 11 12 II3 14 I II8 17 Ila II9 20 21 22 23 24 25 I6 27 28 29 30 Z 1 t l OI 177 RJNI e1 OZ "W.�� will I., PIR 0 1 "101"00,4111 tom �11 111011110111011011111111-01111 FIT r i. r .g s • ■ i ■ I I I AUSTIN VEU r M - -' R0BBINS C --L� PARSHALLE <( IT '-I One America Plaza / _ Y 600 West Broadway Suite 200 San Diego California 92101 3352 P 619.231.1960 c F 619.231 1920 www avrp com Al I OF Ab 0F51GN ARRANGFMFNTS AND PIANS INDICATFO UR i*F'RF5FNTFJSY 1 HIS DRAWING ARE OWNED BY AND ARF TILE PROPERTY OF AUS IIN VEUM R00544S PARSHALLE AN-)WERE CREAIEU r_VOLVEU AND DEVELOPED FOR USE ON. 4ND iN CONNECTION WITH,THE SPECIFIED Pt:OJECT NONE OF SUCH IDEAS ARRANGFMFNTS OR PI ANS SHAI I HF USFD BY OR DISCLOSFD TO ANY PERSON FIRM ry5 OR CORPORATION rOR ANY PURPIjbF WHATSOFVFR WITHOUT THF N'RITTFN PERMISSION OF AUS I IN VEUM ROBBINS • (��l PARSHALLE / I J I Wa W o z . J 0 O DEMOLITION LEGEND U) co PARTITION AND / OR OBJECT TO BE vvv cv T o REMOVED r- EXISTING PARTITIONS TO REMAIN. 6TH ImLQOR C)EM0 FLAN 4 8 I64 PROTECT AS REQUIRED DURING PLAN DEMOLITION AND CONSTRUCTION. NORTH Il EXISTING DOOR AND FRAME TO BE • REMOVED AND STORED FOR BUILDING INVENTORY/REUSE. • DRAWN, SF CHECKED SN EXISTING DOOR TO REMAIN SET ISSUED DEMO PLAN GENERAL NOTES KEY DOTES 1 EXISTING WALLS WERE CONSTRUCTED WITH OTHER PERMITS and/or MEP 12 06 00 CONTRACTS FIELD VERIFY CONSTRUCT,ON and WIDTH PRIOR TO RELOCATE WHITE BOARC, VFY MOUNTING HGTS REF ELEVATiON A10.X& PLAN A2.2. CONSULTANTS FABRICATION OF DOOR FRAMES OR COMPONFNTS WHICH REQUIRE PERMIT/BID 122000 I T HE WIDTH OF WALL TO BESET DEMO PARTITIONiDOOR 8 SIDLIGHT @THIS LOCATION. CONTRACTOR TO LEAVE DRYWALL SOFFIT IN PLACE, 2 AT ALL FIRE RATED WALLS THE CONTRACTOR 'aHALL FIELD VERIFY AS MUCH AS POSSIBLE c`� c-,• I �.� AL► PENETRATIONS HAVE BEEN SEALED WITH 4 U L LISTED FIRE Cha STOP SEAL ALL EXISTING and NEW PENCTRATIO14S �J REF. DOOR SCHEDULE N3.1 C 3 CONI RACIOR TO LEAVE EXISTING CEILING GRID IN PLACE NEW SIDELIGHT/DOOR ELEVATION @ LOCATION � � • PALI-ET17E ALI. CLG TILE AND SAVE FOR REUSE vY 4 PATCH AND REPAIR ALI EXISTING ELEMENTS DAMAGED BY pO KEEP EXISTING FLOOR FINISH ,��T c �` CONSTRUCTION OR OVER DEMOLITION PATCH W/ MATERIALS j (\ I In� v I EQUAL TO THE EXISTING PROJ��;i' N0 00643.01 I 5 PROVIDE MINIMUM 72 HOURS AD'S %NCE NOTICE TO THE OWNER I IF A SYSTFM SHUTDOWN IS NFCFSSARY DURING CHANGF OVER T J� --OR TIE IN OF A UTILITY SYSTL'M SHEr7T TITLE. I 6 (NOT USED) 6TH F-0013, R. 7 ALI- ITEMS 10 BE REMOVED SUCH AS, CASEWORK, PLUMBING, STAIR DEMI PLAN COMPONENTS FIXTURES, DOORS WINDOVVS, LIGHT F,XTURES, ETC SFi:I_L BE PRESERVED IN AS GOOD OF A CONDITION!AS POSSIBLE, I' AND STORED OR REUSED DER OWNERS INSTRUCTIONS 8 REMOVE EXISTING CARPET' VCT THROUGHOUT AND PREP FOR NEW FIMISH Microsoft Portland i FLOORING U N O REFER TO FINISH FLOOR PIANS FOR SPECIFIC FINISH SHEE T NO 1 Fl GORING LOCATIONS 9 GENERAI. CONTRACTOR TO COORDINATE WITH ELECTRICAL AND E_ Y PLAN' MECHANICAL ENGINEERING DRAWINGS FOR CAPPING EXISTING UTILITY LINES REFER TO MECH `ELECT DRAWINGS FOR REQUIREMENTS w A 10280 SW Greenburg Rd. BIJP 2000.00508 ...... 4 of 18 r„ C iIIIIIII LEGIBILITY STRIP o I ILII IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VIII! IIIIIIIIIIIIII�IIII Itll ILII ILII ILII ILII ILII ILII II!! !' Ian �'" """""`"`"" 7L Sl II' II Ilii ILII ILII ILII ILII ILII ILII II " 1111 II I ILII IIII'lill iii IiU ILII till ILII ILII ILII illi ILII Illi 114a IOmm.I cm s I I I I I I I I II I I I I I I I I I I I I I I i I "-" IO 1 1 12 13 14 I 18 17 t9 19 20 21 2'2 23 24 25 26 27 29 20 30 ai 1 1 °T �� - fi RANI • ►oa 5 CD1 1 ' !i1.1! W,I,L I l IJ.I�11W1�.1 l�l.�l ! tJ�l 'Ll lel�l Z °z �. - - ,. rcw R'MMNMIA!I+ r^M*w..u. + 7lMIl111 OP 00 11001 s - } i •4 .4 l 4 ■ I 10 10 11 OPEN 11 TYP OFFICE T,P 0614 I I I I I 1 I BREAK SMALL OUT CONFERENCE 616 -- ---♦ �J --- 612 _ 05 AUSTIN ---; 0 B� 4 0, V E U M SIMS _BJ p� R0gBINS MPR G� 618 e. �¢' U ti — `� ALIGN PARSHALLE �" ' pe X2-1 LERY C-6 610 sIM One America Plaza C-6 -_� - -I „�d o =� 600'Nest Broadray 08 I �o �- 3 � Suite 200 ttSIM I`-- r I I p, �, 01 San Diego —ALIGN B� V ' ALIGN , - 11).1 4,�•, t0.1 4 3' 2"� California 92101.3352 P 619 231 1960 1 -41 '-7 i` -1 - t F 619 231 1920 I / �wwv.avrp.corn h 177 � 09 ALL IDEAS DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED 01 �� A ' _ I 11 THIS DRAWING ARE OWNED BY AND ARF hJ-4 THr PROPFRTY Of AUSTIN VrUM ROHA Nb Z TMP PARSI-ALIFAND AFRhCREATEDFVUI�FD 06 C7 1O 1 Q AND DEVELOPED FGR USE ON AND IN CONNECTION WITH THE SPECIFIEU PROJECT NONE OI SLCH IUEAS RECEPTION ARRANGEMENTS oft PI ANS SFA 1 UF USI- X-5 600 BY OR DISCLOSED TO 44Y PERSOII FIRM OR CORPORATION FOR ANY PUNPOSC V+-ATSOFVFR WITHOUT THE WRITTEN PE RMISSION OF ALBTIN VE UM ROOBINb PARSI-AI 1 r STORAGE F6270 I Ga X1-2 STORAGE 622 (x_1- +� W Z b V) C-) W U � rn Z v � C 0 C= Y © v) °— W CV O m 4 8 16 ■ 6TH FL OO rR FLAN --- P�Art ■ 118"= 1'-0" NORTH DRAbVN SF CHECKED SN FLOOR PLAN GENERAL NOTES KEY NOTES WALL TYPES/LEGEND SET ISSUED 1 ALL WALLS SHALL BE TYPE B U N G NEW FULL IiEIGHT TWO-HOUR FIRE-RATED METAL STUD MEP 12 06 00 7 SEE DTL 6 A11 1 FOR WALL TYPES AND GENERAL NOTES FOR PArTIONS EXTG.RELUC TCD WHITE aOARD, SEE DEMO KEYNOTES/A2.1, PARTITION PEP,5/A11 1 ALIGN PAIITITIOIJ V%,ITH EXISTING CONSULTANTS 1 AL L DIMENSIONS SHOWN ARE TO FINISHED FACE OF WALL (CONTRACTOR TO FIELD REFERENCE ELEVATION A10.1 CORRIDOR CONTRUCTION TYP. ID 122000 VERIFY) REFER TO SNE[T A11 1 FOR GENERAL NOTES 8 PERMIT/B REQUIREMENTS FOR � T � � PARTITIONS E3 ` ` �) / �00' 4 ALL WALLS SUPPORTING WALL HUNG CABINETS SHALL BE FRAMED V1'/ FULL HEIGHT NEW METAL STUD PARTITION TO EXTEND L, '10 go STEEL STUDS SPACED AT 16"O C REFER TO DTL 6/Al 1 1 FOR STUD SIZE 8 TO THE UNDERSIDE OF THE SUSPENDED " L I1, AI 'H 5 Al L PENETRATIONS(W- ALt. WALLS THAT HAVE SOUND INSULATION SHALL BE SEAI EDCEILING SYSTEM PER 6/A11.1 r _� • i WITH NON v1ARDENING ACOUSTICAL SEALANT G TpR IAP nR I 16 RFFFR TO SHEET A3 1 FOR DOOR SCHEDULE SAME AS"B", WITH'INSULOUILT'OR PLENUM-RATED �-� FIBERGLASS BATT INSULATION FULL-HEIGHT AND 48" J, 7 Al t PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE TO EITHER SIDE OF THE PARTITION ABOVE THE PROTECTED WITH A J L LISTED FIRE STOP SYSTEM CEILING ATF 01: 9 REFERTO WAIL TYF'FS SHEET A11 ' AND CROSS HATC'iED AREAS ON EXITING PLAN T2 1 FOR LOCATIONS 01: ONE HOUR FIRE RATED PARTITIONS —. _ — PROJECT NO ' 00643 01 9 FURNITURE AND MODULAR SYSTEMS FURNITURE IS SHOWN ON A2 2 FOR REFERENCE ONLY f AND ARE NOT PART OF TF1E PROJECT SCOPE SHEET TITLE: 10 IN OPEN OFFICE AREAS SYSTEMS FURNITURE SHALL NOT HE HIGHER THAN 5'-9" TYPICAL 6TH 11 FOR REQUIRED CLEARANCES ON ALL ACCESSIBLE DOORS, SEE DETAIL 1/T1 " FLOOR PL N 1;' ALL OPENINGS W W COMMON WALLS BETWEEN OFFICES OR WORK ARC-AS SMALL BE CAULKED WITH ACOUSTICAL CAULKING 13 ELECTRICAL PANELS SHALL NOT BE LOCATED WITHIN FIRE-RATED CORRIDORS Microsoft Polland � __ __��" _✓ — SHEET NO fGEY PLAN 10260 SW Greenburg Rd, SUP 2000-00506 5 of 1P i Cm 'II111nIIIlIiI IIIIIII1IIIIIl1III�lIII IIII Ilii ilii ilii lilt ill IIII IIII 111111111 I11illli11ii�ll[IIIiiljll,'illlll' `lill iilll ll�lll 11�iillis illiill7' Il��ll�lll��iillluillla� �~�u ~ LEGIBILITY STRIP 0 1 2 3 IIII IIII IIII IIII II!I IIII IIII IIII IIII IIII IIII IIII IIII IIII till 1111 Int IIII IIII IIII ._ __ IQmm.I Cm � l � � � � � e I® 210 � 211 � 212 1I I I � I � I � I 23 24 25 2e 27 2e 22 30 25 CD { ZI II OI NONI ICL U � 03 r ' /•MINI!. 40.00 NfA"w" 10111 011'.411 OR 1111111i A"401% Oil .: :. w Not r v , wWvw•pr sw .+ 1+fY,yiy nm �I�MIIMrMil7lrt't�N•MM..MMMIIMIMMM�MbM4kP1MM , - ... _ 1114M+M��IIM!NI�\L�.�M�gl/�•t.,!'Fv aw'�►lnMyr y„11{.n•�wrF/IYMnI+'wnmll' '.+�fMR . .. .. ..••...�....-.. ww m�.y, ♦ m 1wµ .M!A.�R11-•, 'w^r1lI4NhMM1Y r, o yy . .,,;.._ I i M I ' x h° I I l t ■ ■ ■ OPEN OFFICE I C14 I I E ALL POWER/SIGNAL KEY BREAKOUT �� ✓ T F ♦� �� J e CONFERENCE - ar 612 TELEPHONE L+ L+PACT; MICROSOFT POWER PACK WHICH CONTAINS A DOUBLE y _ DUPLEX IN A DOUBLE GANG BOX, (2)VOICE AND(2)DA rA IN A A T I N x6 SINGLE GANG BOX REFER TO COM GROUP SPECIFICATIONS E DATA FOR L+ PACK DETAILS 'A © V E U M PACK'ABOVE EXCEPT PROVIDE DATA;2 VOICE,2 DATA �) DEDICATED POWER. REFER TO COM GROUP SPECIFICATIONS P+ PACK- SAME AS'L+ FOR P+PACK DETAILS MPR E R 0 B B ! N S I 1�j�NlrM �. f C-616 �7 3 70 AMP DATA, 1 VOICE, 1 DATA �. P A R S H A L L E DUPLEX IERY �j o 4 DATA-PACK MICROSOFT POWER PACK WHICH CONTAINS A �- r p+ E "HW' DUPLEX IN A SINGLE GANG BOX, AND(4)DATA IN A SINGLE �. .'E 610 A� GANG BOX REFER TO COM GROUP SPECIFICATIONS FOK DATA+ —�I DUAURUPLEX PACK DETAILS One America Placa .• � I )- '�'' •r E I ••� ac AMP �1�el ��__� _ 600 West Broadway _ Suite 200 M„'• c �(�� San Diego , E PACK MICROSOFT POWER PACK WHICH CONTAINS A DOUBLE e r 11 FLOOK MOUNI ED DUI LEX+DATA (E� DUPLEX IN A DOUBLE GANG BOX, (2)VOICE AND(4)DATA IN A California 92101 3352 CA) L'►�' ' J DOUBLE GANG BOX AND A DOUBLE GANG BOX WITH P 619 231 1960 F 619.231 1920 Til— FLUOR MOUNTED JUNCTION BOX COVERPLATE FOSPFC F C.ATIONSS FOR E PACK DETFUTURE USE REFEAILSR 70 COM GROUP www,avrp,com • .A RSM . .�Mr �n.IFH �� LLl.z {LTi 1 , WALL MOUNTED JUNCTION BOX �-•� [) INDICATES DEDICATED CIRCUIT ALL IDEAS DESIGN ARRANGEMEN'S AND I ,' PLANS INDICATET)OR REPRESENTED UY E THIS DRAWING AHE OWNED BY AND ARE F F O COAXIAL CABLE FOR TELEVISION E INDICATES EXISTING THE PROPFRTY OF AUSTIN VFUM ROBBINS I PARSHAI L E AND WERE GREATED EVOI VFU AND D+`VEI-OPFD FOR USE ON AND IN f DOOR SECURITY KEYPAD WITH ELECTRIFIED LOCKSET VI INDICATES WALL-MOUNTED CONNECTION WI IH THE SPECIFIED RECEPTION _ PROJEC I NONE OF SUCH IDEAS P.RRANGEMtN•S OR PLANS SHAT l BE I ISE I) BY OR DISCLOSED TO ANY 7ERSON FIRM �� , �60o EQUIPMENT` SCHEDULE PL�JMBING SCHEDUL OR CORPORATION FOR ANY PURPOSE f �Mv E WHATSOEVER WITHOUT THE WRITTFN ' PFRMISSION OI AUSTIN VLUM RO8bINb t T PARSHAI I F STORAGE '+ i � PERSONAL COMPUTER VENDING MACHINE/DRINK DISPENSER •PER MICROSOFT VENDOR/SPECIFICATIONS 620 L, E .gym "WEB-TV"INTERNET COFFL=E MACHINE ' PER MICROSOFT VENDOR!SPECIFICATIONS,WITH FILTERED SMA* �uw C� �• L• F TELEVISION MONITOR WATER LINE TELEVISION STORAGE � TELEPHONE 000. T 622 y r VC:H • � o -� .— (€_� MOBILE VIDEONTC CART � z 73 r' I• NETWORK PRINTER {) N v 1 � , v /• rn rn �. I JD C � z 0 0 CV Q I .J I 6TH FLOOR 100kNER/516NAL. PLAN o 4 a 16 F'I_AN I DRAY N SF I ! CHECKED SN SETISSUED: r MEP 12.06.00 CONSULTANTS PERMIT/BI 12.20.00 POWER/SIGNAL GENERAL NOTES KEY NOTES I )tuR - �" ALL OUTLETS TOLE MOUN1"ED Q +18"AFF � J-BOX FOR FLUORESCENT LIGHT FIXTURE IN SOFFIT. � I �)• n � TO TI IF CENTER LINA: OF THF OUTLET TYP ' NO �'� VERIFY HEIGHT. REF A4 1 8. DTE.AX.XX , ISS' ? ALL OUTLETS SWITCHES AND COVERPLATES TO I BE DECORA WHITE COLOR. EXCEPT FOR UPS ov BACKUP OR EMERGENCY POWER PLUGS TO BE PROJECT NO.: 0064301 COLORED ORANGE WITH A WHITE COVERPLATE TYP /� 3 ALL CORE DRILL. LOCATIONS TO BE VERIFIED W THE ARCH +AV O SHEET TITLE CONSULTANTS PRIOR TO DRILLI'VG U 6TH FLOOR O POWER/SIGNAL PLAN Microsoft Portland SHEET NO. KE*io PLAN NTS - ------- - - ■ ■ 13250 SW Greenburg Rd. euro 2000-00soe s of 1e �.• ,. .......ul. I cm:, .. ,.•..._ . ._...ayw�rsNuYrl ww»w»..,1�it4x.r8e:: a4kllMlai74^,urwlriSib•+ -w'xan�tl>�dl�.... '. I�I IIIIII�IIIIIIIj IIIIIIInIIIIIIIIIjIIIIIiII!Ilili�llll�llllllllllttlllIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII !UIQ !I!I!III�II II IIII 1111 IIII IIII IIII IIII I,.I IIII IIII IIII IIII III III 1111 IIII IIII IIII IIII I II IIS 'I II11 IIII IIII IIII IIII IIII IIII LEGIBILITYSTRIP o a E e 6 TIO III II2 II3 I a e I IlI IIT I 1�8 I IIII® I 2I0 QII gIp 1213 I ala I as i 215 I I omm.i cm 27 28 29 30 _ I CD Z Q .ihi�.h4ishi. 1 OZ HJIe UZ ,. � •-._. .. • •.,-.w+Y•+Mw4w"nwwr""y.'^..^MI+,r."I.�MI•�..�V�.AMe M.N•w...• I� .. ,.. ...... .• •. .,- . ••r.::,4 ...,.,.4,ry� - .. - ... �M_ .. .. -IM�I�� ""'" ..w..+nM.+««.+.+�1rr..wr.wn.eMwlrware�. ,.nw nnv�+Mipy�!4nr 7rNq'M'e�w. _y •- ,III 1 w f r ■ pplr ■ DOOR SCHEDULE DOOR TYPE$SCAL E : 3/8" :: 1'-�") DOOR REF FRAME REF- REMARKS DOOR OPENING MAT'L.. FINISH THRESH. TYPE I MAT'L. FINISH - T fi �,. - 2'-0 *61, - TYPE SIZE �-FIRE * 6'-0" 3'-0 8 RATING F 11 A T-0" X 8'-10" SC STAIN - A ALUM " BLACK NIA NEW PLAIN SLICED MAHOGANY STAINED CHERRY DOO 1 � - - — — — -- --- � aw T I N B T-0" X 8'-10 SC STAIN - _ A _ ALUM " BLACK — N/A_ NEW PLAIN SLICED MAHOGANY STAINED CHERRY i --- - DOOR WITH SIDELITE I I V E U M PAIR 3'-0" 8' 10" SC STAIN B ALUM " —BLACK N/A NEW PLAIN SLICED MAHOGANY STAINED CHERRY D00 b 114' OR 3 8'THICK 1/4'OR 3,8"THICK R O B B I N S 50 rEMPERED CLEAR GLASS x 3'-0" X 8'-10" SC STAIN - A ALUM •` BLACK 20 MIN EXISTING PLAIN SLICED MAHOGANY STAINED CHERRY FULL HEIGHT SIDELITE m TEMPERED CLEAR GLASS FULL-HEIGHT SIDELITE PARSHALLE X1 3' 0" X 8'-10" SC STAIN - A ALUM *' _SLACK N/A EXSTG. PLN. SLC. MAHOGANY ON CHERRY i - -- ------------- — _ DOOR RELOC. PER PLAN — - - - -- - - —----- -- - - ---- I One America Plaza X2 3'-0' X 8'-10" SC STAIN - _ A ALUM " BLACK N/A EXIST'G DOOR W/ NEW SIDELITE I 600 Wes',Broadway Suite 204 San Diego X3 I PAIR 3'-0' X 8' 10" SC STAIN __ - 13 _.._.. ALUM " _. _. 'G BLDG. STD• DOUBLE DO-OR California 92101 3352 12) t12 P 619.2311960 11 CX2 F 619.231 1920 , - - - - - vinv avrp com "` ALL IDEAS,DESIGN ARRANGEMENTS.AND HARDWARE LEGEND THIS PLANS IN')I A ARE OWNED AND ARF — --— — HIS RIOPI!RT�rOFO AUSTIN By AND ARIF S w II I PARSHALLE AND WERE CREATED EVOLVED NOTES: W AND DEVELOPE•1 FOR USE ON,AND,N CONNECTION WITH, THE SPECIFIED PROJECT NONE OF SUCH IDEAS, LU 1 BE USED 1 THE L.ISTEC HARDWARE CREATES A BASE STANDARD, EQUAL PRODUCTS MAY BE SUBMITTED FOR tY z \'� ARRANGEMENTS ORDISCLOSED TO ANNSSHALL ,FIRM, 8Y OR DISCLOSED TO ANY PERSON,FIRM. REVIEW C3I OR CORPORATION rOR ANY PURPOSE WITHOUTWHATSOFVFR PERM SS UV OF AUSTIN VF UM ROBBINS (5 �` PARSHAI I F 2 HARDWARE FINISH SHALL BE BRIGHT CHROMIUM PLATED US26 OR 625 U.N.O. I 3' G ■ 3 HANDLE DESIGN SHALL BE SCHLAGE SERIES D 'RHODES' CYLINDER LOCKSETS OR APPROVED Y P EQUAL y I Z li d Z 1-w J LLQ - 01 (L zl Z; X3 L) t•=. I U m � o U)0 CL I I § ~ Z HARDWARE ITEM MANUFACTURER HARDWARE GROUP NO. 11 12 13 4 15 16 71 cn CIO HINGES PBB INC 48801 5" X 5" NRP STANLEY - CB1900 SERIES - STD WEIGHT 4 4 4 0 0 8 0 FLOOR PIVOTS - COMPLETE SET c - ELEC . HINGE -� G — -- CU WALL: HAGEkZ N WALL OR FLOOR STOP/S LOQR.252F CAST FL.R-STOP_.POLISHED CHROME • • • • • _..J0 r.- cu -- - FRAME TYPES CSCAL�: 3/8" � 1�_��) 0 ELECTRO-MAGNETIC DOOR HOLDER RIXSON WALL MOUNTED j 0 ON RM/OFF SIDE OVERHEAD CLOSER (MNNOT CORRIDOR SIDE) NORTON 8501/8501BF GRAY ALUM. FINISH • • • v MOTION DETECTOR MTD. ON SECURED SIDE OF DOOR WIRED TO LOCK N MAGNETIC LOCK ADAMS RITE 600LB. MTD. ON SWING SIDE z o PANIC HARDWARE VON DUPRIN _ • -� PROXIMITY SENSOR PROVIDED BY SECURITY VEIJDOR, WIRED TO LOCK PASSAGE LATCHSET SCHLAGE D10S 'RHODES', C26 FINISH • • 3'-0" 6'-0" CLASSROOM LOCKSET (NOT USED) e STOREROOM LOCKSET SCHLAGE D66PD 'RHODES', 626 FINISH • _ --,� ENTRANCE/OFFICE LOCKSET SCHLAGE D50PD 'RHODES', 626 FINISH • t ELECTRICALLY LOCKED (FAIL SAFE) (NOT USED) ■ PRIVACY LOCKSET (NOT USED) DRAWN SF CHECKED SN ELECTRONIC LATCH RELEASE _ SPECIFICATION PER SECURITY CONSULTANT • • SET ISSUED SMOKE/SOUND SEAL (TYP 3 SIDES) PEMKO - S88 • • • • • � 3 I?� 3 ASTRAGAL. PEMKO - #355.-S FINISH TO MATCH FRAME • 11. 11. MEP 120600 ' AUTOMATIC DOOR BOTTOM PEMKO - #434-R AT WD.DRS., #420 -R AT MTL DRS. CONSULTANTS COORDINATOR IVES - 900 SERIES W, 903 FILLER • PERMIT/BTU 122000 MANUAL FLUSH BOLTS IVES - #262 I 1 T AUTOMATIC UTOMATIC FLUSH BOLTS - - -- -------- -- ---_ .------ ----_-- -- _..�� IVES - #456 OR 0459 ' �I ' R FLUSH BOLT IVES CUR -,� ELECTRONIC CARD READER/KEYPAD MOTOROLA SECUREPROX II, PROXIMITY CARD READER, • • A ASR-605+, BLACK FINISH, WITH SINGLE GANG BOX FOR WIRE TO BE TERMINATED AT THE MICROSOFT CABLE PROJECT NO 0064301 ROOM ON THE SAME FLOOR ----- SHEET TITI-F 6TH FLOOR — — --� DOOR SCHEDULE Microsofi Portland -— - -- - } - SHEET NO ITT ,. 7I RE-USE EXISTING HOLLOW METAL/ALUMINUM FRAMES IF POSSIBLE, PREP AND REFINISH/PAINT TO 'AS NEW' CONDITION. IF PAINTING FRAMES IS REQUIRED, FINISH TO MATCH BUILDING STANDARD BLACK ENAMEL. ALL 'DINGS' TO BE REPAIRED ON DOORS AND RETURN TO 'AS NEW' CONDITION ALSO TYP. I f ■ ■ ■ 10280 SW Grsanburg Rd. SUP 2000-00504 7 of 18 ` Cm LEGIBILITY IIIIIIII11 �;� Om - cmSTRIP 0 5 , 9 1'0 I !.,I-IIIIII�I..IIwIn�IInIwII.I.I.I.i�lllllllll�lllllll Il�llllillll I IIII�IIII I IIII�' ;Illl�lltl I II! 11 I IIII�IIII � 'lll�l�ll�ll�lltIIIIIIII�IIII�IIII�IIIIIIIII�UII�IIII� • • - - -. 11 12 13 14 IB 17 IF 19 20 21 22 23 214 215 26 27 28 29 30 �I IOL r, ' ' 1 �1�1� 1�,L1�11 �J.11UlllJlU T I'I'I' iOZ L 1 '01 .1 I if" �' .. .. .. . �" .:. �n•,,«.wnw!wrornr-,n��.'�" I '!,?'!!DY ..it t ... '^w,..wM...... .... ..... ..,.«.. , ,. .. .... _ - ., �� f yl)i ti 'I'C U 1 i OPEN OFFICE TYP 6,4 A REFLECTED CEILING PLAN LEGEND u f E q I SMALL -- NEW 2' X 2' LAY-IN PANEL CEILING. SEE DETAIL 7/A11.2 BREAK E CONFERENCE ARMSTRONG SECOND LOOK DUNE 1176 ACOUSTICAL CEILING TILES EXISTING SUSPENDED OUT�-616 ® ♦D - -{-612 _ GRID. CEILING SYSTEM HEIGHT 9'-0" A.F.F. (U.N.O.) AUSTIN - ♦° EXISTING GYPSUM BOARD CEILING SEE DETAIL 1/A11.2 +DIR M j - ` R 0 B B i N S MPR D BLDG. STD. 2'X4' 18.-CELL PARABOLIC LAY-IN FLUORESCENT LIGHT FIXTURE. PROVIDE 0619'' � ♦� , = ��_ II ® TWO SLACK SAFETY WIRES @DIAGONAL CORNERS GALLERYEl O P A R S H A L L E • F ♦° 610 ,. - D BLDG. STD. 2'X2' 9-CELL PARABOLIC LAY-II» FLUORESCENT LIGHT FIXTURE. PROVIDE of OE -OF TWO SLACK SAFETY WIRES @ DIAGONAL CORNERS OneAmenca Plaza of 600 West Broadway ♦, �g_0os - OE OE COOPER LIGHTING MET'ALUX OVATION TS 2'X2' REC Suite 200 46 � ESSED DIRECT/INDIRECT CENTER-MOUNT ER MOUNT San Diego TYP`/ '/ �� Q FLUORESCENT FIXTURE. 2 RDI-324T5H0 RP120EB1T. PROVIDE TWO SLACK SAFETY WIRES @ Calltomla 92101 3352 -f ♦ ♦ `' 90'0' 12o-0, 0E _0E <:>E DIAGONAL CORNERS P 619 231 1960 a,?]I"t. R� ♦ l) q Q -______ +9,-0 -- F 619+2311920 u, �q D �o�Z' www.avrp.com '�•rv" t 1 r: OE 4E 0= ♦ NEW BLDG. STD. 6" COMPACT FLUCRESCENT DOWNLIGHT, CLEAR ANODIZED ALUM. �D1z +7. 9.. P-X 4E TRIM ® — ALL IDEAS DESIGN AkRANGEVENTS AND A PLANS INDICATED OR REPRESENTED M 10 �U ♦ TMP PLANS S DRAW NG ARF OWNED BY AND ARF T eL NEW :3LDG. STD. 6" COMPACT FLUORESCENT DOWNLIGHT, DIRECTIONAL WALLWASH THF PROPFRTY OF AL,ST N VF00 RORR NS PARSHAL LE AND WERE GREATF-D EVUI AFD - CLEAT� ANODIZED ALUM. TRIM AND DEVELOPED FOR USE ON AND IN R R ♦ R $ NItOJEC 1 NONE OF SUCH IDEAS 7 ♦'�� D � CONNECTION WITH THE SPECIE EG �� -- - -- ♦ RECEPTION `C rp ♦ ® +8'-3" 600 # NEW 6" WIDE BEAM COMPACT INCANDESCENT DOWNLIGHT. COOPER LIGHTING BRORJDISCLOSED TO ANY PERSO�I,e�14NI HD6-6750C 150 WATT MAX., A21 LAMP, CLEAR ANODIZED ALUM. TRIM (OR EQUAL) OR CORPORATION FOR ANY PURPOSE H R ♦ R R ♦ + TFII V r • d PERMISSION OF AUSTIN VEUM ROBBINS PARSHAI F STORAGE E 620 1 NEW LINEAR FLUORESCENT STRIP LIGHT W/T8 BULBS tc.►cic, R ♦D R ♦ R R TO BE EITHER 2' OR 4' LENGTH (VFY. SIZE OF SOFFIT). LR ♦ ,R I SUPPLY AIR / RETURN AIR OR EXHAUST AIR DIFFUSER. PROVIDE 1' � ® ® JVO SLACK SAFETY WIRES @DIAGONAL STORAGE CORNERS. (REFER TO MECH./ELECT. FOR LOCATIONS) E f 622 r� L..L E NEW BLDG. STD. CEILING-MOUNTED EXIT SIGN CD E --�- WALL SUPPLY REGISTER GRILL (SEE MECH.) a Com! JJ -0 CN �-� LINEAR DIFFUSER (SEE MECH.) cm rn Of 7 C) E EXISTING FIXTURE TO REMAIN a� ra0 0 R EXISTING (DEMO'D) FIXTURE, RELOCATED PER PLAN c O CO CV C:> D LIGH f FIXTURE CONTROLLED BY DIMMING SWITCH r-- �J 3 D LIGHT SWITCH, 3-WAY LIGHT SWITCH, DIMMMABLE LIGHT SWITCH &T�'I FLOO�i REFLEGTEP GE I L I N6 0 4 8 16 FLAN PLAN 'e" = ' --© ' NORTH DRAWN SF CHECKED SN SETISSUED REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN KEY NOTES MEP '206.00 1 ALL SUSPENDED GRID SHOWN IS EXISTING, CLG. HEIGHT SHALL BE 9'-0" U.N.O. CONSULTANTS 2 CONTRACTOR TO REPLACE ANY/ALL DAMAGED CEILING TILES A BLACKOUT MECHO SHADE MANNUALLY OPERATED PERM;T,BID 2.20 00 3 CLASSIFICATION SHALL BE INTERMEDIATE DUTY. <11 T� "��(f�, THE FOLLOWING SYSTEM COMPONENTS SHALL BE UTILIZED. CONTRACTOR TO VERIFY OVERHEAD N HU CHICAGO METALLIC �t MAIN RUNNER NO. 1811 HEIGHT CLEARANCE OF PROJECTOR SCREEN W/ 2'-0" CROSS TEE NO 1822 A/V CONSULTANT. BID ALTERNATE TO 'HANG' F J� 1L 1D. OR ,1 GRID INTERSECTIONS DO NOT REQUIRE CLIPS OR FASTENERS. PROJECTOR SCREEN BELOW CLG. GRID/TILE IN A SYSTEM DOES NOT REQUIRE SPLICES, BUILT-UP DRYWALL SURROUND FOR SCREEN f f�I U1. 5 REFER TO DETAIL 1,A11 2 FOR SUSPENDED GRID CEILINGS, AND TO @ THIS LOCATION. PROJECT NO 00643.01 DETAIL 1 A11 2 FOR SUSPENDED GYP rUM BOARD CEILINGS TYP. U.N.O. 1 � 6 REFER TO FLOOR PLAN FOR WALL TYPES AND 1-HOUR RATED CORRIDORS `J BID ALT. TO PROVIDE NEW/UPGRADED REFER TO DTL 61'A11 2 FOR ACT & 1/Al 1.2 FOR GYP BD ARMSTRONG CLG. TILE. DLINE SECOND LOOK, PER SHEET TITLE a LEGEND 6TH FLOOR IN GALLERY 610 PHONE BOOTH AREA REFLECTED CEILING PLAN x 7 REFLECTED CEILING PLAN INDICATES PREFERRED LOCATIONS FOR ALL AND SMALL CONE. ROOM 612 ONLY. FIXTURES REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR MORE INFORMATION. 8 S A.T GRID SYSTEMS ON OPPOSITE SIDES OF PENETRATING WALLS '} HALL ALIGN VERTICALLY AND HORIZONTALLY (WHERE OCCURS). Microsoft Portland 9 ALL FIXTURES SHOWN ARE NEW U N O SHEET NO 10 PROVIDE ONE SLACK SAFETY WIRE AT ALL COMPONENTS MOUNTED FROM THE SUSPENDED CEILING SYSTEM. PROVIDE TWO WIRES WHERE NOTED. 11. 4«Y PLAN NI10260 • ■ m � 10280 SW Greenbury Rd. 1 SUP 2000-00508 e of Is _: .,....,_._._,._........... , imp, 11 l"Yr.iK m I I I illll lllllllll lllllllll llllhill lllllllll IIIIIIIIt IIIIIIIiI lllllllll lllllllll lllllllll l ,VIII VIII --. .......,... I ' Ill �lllll�llll�luilnl iul�nl�nlllnl illl�lll�lln�ul�nliji �� liljii 1�ull�nnlnn�nn�nnin n�i LEGIBILITY STRIP o I 2 3 +1 OTm.I crm O I I 12 13 14 18 17 16 19 20 21 22 93 24 25 26 27 28 29 30 l: I_ ,. r n r C DL I 11 011 Now • 108 hr ..1�1�laJ.t.X111,a�JL,W�III.tI.l�.l�t1.11�,1� 111 I l�J-Lll1l,� , 1 I O� 2 _ wMti+wr•+.•. A.+n' Yw'.I.-•w•nNwJ,+w.•ru.wrw............ • A t4 7- , .: .. M!1'rt�M+�ttw"•'�r1M4n1:w �►MMMNMMIII 11.. .. .... ..n-•..,.w,..•...+.»we:.►v+.Gw.r.. R R t s„ e. 7� a ■ OPEN OFFICE 614 VCT- FINISH SCHEDULE LEGEND VCT- VCT- t � BOU� CONFERENCE SMALL CP-1 SHAW INDUSTRIES INC. #50810 ' { = VCT-1 s12 a SUPRA SOLUTION O/DUPONT ANTRON LUMENA w A U $ ,� I N 616 — CLASS 1 FLAME SPREAD RATING J Q NAME: NEW FRONTIER V E U M U COLOR: QUARRY DUST#10520 2 P-X CPT- 00 CARPET PAD: NOVA "CONTRACT” PAD O CPT- CPT- CPX U ,.10BBINS Z MPR ;ry ' P A R S H A L L E WC-X - One America Plaza N B-1 RUBBER BASE - ROP, E- 2-1/2" RUBBER 600 West Broadwav Suite P-X Q TOELESS BASE San DIeOo COLOR: SLATE #75 Calitorn a 1.33L� P 619.231 P --------------_--- ------ — --- _ --_-- ----- — P- ACT-1 ACOUSTICAL CEILING TILE - 2X4 ARMSTRONG F 619 231 1a20 X FINELINE GRID www.avrp Z com 0 w TO MATCH EXISTING V ALL PLANS"AS DESIGN ARRANGEMI:N'S {) NDICATCD OR PRESENTED BY THIS DRAWING ARE OWNED BY AND ARE -- - -- - - --- -- — — -- _— -_-_--------_---- Field TNF PROPFRTY OF AUSTIN VFUM ROBBINS PARS�ik LE WERE ERE CREATED EVOLVED P X JPL-11 NEVAMAR ARP SURFACE AND DFVFI OPER FOR USF ON,AND IN P-1 BENJAMIN MOORE PAINTS CONNFCTION WITH THF SPFCIFIFD COLOR: GREY MATRIX P'(OJEC I NONE OF SUCH IDEAS CPT- Z WAR-16-11T TEXTURED ARRANGFMFNISORPLANS SHALL HF USED COLOR: 1472 FINISH. EGGSHELL a U ED Br OR DISCLOSED TO ANY PERSON.FIRM RECEPTION LOCATION. ALL WALLS U.N.O. OR CORPORA ION FOk ANY PURPOSE Z P-2 BENJAMIN MOORE PAINTS J W-iW ATSOEVERWITHOUTTHERITTFN 600 Q PERMISSION OF AUS r IN VEUM ROBBINS :■ COLOR: 1462 FINISHEGGSHELL d U PARsHa I F J LOCATION: AS NOTED ON FINISH PLAN W ■ Accent STORAGE Q a [ 620 . � P-X NOTE, SEE FINISH PLAN GENERAL FINISH NOTES FOR PAINT FINISHES. VCT- C7 WC-X t K STORAGE w 622 p A Q V (n co (V 'n ti Z) O I Z � � 'L3 16- ICU J 0 0 0 () O CD CV G R' J ■ CATH FL-00K FINISH FLAN i B 10LAN NORTH DRAWN SF CHECKED SN SET IISSUED: FINISH PLAN GENERAL NOTES FINISH PLAN KEY NOTES MEP 120600 CONSULTANTS PERMIT/BID r 12.2000 1 ALL FLOORING MATERIAL TRANSITIONS SHALT.OCCUR AT THE LEAVE EXTG FIN FLOOR (CARPET)@ THIS LOCATION. CEN1 ERI-INL OF DOORS SEPARAI ING ROOMS(U N 0.) �•, ifs. 2 USE !',,13BER BASE, B-1 THROUGHOUT TYP U N U 3 ALL PAINT SHALL BE EGGSHELL P-1 TYP. U.N 0 .` c7 �H A �, BID CARPET ALTERNATE All CARPET CPT 1 U NO T U, OR >. 4 KITCHENIBREAK AREAS, JANITOR/MECHANICAL ROOMS,WALLS ADJACENT TO SINKS TO BEJ� ��s PAINTED WI A SEMI-GLOSS FINISH (TYP ) Thr OQ� 5 REFER TO INTERIOR ELEVATIONS AND CASEWORK DETAILS FOR LOCATIONS OF Of PLASTIC LAMINATE COLOR SELECTIONS PROJECT N0 00643.01 6 REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS(U N O ) ALL TILE LAYOUTS AND PATTERN I AYOUTS MUST BE APPROVED BY THE ARCHITECT IN THF FIFI D PRIOR TO INSTALLATION SHEET TITLE: l COORDINATE ALT. FLOOR FINISH PATTERNS WISYSTEMS FURNITURE INSTALLER AND 6TH FLOOR ARCHITECT ON FIELD PRIOR TG INSTALLATION. FINISH PLAN 8 VERIFY PAINT LOCATION WITH ARCHITECT ON FIELD PRIOR TO INSTALLATION. 9 FOR FINISH FLOORING TRANSITIONS, REFERENCE DETAILS 1 &2/A11.4, FOR CARPET TO STONE TILF TRANSITION. AND CARPET TO VCT,RESPECTIVELY 10 Microsoft Portland SHEET NO. 1t, 1` KrY PLAN NTS 6wl ■ 10260 SW Gr^enburg Rd. BUP 2000.00506 9 of 15 iii II'I IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIIh-III IIII IIIIi III IIII IIII IIII (IIII --II IIII IIII IIII 1111"I II IIII IIII(IIII II IIII III IIII IIII Ill , ilk. N �� l m " 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 I I I I ( I I I I I IlliiIIIIIIIIIIIIUIIIInIIIIIIInIInIIIIUIIIInilnll LEGIBILITY STRIP o ¢ I Omml tm l0 1 1 12 13 14 II! I7 I 19 20 21 22 23 24 25 26 27 2e 29 30 ._- . 81 { { 0{ NONI a toe 25 C D .�l.�.l.l�°Z r •A. ,... a +�IeN+w.rw.w...........++.M-ew..... ++rwwrw........... .r '.I`t. 1i 1, 0 sop MMM'1"cf1MJim 14 mtw w -rIM.MRI Ila I 411M I ft p'r^-vom"wil" w� 4 + J 4 Wil `1 1� J P-X)- r4ILL �-------� WALL FINIS AUSTIN WALL FINISH TFINISH - -�--. = V E V TENANT OR CONSULTANT- � G UNTEIRTOP _ ,l INSTALLED PHONE EQUIP. ('i YPJ R 0 B B I N S � _ -- I EXG. CHAIR PARSHALLE - -- - - •I -- EXG. COL LIMN RAI g a -- - TO REMAIN II. -- - .. - 1k = -G— J --- One America Plaza -� 600 West Broadway EXG. COQ .MN Suite 200 San Diego Callfom;a 92101 3352 PL- --- - P 619-2311960 N1 F 619.231 1920 APRON SUPPORTS 5" PLASTIC LAMINATE APRON www avr�.com WITH OPEN PHONEBOOK SHELF ' 3 5 loll -- / TYP. ALL IDEAS DES GN ARRANGEMENTS AND � —5-'m —� �8..�,� _ � Il RUBBER BASE ` -- 11 PLANS INDICATED OR REPRESENTED JY RUBBER 5Af3E THIS DRAWING ARE OWNED BY AND ARE THF PROPFRTY OF AUSTIN VFUM RORRINS PARSHALLE AND WERE CHEAIED FVULVED AND DEVELOPED FOR USE ON.AND IN (IONNECTION WITH 1HE SPECI;IED ri ` ALLERY TELEPHONES 610 / 3 _ C0NFMRENCE ROOM i I2 PHOJECI NONE OFSUCH IDEAS By OR OR D SCB DISCLOSED TO ANY PERSON1'IRMhII OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AUSTIN VEUM ROBBINS PARSHAI i F 1 A EQ. __..-....... EXG./ NTT._SIZE) EQ. - WALL FINISH T` REL OCATED EXEr.- -- -- A"ITE BOARD — FILTERED WATER UCOUNTERTOPNE FOR BAGKgPLASH A COFFEE MACHINE o r Uj ----COFFEE MACH NE Z L � ° JPPORTS 'L P `f' u) M - _ --- -- — -- r c� �� -- FACE « "OdKICK P-x 1 � WALL FINiSW TYP, 0 ZZI S ADJ. SHELF— 1.11 O Ai li WHITE MELAMINE Zj ctl; M INTERIOR TYP. - i N ca Nt o Q_ O 1 f1l. bAGL.1�R �RUBBER BASE � 11. O Z2'-3' 3 EQ., 36" MAX. UNSUPPORTED LENGT - RUBBER BASE _4 G01�FERENCE ROOM 612K'_rp"�50"O"AKOUT/LOUNSE 616 1/2 111111 _0I I . J I OBL IQUE _ 05L IQUE ALL ----2'-4'' �^_l DRAWN SF y' FINISH * -- '" CHECKED SN w 1 -- SETISSUED I WALL I FINISH - MEP 12,08.00 _ i CONSULTANTS — NEW 2-HR PERMIT/BID 1220.00 P_x NA-IL INFILL WALL FINISH T"T-P• /' WALL FINISH TYP. r - EXG. COLUMN EXG. COLUMN ---- _ - _- I WALL FINISH A C'•OUNTE 4TOP + q -- til '3ACKSPLASI-I I p D, OR J I _ v COUNTERTOP ISS BACK5PLA5y FA KICK + ---- --— - - _ SUPPORTS PROJECT NO.: 0064301 FACE, ?OEKICK SURPORTS it A icl SHEET T TITLE ' 8TH FLOOR r INTERIOR ELEVATIONS 61A --� — � Px-3 RUBBER BASE ADJ. INTERIOR RUBBER BASE 6,4 RUBBER BASE ;� -_- _ 12''-2-' - CLR. ANDD. ALUMINUM 1/2° Microsoft Portland MELAMINE TYP. - - 3 EQ., 36" MAX. UNSUPPORTED LENGTH SHELF, WHITE 11, u-CHANNEL T,-r-.FRY-RECsLET DRYWALL REVEAL/ SHEET N0 / -- ---_- _ --- ------- �b MP1R 618 M1�'R 618 A 10ml w 10260 SW Gresnburg Rd. PUP 2000-00008 1U of 1S , I^R'. IIIIIIIIIIIIIIIII!IIIIIIIII!III'IIIIIIII111111I11 IIII-111111!11 1111 'IIIII��IIIIIII"! ' III!I IIII IIIIX I ,r "�' " ' Y__— `"""•"' "•''°t'd'a".-:":"""",xa'•'` <.+."^dy",;,.u•t?R'..ara: - . ,, LEGI8ILITY STRIP oTo-I cm I2 3 dg o tIt IIz11nllllllut'l4u'n tl� I li7 I�e I IIO 120 1211 V I I I I iiii�ii11I1nI�lilll — I I � , � I II IIII IIII IIII III, IIII IIII IIII IIII I'i II IIII 1111 IIII 1111 IIII IIII III �� S I 99 83 24 28 2a 217 2 8 99 30 1 I1I1I'I1I'I'�1I 4T ROPI • or Z I I I I'I1I I IO I �WJ1ILJl>a.441��W �� •�l �i� � � J.�l I I I . I oz x .. -+rP,.M.n.,r►'"1'�Mrw}rws.lM7;t«!R,t,waAelM„!!M14; +?A7k's41.. IIIE►'�M�IIM�IIM�n+r .ewn.� ...,»rew . ..,1 1... ✓•.. ,' .. MRY+NMVW.Y.aaM ►rrinrrawM'..Mv.rww...».r ww-.n....er-_., . .+^* . - .... #$poll gp+rltMMN, Y�'!4MIM "."+MN+'brYwgMv.rw•.++n:ww!Mnwrr. , { "T n. 7� 1 GE►yE 'SAL NOTES FOR PARTITIONS _PARALLEL TO DECK FAOTEN TO 2'x14"x16GA. BTL. PL. 00 • 24"o.c. W/ BHOTPINB EA, BIDE CENTERED ON RIB. --REFER TO WALL STUD BRACE 1. REFER TO FLOOR FLAN FOR WALL TYPES. PACK GAP (BETWEEN WALL A88EMU3LY Ar4D DECK)w/U.L. DETAIL II/All.l FOR TYPIGAi- U 5 ? I N LISTED SAFING INSUL. W/FIRE 8TOr- SEALANT • RATED WALLS. ✓ ANCHORAGE AT srRucruRE 2. REFER TO 'HE ROOM FINISH SCHEDULE AND RELATED DETAILS CONCRETE _ HEAL GAP W/ U1_ LISTED FIRE~ 81010 SEALANT ABOVE I! FOR FINISHES REQUIRED A14D TO THE MANUFACTURER FOR STRUCTURE (Cl. i RATED ACOUBT. SEALANT AT NON-RATED WALLS). ` \ SURFACE PREP REQUIREMENTS. T CEILING PER SCHEDULE 'V E U M I \- 2" LONG '.F.G 20 GA. RJNNER .'2.ACK. FASTEN TO j 3. REFER TO THE FLOOR FLAN, INTERIOR ELEVATIONS. DETAILS, 87MXT. W .140 x I' BHOTPINB • 24" a.c. HOLD MEC", PLUMB AND ELECTRICAL PLANS FOR WALL BACKING GYP. an. 0 STUD V,' 9ELOW 5TRlJCT. / TRACK U IB" MAX. — - - ------ _--- i REQUIREME:JTS AND ;N-WALL UTILITIES. I FASTEN GYP. BD. 1'O STUD ��" BELOW LEG OF RUNNER -B'•9' Tt'PIGAL I�i(2NYR 0 B B I N S 6 (9'-b' NIW MAX.) � a 4. ALL DOOR OPENINGS UP TO 48' WIDE 6HALL HAVE 20 GA. r I 5/8' x,3' TYPE 'x' GYP. ISD STRIP TYP. EA. BIDE -- J-MOLL) i TRACK HEADER AND JAMB STUDS EXTENDED TO 61"RUGTURE CONTRACTORS OPTION TO OMIT 3' STRIP AND MWIVIDE P A R S H A L L E FAS \ AT X 20 GM. MIN. STEEL STUUS ABOVE SEE DETAIL I2/All.1 i'OR OPENINGS OVER 48" WIDE- SAFING AND SEALANT f'ER U L. SYSTEM NO. HW-D-0004 \ 6 O.G. AXIMUM. -- TEN BRACE TO TRACK WITH 5. PROVIDE b" STEEL STUDS AT ALL PI.UMBING WALLS AND/OR WTI FLAT STRAPS 0 TRACK BLOCKING CONT. 2-012 SMS • 24" O.C. WALLS WHERE RECESSED ELECTRICAL PANELS ARE LOCATED. REo'D AT ALL WALLS W/ 1 W/O GYP. BD. SEE DETAIL 11J.1►I.1 � One Arn1;rl:a Plaza COORDINATE W1TH RELATED SUB-CONTRACTORS. �� I UNPUNG�+ED 6" X 20 GA STEEL TRACK � --METAL BTJDe PFR GEN. NOTE hm --- ----2 !/2", 15 GA. MtL. STUDS 0 24" O/C 600 West Broadway Suite 200 FASTEN TO STUDS W/ THREE 08 SMS. 6. PROVIDE 336"x20 GA. STEEL TRACK BACKING AT ALL WALL 2 LAYERS 5/6' GYP. W. T MOUNTED DOOR STOPS. FULL HEIGHT EACH BIDE OF 20 ga. San Diego ATTAG•4 O MIN. THREE STUDS. Dv$►' bTEEL STUDS SPACED AT MIN California 92101 3352 16" 0.C- FASTEN TO STUD PER I. ALL STUDS SUPPORTING WALL KUNG CABINETS SHALL Ec MIN -�r - FIRE TEST OR UBC - 5/B" GYP. BD. ON EA. SIDE P 619 231 1960 20 GA- STUDS SPACED AT 16' O/C MAXIMUM. REE=ER TO DETAILS .— NOTFiT -- - F619.231 1920 NOTE 01 4 061AII.I FOR REQUIRED ®ACKiNG MATERIAL AND " RATED WALLS SHALL -- BASE PER SCHEDULE www.avrp.corn CONTRACTORS OPTION TO J5 6" X I6 GA. COr:NEGTION. (� COMPLY W/ UBr, TALE 43M I A66EM5LY_N5.1.1 FLAT PLATE AT FLOOR SUPPORTED GAB'NETRY 8. ALL RATED WALLB (FIRE 4 SMOKE) SHALL BE CONSTRUCTED I" X 1/8" FOAM TAPE 0 INSULATED FASTEN W/ TWO 80 T4AT SECONDARY WALLS DO NOT PENETRATE ;SYSTEM. ALL -�-KHMER TRACK SAME GA. AS STUD FASTEN TO STRUCTURE �—WA,LL TYPE BI Al I IDFAS DESIGN ARRANGFMFNTS AND rjMB O W/ .14' DIA. x I" BHOTPINS SPACED AT 24.O.C. PIANS INDICATED OR REPRESENTED BY PENETRATIONS SHALL BE SEALED W/ UL LISTED FIRE STOP THIS DRAWING ARE UWNFD BY AND ARF SEALANT, UL LISTED ASSEMBLIES OR APPROVED EQUAL. FASTEN STUD 70 TRACK W/ 06 61`16 TYP. EA. SIDE THE PROPERTY OF AUST N VEUM ROHR NS POWDER DRIvENi PIN FA5TENERs PARSHALLE AND WEkE CkEAIEU EVOLVED 9. Sl19Ml T?AL FOR WALL MATERIALS SHALL BE PROVIDED TO /� �� 0 24" O.C-., IGBO'1639 AND DFVELOPEO FOR USE ON,AND IN CLA56 I HATED .4COU8TICAL SEALANT CONNECTION WI1H, THESPECIFILD SUBSTANTIATE THAT THE PROPOSED MATERIALS HAVE BEEN —� PROJECT NONE OF SUCH IP_Ab �I FIN. FLOORING PER SCHEDULE ARRANGFMF14TS OR PIANS SHALI BF US:1) TYID I C AL HALL 15AC K I I `(S TESTED D A RECOGNISED TEST INIa AGENCY TO MEET THE WOTI� \ BY OR DISCLOSED TO ANY PERSON FIRM I 1 REQUIRED 24TING8 AND PERFORMANCE LEVELS OF THE — _ SPECIFIED MATERIALS. \ - LINE of STRUCTURE OR_ IN813LaUILT' OR PLENUM-RATED WHATSOEVER AWITHOTION UT ANY YYF WRITTEN POSIF NO SCALE ` ' I FIBERGLASS BATT INSULATION FULL PERMISSION OF AUSTIN VFUN II 10. COMPLY WITH THE FOLLOWING I.C.B.O. REPORTS: (OR _`--FULL HEIGHT Tnd WIDTH saJND INSULATION INSULATrm PARTITION HEIGHT AND 48" ON EITHER SIDE OF NnksHru.LF SEE TYP. NOTES � APPROVED EQUAL) PARTITION ABOVE CEILING "M-;1A"- I.C.B.O. •4943 FULL-SIE IGHT 2-HR. RATED PARTITION I-p T` 10. PARTITION W/ CONT. CLG. "ITN RAMSEr/REDHEAD"- I.C.B.O. M635 (POWDER DRIVEN N.T.B. - TRACK T PINS) R CK O N.T.B. 1/8" �STUDS REFER TO THE FOLLOWING TABLE FOR ALLOWABI F_ WALL HEIGHTS, HEIGHTS ARE FOR NON-LOAD BEARING STEEL STUDS USED FOR INTERIOR PARTITIONS WITH W GYPSUM WALL50ARD ON EACH SIDE. REDUCE ALLOWABLE HEIGHTS TO THOSE LISTED WITHIN THE I.C.B.O. RI=PORT FOR STUDS 1#41HTOUT GYP. BD. BRACE ALL STUDS AS REQUIRED SOA6 NOT TO EXCEED THOSE ALLOWABL-7 HEIGHTS 13ET BY THE MFR. AND THE I.C.B.O. REPORT. SUBMIT FOR APPROVAL, CURRENT I.C.B.O. REPORT O al (NUMBER REFER TO M5MA STUDS). (2faIGNATION tA251C'Wl_'1_.HEIGHI C1,lN. Ix 2ThL_D9 1 � j 19'6"45 GA. 155IC25 8-7 1'-0" .0213 .028 W N • 2�"45 GA. 2501025 II'-b" 9'•-6" .019 .052 `,,..I 7,3 ti • 3°Wx25 GA. 3581025 14'-3" II'-1" 18:: mTi -- 3-5/H" X 16 GA. MIN. c. 3�"x2ra GA. 358GG20 ZI'-1" 18'-5'' .482 255 L... STEEL STUDS AT 16° O.C. 3%"xl6 GA. 358CC1b 24'-b' 21'-5' .153 .399 -Q J MAXIMUM. >A 6"x10 GA. 600CG20 31'-b" 21'-(.," 1.590 .512 Z C) � b"xib 'aA. b000G16 36'-8' 32'-0" 2.510 .801 rJ 6 11. ALL GYPSUM WALLBOARD SHALL BE MOISTURE RESISTANT AT THE0 0 UNRUNGHED 6" X I(o GA. STEEL TRACK FOLLOWING LOCATIONS: (M.R. GYP. BD. SHALL NOT BE USED FOR (U)CEILINGS.) a- A TACH TO MIN. THREE STUDS. A. TOILET ROOMS, JANITOR CLOSETS (WHEN SUPPLIED W/ MOP CO SINK.) (V ZC:) 5. OUTSIDE AIR &HAFTS, PLUMBING SHAFT6, OPEN AIR MECH. ROOI'1$, - CONTRACTORS OPTION TO U5E FOUR "12 S.M.S. IN LIEU OF WELDING. LOCATE A5 SHOWN. 12 REFER TO REFLECTED CEILING PLAN FOR 3AEGIFIG DRAFT STOP CONDITIONS. 5 HEA1lY DUTY 5AC KING 6 PARTITION TY1OMS --- PER DRAWING DRAWN SF 2-.14 D IA.xIk .3I 1e�)T PINS CHECKED: SN STEEL STUD MAX. RUNNER TRACK 4 DIAD. BRACE HORIZ. STUD 4 CONNECTIOIJ � (I.C.B.O, M 1639) (X-RAY POST ----- SPAN TENSION CONC. DECK TO SET ISSUED -- 1- 08 S.M.S. a EA.. STUD TYP, 81- 0" 20G _ - 3!'s"x20 GA. W/f'8 SMS a 12" O.G. E.S_T4B VERIFY LOCATIONS OF MEP 120600 TENDONS BEFORE GUTTING CONSULTANTS ,V 12'-0" 16 GA. 6"x20 GA. W/"8 SMS a 12" O.G. E.S. TAG OR SHOOTING OF ANCHORS) ----- AlTACH CHANNEL TO / I I I I -- L INE OF STRUCTURE _- HEADER o OPENING PERMITIBID 12 20 00 V4 'x2(lJ GA. FLAT STRAP - CONT. ---�-- --- — - ---- --- ---- SPACE 4'-0'' O.C. MAX. (VERT.) 15'-0 16 GA. W/5RACE * MIDSPAN 6"x rtA. W/12 SMS s 12" O,C. E.S. T48 / �/ • �,� 2- 08 S.M.S. 19'-0" 16 GA. W/BRACE a MIDSPAN 8"x14 CIA. NM2 SMS ,11111 12" O.C. E.S. T4B T ' . L c� .A ID EA. STUD TYP. *NOTE:CHART ONLY FOR FLOOR TO FLOOR(OR ROOF)IEIGHTS OF 14'-0" OR LESS CONT. RUNNER TRACK CEILINGS TILE -- L -- -- � WHERE PARTITION CANNOT ASS- 1, 1 p, OR 's GL SEE SCHEDULE v 1 1 MX. EXTEND T'D STRUCTURE FOR SIZE J' ErI DUE TO OVt-RHEAD1000 • 1 OBSTRUCT I ONS �` _ - - 3"40 GA. DIAGONAL BRACE PER I GLASS SETTING BLOCKS PROJECT NO 00643,01 • -- -- - • SCHEDULE W/3-08 S.'M.S. - -- — T + t *NOTE: OMIT THIS GLAZING CHANNEL-TOP �, + .----RUNNER TRACK FASTEN TO HORIZ. STUDS AND OTT SHEET TITLE 'c T � j B OM \-- 20 GA TRACK E ID TYPICAL T4B, - SEE SCHEDULE BRAC DTL- BLOCKING. LC�CA7t FULL.-HEIGHT PARTITION 31"x20 GA. STEEL----- PARTITION AND END OF vdALLS AND/OR 8'-0" O.0 CONDITION . WHERE WALL STUD BRACE AT - FLOOR FINISH- SEE FRAMING DETAILS ti DBL. HORIZ. 0-•TUD FASTEN TO RUNNER ' " MAX. ��TRACKS T45, EXTEND WEB and FASTEN TO IS FULLY SUPPORTED 4 -0O/C MAX. SCHEDULE DBL. STUDS 6 EACH END Irl WALL FRCM CONCRETE SLAB ALTERNATE SIDES } 4-08 SMS STRAP TO TRAGIC BEYOND W/2-012 S.M.S. - SEE SCHEDULE THE BASE TO 4-08 SM5 -0 25 GA. 1- CORRUGATED METAL STUDS I Microsoft Por-117AEQ. F+F'AGEC RUNNER TRACK FASTEN t0 DBL. STUDS � DECKING ABOVE, T'I'P. HEAD Pf SILL SHEET NO EACH ENCS IN WALL BEYOND W/2-"12 S.M.S. - STUD PER PLAN � - SEE SCHEDULE FLAT STRAP CONNECTION TYFIGAL HEAVER 11 RAGE AT FULL IST. FALL � � EAD � SILL a C�LAZ I N6 CHANNEL 1 ,m GONY�. 12 - --- SCALE 10260 SW Greenburg Rd. BUP 2900-00606 11 of 1e .,.:.......•...r.....r."a•...uw.,."w.-......._._�,r.n.m.m,.w-.«M.., .err ,., ._ _►._._...__ Jm�iiltIIAlIIIIIIIII:I�uI111u�In111Iu,�,lIuIIII�i1l1lul�iili�l'III�IIn�nl�unllll�uuli�til0illlnlI li1 iiilll111unll 11ui14 IIIIInI1 I InIj111I I illljil 0 2II I 1I:Iljil2ll I 2IInI23LEGIBILITY STRIP 7 IS 19 2illllll I unjlnl I IIiIIIlI1 I 1u1I1u1 I IIu�nII I Inljilu II,iulII1I I .. _... .^4 28 28 27 28 29 30 J I'''''I.' t 1 WILHONI 0 10L .I,�l .1�,► 1 h h fi,�1 11111 11411,111,111j1.� w.1�.►.�J�.1.11J1,�1.111�.�.1111 L�1�111J 1J1�1�1�J J.�,!�Ja.I I I�J�1�1�1,�1 I(1 I I oz .. EIIMAMI�grwl� ..r:..,+H.,,W.,....i+.«n>re. !rm++•MNwrRmMxsr-pr � F i 1 1 ■ �� - —31"x25 !3A. 5TL STUD. GOMP- -- -it– STRUT AT EAG�4 BRAGING FAC OF - 12 GA, GALV, VERT HANGER WIRE __ POINT 5EE DET. mC� FOR WALE a 4'-0" O/C EA. WAY MAX. - ---- HI'x2m GA. STEEL STUD COIIPRE8810N STF�,JTB. --j FiX1URF8 WEICaHRdC, LESS THAN 56 Ibe- CONN. I SADDLE TIE ALL CONNECTIONS AATTACH ND TO TO IN RUN I/4y IRD j, MACH BO-r8 . MAY BE SUPPORTED ON GE IL INC 8 MAX AT ENDS GRIDS RATED AS 'HEAVY DUTY -- MAIN OR CROSS BHOTPIN. LOCATE AT EACH BR�'.�:E POINT. 4-12 GA. GALV. DIAGONAL --- -- — ROVIDE TWO BLACK 12 GA. SAFETY \ RUNNERS ` OF MAIN RUNNER 8 MAX AlACOMP. 87R1JT DOES NOT REPLACE HANGER WIRER ATTACHED TO FIXTURE AT SEISMIC BRACING NITRES AT - -- - -"-" FASTEN BRACING WIRES TO- WIRE / I/ PARALLEL NG �`` :- DIAGONAL CORdERB AND TO -_-_-' MI.X. 12'-0' x 12'-0" ll�l4" WITHIN WALLS STRUCTURE E o tIJRE PER DETAILS TYP. 12 GA. HANGER WIDE 8'PACED AT 4'-m' BTRiJCTURE ABOVE W/ .11 SHOTPIN8 c _ 4- 4 -0 FROM WALL5. LCA:•/*TE AT `� �- O/C EACH WAY MIN, 3 TIGHT TURNS WAN IP � � S � I N BOTH ENDS OF WIRE LIGHT FIXTURE OR ---- INTERSEC — — — — — l EXIST. OR - � / ---12 GA. BRACING WIRE W/ MIN. 4 TIGHT INTERSECTION OF MAIN RUNNER _ I NEW WALL �� pE�ERCAL AIR 4 CROSS FURRING l-- _ ��/ TURNS W/IN 11/2' TYP. A7 BOTH END6 � � ` \ OF WIRE LOCATE W/IN 2' FROM GRID E u M -- -� -- -- – - MA'!� RUNNER 4'-0 O/C INTERSECTION SET AT 45' MAX. FROM HORIZONTAL 8" MAX, FROM CROSS FURRING 6 2'-0" O/C MAIN RUNNERS I�" STL. CHANNELS �, ��,� \ / PROVIDE TWO CEILING PER R 0 B B I N S f �' '� FIXTURE (AT OPP CORNERS) WALL � 1.12" PER FT. NOT ROLLED � 4'-0" � / �� /i \� � , N N ._ 12 GA- HANGER WIRE 4'-0" O/C O/C MAX. MAIN RUNNER P A R S H A L L E E.W. MAX 8" FROM WALL l8 GA. — CROSS FURRING 11''x25 GA. GALV. - -- - — - _ IF CEILING 15 AGGESSABLE> STL HAT SEG�T. g 24" c"'/G MAX. // NVTt One America plaza \ — 1 TYPE X GYP. BU. FASTEN W/ 1" cRo� RUNNER- " PROVIDE ONE BET OF FOUR BRACE AIRE6 AND �j +-• 1 HI-LO TYPE-S BUGLE HEAD ECREW5 '/ COMP. STRUT FOR EACH 144 60. FT. OF CEILING SUPPORT FIXTURE5 OVER 56 Ibif. WITH 4 600 Wost Broadway TYPE X' GYP BD INDEPENDENT TAUT 12 GA HANGER WIRES ATTACHED Suite 200 - I AREA (MAX..)SPACE AT I2'-m'xl2'-O' MAXI1'IUM. 12 O/C MIN. i MIN. FROM EDGE OF -- TO STRUCTURE ABOVE. WIRER MUST BE CAPABLE OF San Dieg( GYP BD DATE FIRE SET 6'-0' FI�Of1 ADJACENT SUPPORTING 4 TIMES THE WEIGHT OF THc FIXTURE, 9 Y California 9'1in1 3352 . 8" MAX FROM SIDES HEAR ANGLE � WO ADJACENT 17"'t"'FICAL GEILINC E3R� P 619 2311960 CE TYP I CALL FIXTURE SUPPORT F 619.231 1920 / � WALL -- L -- •----- �.vwwavrp.com 1. HANGERS SHOULD BE SADDLE TIED AROUND MAIN RUNNER TO DEVFLC)P �14TE THE FULL 9TRENG'rF4 OF HANGERS. LIGHT F'>(`L RES A R D'FFu5ER» AND OTHER SMALL COMPONENT'S $HALL. BE 2. CROSS FURRING SHALL BE SADDLE TIED TO TWE r1AIN RUNNER W/ ONE – SUPPORTED ETHER DIRECT&_` FROR"I THE MAIN RUNNER, OR BY SUPPLEMENT STRAND OF NO 16 OR TWO STRANDS C* NO. 15 (SIA. TIE WIRE All IDEAS DFSIGNARP.ANUFMFNTS AND DIA. EXP BOLT W/ PLANS INDILATFD OR REPRESENTED By FRAMING WNiCH S SUPPORTED B�' THE MAIN RUNNER. 9. MAIN raJNNER SHOULD BE SPI.It;,ED BY LAPPING 4 INTERL.00KING FLANGE6 THiSDRAWiNGAREUWNED6YANDAkE s NO WRTiCAL LOADS OTHER THAN THE G f P BOARD DEAD LOAD SHALL BE 12' MIN. 4 TYING NEAR EA. END W/ DOUBLE LOOPS OF 16 GA. W RE. MIN. 2" IMBED- THE PROPERTY Y OF AU5T N VEUAIROBBNS 4. CROSS-FUR kING P SHOULD BE SPLICED BY LAPPING 4 INTERLOCKING THE FULL-TEST AT 440 lbs CONCRETE STRUCTURE NAHSHALLE AND WERE CHEAIEU EVOLb*U APDL IE7 ?O THE CROSS FURRING. PIECES 8' MIN AND TYING NEAR EA. END W/ DBL. LOOPS OF I6 GA. WIDE. AND DEVELOPED FOR USE ON AND IN CONNECTION WITH, THE SPECIFIED ---...--CONCRETE STRUCTURE PROJECT NONE OF��UCFI IDEAS BO C X16 I SHOT IN ANCHOR 'HIL T I" ARRANGEMENTS OR FLANS SHA(I,BE USED 2 6YP. 5P. -CLS. TIE CONNECTION_ _-12 GA X I" WIDE x 2 DN2iP8� OR EQUAL W/ BY OR DISCLOSED TO ANYPFRSON FIRM �- OR CORPORATION FOR ANv PURPOSE ° ' " MIN. i' PENETRATION WHATSOEVER WITHOUT THE WRITTEN � - - - 3 ■I -m LONG STEEL STRAP PL-HMISSIUN OF AUS 1 IN VEUM HUBSINS f—12 GA. BRACING WIRE 'r -13 GA. x I" WIDE CEILING PAHSHAILE SET AT 45 DEG-. MAX. CLIP EQ. TO "HILTI" FROM HORIZ. TIGHT TURNS W/IN 1" ------ 4 TIGHT TURNS LAN Ii" I 4,_0 pr" MAX. TYP. BRAC I N6 WIRE Q � _ CONNECTION � �� , ,�.c — �_ T1 1_«` I-�,�N6F� WIRE CONNECT ION w _ - -' ' 0 8 ---- - TYP. HANGER -METAL STUD DIAGONAL �� ALTERNATE LOCATIONgIf Ga.' O MAX. ONE PAIR OF 12 A. BRACING SIZE AND GAUGE SPLAY WIPER W/O NAIL. NOTCH '' MAX. '� Z � PARALLEL TO WALL � cn i TO BE GAME AS VERTICAL �� 12, PERMITTED ONLY" //� � c N STUD \ � _ AT RUNNER NG - 1 i •' , r- - 12 GA. HAS WIRE , , rn —METAL STUD AT 16" O.G., 4' ®' O.c. /, / ' TYP. \' - - - �ji;? O - �� TYP. SNE:AR ANGLE —CONT. ANGLE OR TEE REFER TO FLOOR -_ _ ___. c -----CROSS BRACING AT \. �---CONT. ANGLE - - .' � c0 PLAN AND WALL - 48" O.C. �:' . - -------SPLICE MUST BE -- -- -- --- - I o TYPE DETAILS SLOTTED ANGLE SPACER '; Z, THFRU CONN SNAP a CONN. NOT W/ HORIZ. 6d RINGSHANK / '� W \' \, ACCEPTABLE NAIL \\-- - ----POP RIVET (.) N C:) -- -- TENSION CONN. TYP r-- IC WALL W/ Ij" T'TF'E 'S' 3CFREW8 �. - ib GA. (MIN.) LEDGER — ____ TYP I CAL HOR I�ONTAL. STRUT HANGER WIRE CONN. ® CRI D - 5 _ CE I L I NC ® NEW PARTITION NALL �� CEILINS BRACE a MTL.. STUD � TYP I CAL LAY— I N PANEL CEI ' I N -- - NO SCALE >c DRAWN SF CHECKED SN / 3 5/8' 20 GAUGE METAL ATTACH TO CLI ANGLE SET ISSUCD X STUD BRACE TO PER DETAIL W/2-"12 5M5 MEP 12 06 00� STRUCTURE ABOVE, SEE DF i AIL 11/Al1.! a CONSULTANTS 31"x2ra GA. METAL STUD METAL STUD (25 GA.) a PERMITIBID 122000 STRUT AT EACH SPLAY r' ri10 SMS TYP, 2 - BRACING. REFER TO DET_ / BRACES' PER SOFFIT 24" O/C W, 1" GYPSUM ESD. i FOR SUPP❑RlX FOR LOCATION. BOTH SIDES ♦ / / �- I XX FOR O � 16GA. PLATE 4"W.xl2"L. I SEE p`�1R Np R SUSP C UNDERSIDE ❑F DETAIL x•4-"12 S.M.S. TO STUD, TYPICAL SUSP. G G. USP, EII TNG. L � J 2 1/2' 20 GAUGE METAL 2-012 TO MAIN RUNNER REQUIREMENTS J 6 - -- - STUD FRAMING - -- - SPLAY BRACING `� TF ov. �� --Ll %-ft PROJECT NO 00643.01 + ONE STRAND 16GA. WIRE, -PARTITI❑N PER Fl_ht7R TYP. SADDLE TIED _-- -- PL AN, A2.1 + / &"x25 CSA. GROSS RUNNER SHEET TITLE HAT C4ANNEL AT 2'-0" -- BUILDING STANDARD 6 - SUSP. GEILINuL PER ER PARTITION AND OE WNLIGHT PER TYP, SCHEDULE/REF. GLG. FRAMING DETAILS REFLECTED CEILINGPLAN - TO ALIGN WITH ti PLAN, REF. A4.1 BOTTOM EDGE OF GYP. 5D. HEADER ---- FL_U❑RESCEN - FIXTURE Microsoft Portland �� PER RCP, A�' 1 i–'' SHEET NO , y ;o PHONE BOOTH SOFFIT DETA I L -- 11 PERT. COMI"ORESSION STRUT 12 6Y1�'. 5P. HEi'�ERAl 1 m2 --- NO SCALE 10260 SW Greenberg Rd. a-.w......�,.,.-....- _ 2000-00508 122 of of 1 B .�.,Mwww.w.++h.*,..r,..�._.-�.,,-...__........ ...-.,....-•.. ... ,..,..�.,.......,._,,,,,_,rr._..... . ...... _ __..._...._-._ w .. ._.- ._-..,....w.��.,.,.•.a...ui.�..�„u,,...__��I I I IIII IIII-1111 ��I I I'�I I I I I ISI I IIII IIII I I .II IIII...Y.w,iw:..� .!C.�.�., ,�.•...�.,wrn�uw,M:, ..' i' ...u."',:s JllAlfil�-,.: ' & LEGIBILITY STRIP Cm11111IIIIIIIIIIIIII 11,11111 UUIIIIIIIInIIIIIInnIIIilliiillullllllllullllullllllllllllll 10 I 111 I 1IE I 13 I 1I� I 1 I 8 1 17 I IInlnlIIIDIlSlIIIIII191n111121I1OIn11IlEIIIIuIIIIgIIInIInIE1�11nI1, I4 lulllliuli i Illluullnlllilllnullllllllllllllll _... . _ IOmm.IClll 3 2 25 28 27 28 29 30 r. LpI ( R O1 HONI 0 AOZ ' � 11��.1111.1.1J1.�J��1.�t1J1�w:��.IJala•11,�•t�J. .�.111.t1ai�,I�.I.I�I�l�.1.11.IL.11l�iW�iJ.��.:ltlll�.l�J.�.I�I��.I.1�I,llI��J,�,.��•�.�.IJ�,' �z 1 � '�� i; ,,. . . -., SII 4� � yy �i f. I ! SEE PLAN FOR WALL TYPE BACK SPLASH WHERE APPLIES 2'-1" 5ACKSPLAS4 WHERE APPLICABLE 3/4" 1' 11 1/4" _ 2'-1" 1" 3/4" V-11 1/4_" ---- GYP BD SOFFIT WERE INDICATED - -- v y' -..-__ _ PER INTERIOR ELEVATIONS / A IN ♦ ` 'v♦ j WHERE SHOWN ON FRON ----- 3EE PLAN FOR WALL T`r►'�E �- WD. CxU55ET W/ P-LAM FIN. - V E U M - TO MATCH COUNTERTOP -! FASTEN CABINET TO WALL WITH CUT OUT FOR WASTEIRECYCL II�G Z �\ U rZ PHSMS SPACED AT S" OG. FASTEN WASTE BIN PER TENANT SPEC _ - - FASTEN GU55ET TO WALL W/ THF44 STEEL WASHERS AND INTO R O B B I N S Z > M PHSMS AT 16' OC (MAX) THRIJ > - 61 - I6 GA. BACKING TRACK FASTEN TO p - FASTFN CAB TO WALL WI w F- -j 3/4'10 x 10 LL. INCLUDE a STEEL WASWERS w W A I • � DE SCREW CAPS PARSHALLE a I #12 PHSMS AT 16"UC (MAX)7HRU w INCLUDE SCREW CAPS w ' w 3 Vo x 10 ga STEEL WASHERS O VISIBL. p WHERE VISIF3LE w INCLUDE SCF<F_W CAPS tr I ' ADJUSTABLE SHELVES cr WHERE VISIBLE LU � w ►- Ono America Plaza Q. - 600 West Broaaway - 6" 20 ga BACKING TRACK `- -- 5CHEDULED BASE w Suite 200 SCHEDULED BASE M San Diego CAB PULLS TYPICAL atorrna 92101 3352 EXTEND GA ' WHERE P 619 231 1960 1 - i a '� OC�� 4 F 619.231 1920 TASK LIGHT � v www avrp com LINE OF STRUCTURE i - UNDERGAB TASK LIGHT W/ PRISMATIC ALL IDEAS.DESIGN ARRANGEMENTS AND 1" 1' 8" 3'01 LINE OF STRUCTURE LENSE WHERE INDICATED ON INTERIOR �/ / ELEVS OR ELEC. LIGHTING PLANS PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARF / " OVERALL. / A TYP OPEN BASE SHELF - - BACK PLASH WHERE APPLIES rHFPROPFRTYOrAUSTIN VFUMROFIRINS UNU PARSHA.LF AND A FRF CREATED FVULVFD. 1" 2'-1" ANn DEVEL OPFD FOR USE ON,AND IN --- CONNECTION WITH.THE SPECIFIED PROJEC I NONE OF SUCH IDEAS. RECYCLING CABINET BASE UNIT 3�4� _-1 -11 1/4"___ ARRANGFMFN IS OR PLANS SHALI HF USFO BY OR DISCLOSED TO ANY PERSON FIRM. ` -- ON CORPORATION OR ORATEVFR WITHOUT TYOR ANY PURPOSE WHATPERMISSIUN01 AUSTINVFJMR000I1J3 -- - �/- DRAWERS ON GUIDES PAR�HA, r ILI - 3 5/8" X 20 GA. METAL — STUDS AT 16° O.G. LI.O.N. I -- FASTEN CAB. TO WALL W/ 3/4"10 x ,O 9a STEEL WASHERS INCLUDE - &PLASH WHERE APPLIES W CAPS BACKSF�ASW WHERE APPLICABLE WHERE VISIBLE N 2'_1„ / / tt I !^EB FRAME01 — ADJUSTABLE SHELF — -- - _ -- APRON J��P '�TA 'fCIIQ THRI,J � _ 0 SCHEDULED BASE DRAWER W.O. a '} -- -- — - y► INTEGRAL BASE � DC7UR c � Uj �-:) FOR ADA ACCESSIBLE CO 0 + ~^ IT OCCURS SES FLOOR 3 —+-- WALL MATERIAL WHERE 1�� .I� g•• �� LINE OF gTRUGTURE � CIO ►- i I [/ PLAN FOR MATER.IAL - - - — �� CV > ,,, 2'-0"OVERALL w -Q N J r - WD. KNEE-BRACE W/ P-LAM FIN. ! 11 - U.N.O. ----� r , Ir rn w KNEE-BRACE GONTRUCTION OF 1../ 0 (2) LAYERS OF 3/4" PLYWOOD + III _ oT 2 1/2' X 2 In' X 114" ST&L � O WITH PLASTIC LAMINATE FINISH BRACKETS, AT 4 -m O.G. � / PER ELEVATION `J I (4)�NI6t O ��,�R�p° W' TYP FULL HEIGHT UNIT -�1 LENGTH M.15. DOLT° AND w HORIz. SUPPORT PLATE WASHER° co 0" - Ur 0 P TSS: Cn Ill FINISH ALL EXPOSED and SEMI-EXPOSED SURFACES WITH C:) ♦ T TYPICAL OPEN BASE UNIT PLASTIC LAMINATE. U.N.O. REFER TO INTERIOR FINISH SCHEDULE OR N ELEVATIONS FOR COLOR AND FINISH MATERIALS. c� LINE OF STRUCTURE B. REFER TO FLOOR PLAN FOE. PARTITION TYPES AND FURTHER z WALL REQUIREMENTS. C. REFER TO INTERIOR ELEVATIONS FOR VARIATIONS OF CABINS" FRONTS AND SPECIFIC REQUIREMENTS. D. VERIFY PULL TYPE WITH SPECIFICATIONS E. SEE THIS DETAIL FOR TYPICAL WALL BACKING. REF. 6/All.1 FOR HEAVY DUTY BACKING OPEN COUNTER A/ KNEE BRAGS s TYPICAL CASEWORK DETAILS F. ALL CABINET$ SHALL COMPLY WITH A.I.C. CLI670M CaRADE DRAWN SF CHECKED SN SET ISSUED MEP 1206.00 CONSULTANTS PERMIT/ I� Or12 20.00 ov PROJECT 140 : 00643.01 f f. SHEET TITLE c PARTITION AND t FRAMING DETAILS Microsoft Portland SHEET NO 11m3 10280 SW Greenburg Rd, SUP 2000-00508 13 of 18 , Cf11 In1IuIInIIIIIII�I��I�uII�ulilnll�luljlilijlll nnjnll�nll!lulllul!In�Inl�ilil�ililjilit�iii'lj�1.�11MI l�lln�lnl rill +ll IIIIII�I Iln�lu� I�Illll Ilu!Iln nlllllil IIII!IIII I�Illlui 111�11, , IIII IIII!�III IIII�IIII IIII!Iin LEGIBILITY STRIP o 1 2 3 4j aJ,+ tj7 I 1 I I I I I I I I I I nlllnll Iulllnl nul _ IOmm.I cm 10 1I (�► 13 14 18 I7 18 19 20 21 22 213 24 28 28 27 28 29 30 r Z I 11 01 HOPI 0 I OZ 03 ,r7r . _ _ .... ....- _ - !n..r'xxt*ti'u^e,+mr �trg+Mlsw+,r•,+ww.iyNwwM�4g"'Wre. _ _ Sol _ auvaw«.e�waawnww....'^""R rt'9R�11h•'MM.�t. \w twwL w+nN'r. .rro•r r-.+.mw•v,w. �,wo-.w•..,....�. K....,•.. ....,., ,r.. unr-.*.rwsn.nl.� 9w1!h\rt.r�• \MpMM'1� ..2'awv..„�,reY.1+y1M�fA ,.. _. �µ. i 1 � 1Jx Y r CASING (TIMELY TA23) A U S Y I N VEUM ---- CARPET PER FINIsH ----- — CARPET PER FINISH —(Dl)NEX7LT0 EAGN, PLAN PLAN _- RETAINER CLIP 1 3/4" — -- s R0BBINS METAL TRIM/EDGE RUBBER REDUCER 1�4„ FINIS►-I TBD STRIP TO MATCH VCT III I ALUMINUM �'�- A R S H A L L E 1/2 MAX. OO CASING (TA2' DOOR SCHEDULE _ 1 EXG. STONE TILE VCT PER FINISH PLAN OneAmencaPlaza • '' • PER FINISH PLAN ` . . �. " ; ' ° ' '• . — 600 West Broadway NN TIMELY Suite 200 , . yEL PREFINISHED PARTITION San Diego J `• ' �< EXISTING CONC. SLAB KNOCK DOWN (KD) PER PLAi�-- ^ I .ahforma 92101 3352 �. 1 3/4 FRAME PC 19 231 1960 F(,19.231 1920 H��T TREATED ww N avrp co1� C �'ING RETAINER CLIP -X15TING CONC. SLAB .`I ALL IUtAS UESICir.nh:RANGEMtNIS AND PLANS INDICAI Cis OR REPRESENTED iIY THIS DRAWING Al;1 OWNED BY AND ARE A U T I THF PROPFRTY OF AUSTIN VFUM RORn,NS PARSHALLF AND WFRF CRFATED Fvo,`FG AND DEVELOPED FOR USE ON AND IN V CONNFCTION WITH,THF SPFCIFIF) 1 PROJI:C I NON[i OF SUCH IDEAS _\GPTI5TONE TILE TRANSITION 2 IVICoT TRANSITION �� ALUM. MOOR JAM AR OR DISCLOSED T PLANSSRSO HF IVI _3__ 1 B 4 T* ALUM POOR JAMB R 0 B , I N : BY OR DISCLOSED TO ANY PERSON hIRM --- — — _ -- OH C;ORPO V FOR ANY PUHh'USt NTS - ' RA!10 - - - - _ WHATSOFVFR WITHOUT TNF WPITTF^! 3"=I'-�" 3"=1' 'I - --i--- PERMISSION OF AUSTIN VEUM ROB31NS F A R S H A L L PARSHAI -- — ------ --- ------- _.--- 5/8" GYP. BD. EXTERIOR PARTITION STRUCTURE — PER PLAN 24" n/ C MTL. OR WOOD �•�. �, DRYWALL SCREW, — BLOCKING (1) — CONT. CORNER z RETAINER CLIP TO EACH I � 5'-0' TO UNDERSIDE OF CONT. CORNER BEAD TYP, M cv SUSP. CEILING. BEAD TYP. --- PARTITION Uj - (E) GLAZING — PER PLAN --- — 0') rn - ALUMINUi✓I CASING (TA23) ! ,BENE CLC. (E) WINDOW \ -._ -- — -- 2-1/2" MTL. STUDS n O — ^ BL INDS - — �1 .p } 1ECH0-S�4ADE' ROOM- c I HEAT 7F EA7E (F) MULLION DARKENING BLACKOUT CU O <v CAS!Ncs RET CLIP — - — SHADE FOR AUDIO-VISUAL CONTROL. — -- - -- -- — 'S 5LAe7XOUT 5HADECLOTH TC BE 0703 BLACK DOUBLE STUD _ 241' O.C. r co TIMELY PREFINISI-QED (BC,TH SIDES) 1 u o KNOCK DOWN (KD) , FRAME . 7, o 24" ea l - TYP. ALUM. fl0OR HEAP G4�0-�5HAC�r= �'OCKET DETAIL , GOORNER TRANSITION-- -- — - - — 8 ORNER TRANSI � ION --- N.T.S. DRAWN SF CHECKED SN SET ISSUED: IO„ ' MEP 12 06 00 PRE-PAINTED CLOSURE CONSULTANTS TRACK PERMIT/BID 12 20 00 EXISTING EXT. GLAZING/WINDOW f� _--- CONT. CORNER BEAD MULLION — PARTITION I 1 _ CONTINUOUS BLACK PER PLAN NEOPRENESTRIP --- -- — __._ J' a ------ -2-1/2"MTL. STUDS I-1/2 _ FULL HEIGHT BD. ON EA. SIDE 2-1/2" METAL STUD AT PROJECT NO 0064301 W EDGE OF NEW WALL 11 11 SEE WALL TYPE ON PLAN CLR. NOD. ALUMINUM, SHEET TITLE I 1/2" FRY-REGLET PARTITION AND DRYWALL REVEAL/ FRAMING DETAILS — GYP. BD PARTITION U-CHANNEL TYP. PER FLOOR PLAN Microsoft Portland SHEET NO. -- TL � �oND1lIoR --- . REVEAL SECTION ION-_-�FAIRTITION . y_ 11m4 _ 10280 SW Gree burg Rd. BUP 2000.00508 14 of 18 III illi IIII IIII IIII IIIIIIII; Illi IIII (I{I IIII IIII IIII III• I� I IIS I jjjl Dill 1111 IIII IIII 1111 IIII IIII IIII IIII tlllll!II I. II Ili ;ii `°"~� C� pmm.l cm I I II Iilllllillll!Illilll; ' III IJill IIIIIIII;IIIIIIIIIIIIIIII!IIIIIIIIIIIIIILEGIBILITY STRIP o I 10 II I ! 13 la� 16 7 ls 2l0 2122 23 24 25 28 27 28 29 30 1' �1 IICD �1 01 RONI • lOE 14�111 J.i:,l� ' ( �(1�.l �l1l l W L�1�1�1�J�1�I�Jtd1w.1�1� 11 I J I I I I y�oz !#nwhh'iPv.".'Nl�1WYM:RM1m1Kt+vw. �N,@n�R+,^►w!l*rrLVMMY'M•'�Me..aar/M►+rw+w*!t'....,,w.h+w.A .!w�owrlM�M'►rh++1w••.»...,ar+•.�-+nr.n.r.le. .,tryvM1�YI.•. ou.w,..ima*ta�.�r.,.,w+..wM•.. - is �R.sang..+��+1�rM ,+rn.>..r.,r,++*.�•...•,.a� •. ,.. - ... ... .RAIMAM"Md! .y,.M.wrow•�,'+Mrs.+nMnbs�My!R'...rAM+!+�u�MMnN4►wwe5*'+K'n+Aw..rrlTn.w.. - r ■ ■ ■ I GENERAL (Owner/Contractor agreement supercedes the General Conditions listed tie ow) appearance. It necessary to achieve uniform color and appearance, remove existing floor and wai' lighting and provide routine repairs. Interior Type A Fire Retardant Treated Wood: l coverings and replace with new materials. g p p p "Dricon," Hickson Corporation Drowin s and s euficnGorrs represent the finished structure. Contractor shoo tie responsible for Provide temporary heat devices as required to maintain specified conditions for construction "Pyro-Guard," Hoover Treated Wood Products. -eons and methods of construction, including shoring and temporary bracing. Contractor shall Where patch occurs in a smoo:;i painted surface, extend final paint cover over entire unbroken operations. Prior to operation of permanent equipment for temporo ryheatin9 purposes, verify that Flamepro LHC-HTT,• Osmose Wood Preserving Co, Inc. .,ndertoke all necessary measures to insure safety of all persons and structures at the job site and surface containing patch, after patched area hos received prime Lnd base coot. Patch, repair or installation is approved for operation, equipment is lubricated and filters are in place. P•ovide and adjacent to the site Observotior visits to the site by the architect or engineer does not include review rehong existing ceilings as indicated to provide an even plane surface of uniform appearance. pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. o' these measures. 01035 CHANGES TO THE WORK: Ventilate enclosed areas to assist curing of materials, to dissipate humidity, arid to prevent 06200 FINISH CARPENTRY The intention of mese documents s to include all labor, materials, services, equipment, accumulation of dust, fumes, vapors, or gases. transportation, etc. necessary for complete and proper execution of the work Indicated on the The Architect will issue Bulletins to document interpretations or to describe changes per the Owner's Ail woodwork and countertops shall comply with the Woodwork Institute of California 'Custom A U 5 T I N dr❑w rise and the work that can be reasonably inferred there from as being necessary to produce the request. The Architect W11 review Quotations and Change Orders that are prepared by the Provide, maintain and a for tele hone service to field offic ; , Grade , except as otherwise indicated on the construction Documents. In the event of discre ancies mended results. Tne drawings sno not be scr„cu for measurements. Contractor and forward them to the Owner with his comments, for processing by the Owner. P y P eat t ire of project mobilization. the contractor shall base bid on the higher quality detail. P The Controctur shall ,provide and maintain all temporary equipment such as stairs, ladders, ramps, Quality assurance: Issue a W.I.C. Certified Compliance Ce,tificate prior to delivery certifying that the V E U iM D0700: GENERAL CONDITIONS 01300 SUBMITTALS scaffolds, hoists, chutes, etc., as required for proper and safe execution of work. products fully melt all the requirements of the W.I.C. grade specified. Apply the W.I.C. Certified Compliunce Lobel to each elevation of casework and countertops. ' General Conditions of the Contract for Construction," American Institute of Architects Document Make submittals of product data, samples and shop drawings in a timely manner, to allow the Owner PROTECTION OF rNST,�.LLEU WORK AND "EXISTING TO REMAIN" MATERIALS. R O B B i N S A201, Fourteenth edition, 1987 issue, Articles 1 through 14 Inclusive, pages 1 through 24 , are 7 working days for review. The Contractor shall r ;ew all submittals then date, stamp and initial them hereby made a part of this Specification as fit bound herein, The Contractor, at the cost of the as approved before submitting them to the Owner. Samples and product data, submit at least six Protect installed Work and existingmaterials scheduled to remain. Repair Protect casework from dampness during and after its delivery. Store it n clean, well ventilated area Document, may obtain copies of the document from the Architect. each, ocean anted b all pertinent data. Provide one sepia and two epos or replace portions of where it will riot be exposed to extreme changes in temperature and humidity. p y p p prints of Foch shop drawing. work or materials damaged by construction. P A R S H A L L E When Jsing .030e .ODS Wilson-Art plastic and laminate far edge band, edge bands shall al applied to 00800: SUPPLEMENTARY CONDITIONS Drawings shall show call information required by the applicable technical section and shall be in Provide temporary and removable protection for installed or existing Products. Control activity in particleboard core prior to applying backs and faces of cabinet doors, drawers and fel fir sufficient detail as may be required to show that fabricated materials, equipment or systems, and the immed'ate work area to minimize damage. se ants. These "Supplementary Conditions" modify, delete or add to the preceding 'Genera! Conditions of the position thereof conform to the Contract Documents. Shop Drawings shall establish the actual detail SHOP DRAWINGS ' One America Plaza Conditions of the Contract for Construction , A.I.A Document A-201, Fourteen Edition, 1987 Issue, of all fabricated items, inaicate proper relation of adjoining work, amplify des;gn details proper relation. Provide protective coverings at walls, projections, jambs, gills, and soffits of openings. Articles 1 through 14 inclusive. When an article, paragraph or subparagraph is modified or deleted to physical spaces in the structure, and incorporate minor changes of design or construction to suit Submit I n ,• 600 West Broadway b these 'Su !omenta Conditions', the unaltered revisions of such article, paragraph P 9 completely r e e atio s, isometric's and details showing construction and assembly, materials, hardware: Susie 200 y pp ry p para r0 h or actual conditions. Shop drawings shall be drawn to scale, shall be cora letel dimensioned and huve heavy to finished dbfl protecting with ddother sheetsurfac materials.ratfic, dirt, wear, damage, or movement of and all other pertinent data. Indicate grounds, backing, blocking, sleepers, and other items required San Diego subparagraph shall remain �n effect. all materials identified. o the installation of this work which ort to be furnished and Installed as a part of the structure. Shop 9 Drawings shall bear the W.I.C. compliance label. California 92101 3352 Refer to Pa►ogropn 11 Execution, Cul e.a on and Intent: ADD the following to 1.2.3: The Owner will check submihals only for conformance with the design concept of the project and 01710 CLEANING "In the event of a confl ci or discrepancy c•el,veen the drawings and the Project Manual, the larger compliance with information given in the contract documents. P 619,231 1960MODULAR PLASTIC LAMINATE CASEWORK F 619 231.1920 quantity and/or the higher quality shall be provided at no additional cost tc the Owner, unless The Contractor at all times snail keep the premises free from accumulation of waste materials or F6192rp.corl otherwise modified by the Arch;tect ' The following list identifies those items with required submittals. Also provide submittals required rubbish caused by his operations. At the completion of the Work he shall remove all his waste Plastic Laminate: Wilson-art 0.032" thickness will be used on finished ends and ex o:;ed elsewhere in the documents. p bottoms of materials and rubbish from and about the Project as well as all his tools, construction Equipment, upper cabinets. All edge banding shall be done with Rehau .024" PVC custom matched to Wilson- Substitute subparagraph 4.2 A with the follewiny: machinery and surplus materials. F nal cleaning shall include removal of ell traces of soil, waste Art laminate plastic or equal. ----� The Architect will issue Bulietins to document 'r lerpretotions or to describe changes per the Owner's material, smudges and other foreign matter from all interior and exterior surfaces. ASL IDEAS DESIGN ARRANGEMENTS AND request. The Architect will rev,e* quototions Tnd upon approval by the Owner; the Contractor, shall prepare Change Orders and Construct'ur, Chonge Di,ectives and forward them to the Architect to All enclosed interior surfaces of cases, except as s ecified otherwise, shall be faced with 60 aurid PLANS INDICATED OR REPRESENTCD B� 01720 PROJECT RECORD DOCUMENTS P P THIS DRAWING ARE OWNFD BY AND ARE Polyester Virginia White overlay on 45 pound density Roseburg Particleboard, 60 pound polyester THF PROPFRTY OF AUSTIN VFLM ROBB'N$ review f❑► approval and submiss�or t0 the Owner. Overlay by SElply, PARSHALLF ANO WERE CREATED FVULVED A complete set of drawings shall at the start of the job be identified as "Record Documents". All as- AND DEVELOPEU FOR USE ON AND IN Paragraph 9.10 Final Completion and Fina,, r=ay�nent: A,nD the following to 9.10,2: SCHEDULE" OF SUBMITTALS Product Shop Mock Up built conditions shall be recorded on this set in colored pencil. Contractor shall transfer all change All interior surfaces of cases without doors or cabinets with lass doors n CONNECTION WITH.THE SPECIE EU ri addition to the above, the following req,.irer ents a all oe fulfilled before final payment or payment Item Data Drawings or Somp!e data to a sepia set of drowin s and submit to architect for review 9 and all exterior surfaces PROJtCT NONE 01-SUCH ILIJI I of tree retained percentages is authonted and p,:id: Contractor shall deliver to Architect (fur dr-livery 9 prior to final payment. shall be done with Wilson-Art 0.032" thick plastic laminate. All edge banding shall be done with ARRANGEMENTS OR PLAtJS StiALL BE USF[; Rehau .024" PVC custom matched to Wilson-Art plastic laminate or equal, BY OR DISCLOSED TO Aho PERSON FIRM to the Owner), preferably in o single pack,i work, incy labeled item by item, the e o work . Collect all equipment brochures, warranties, balance reports parts lists, instruction manuals, etc, in a OR CORPORATION rOR ANY PURPOSE 1 Satisfactory c y t eGon i! constructirn work, rnciudinT corrections o! defective work ?and binder and present to the owner upon substantial completion. All exposed edges shall be banded with Rehau .024" PVC custom matched to Wilson-Art plastic WHATSOFVFR WITHOU-TNF WRITTFN approval of same by the Architect. Rough Carpentry 2. "Contractor's Affidavit of Payne, I cf Debts and Cloims' A.I.A. Doc. 6706; and "Contractor's 9 P y laminate. Pt-RMISSroN CF AUS-rN VEUM ROBBIPJS Affidavit of Release of liens", A.I A, Cac jment Backing cleats: 3/4' x 3-1/2' size. � I 3. Submission to the Architect the Pin tact Record 02050 SITEWORK: PARSHAIIF Documents. Finish Carpentry X X X Web rails: 3/4" x 3-1/?." size ! 4. Completion of instruction to the 0ku;r on operation and maintenance of all ?equipment rind Take all necessary measures to full protect adjacent properties and the underground and Base and sleepers: 3/4" x 4" size systems Metal Framing X Y Y P j p p 5. Submission of all tools, which are permanent equipment overhead utility lines. Division, spacers (spreaders) in drawer areas. pe port of a ui merit installed in the Work. Cabinetry 6 Submission of all keys, construction and permanent, properly identified. Cary X X Clear all debris, roots, weeds, grass etc. at all areas scheduled to receive new concrete sidewalks Casework doors shall be fabricated from 3/4" 45 y g part cleboard ar equal. / pound density Roseburg q 7 Satisfactory evidence of approval of np work by utility companies and all regulatory ?ayenciea Doors & Frames X X X and slabs as indicated on the plans. Advise the Architect of areas where existing soil compaction The backs of doors may be Wilson-Art 0.030" white liner product 727 color #1573 (Frosty White), or below proposed slabs or sidewalks is below 90%, All soft zones shall be removed and re- Wilson-Art 0.032" to match faces of cases, and all edges shall be covered with Rehau .024' PVC Hardware X X compacted as required to provide a firm base for the new wo;';. custom matched to Wilson-Art plastic laminate or equal. Pi i 110N Of PERSONS AND PROPERTY Insulation X Pertor,n all trenching as required for installation of work described it,. other sections or as indicated Drawer sides, back and box fronts shall be fabricated from 1/2" thick Fiberpine 60 pound polyester on the plans. Make all trenches with sufficient width to provide free working space at both sides of wocd grain overlay two sides and top edge. Drawer bottoms shall be 1/4" Mosenfite 60 pound ADD the 10.1 - Solely Precautions and Programs Carpet X X X trench and around the installed items. Properly support all trenches in strict accordance with all polyester wood grain overlay and polyester backing sheet on the underside. Plant--on drawer fronts ADD the following paragraphs: pertinent rules and regulations. All work shall be executed in conformance with CALOSHA shall be 3/4" thick 45 pound density Roseburg particleboard or equal. Faces and backs shall be Alum. Storefront X X requirements. covered wiWilson-Art O.C32" plastic laminate with Rehau .024" PVC custom matched to Wilson-Art Ld p 10 1.5 The Contractor shall be solely and completely responsible for conditions of the job site, plastic laminate or equal. r including safety of all persons and property during pe fctrmcnce of the work. This requirement shall Rework irrigation lines eftected b excavation of site utilities and installation of nea work as required aDPIY continuously and not be Gmited to normal working horns. Acoustical ceilings X X y � to maintain system in working order. Reposition existing heads and/or locate new heads to planting Soffits shall be manufactured from 10" Veneer Core Mahogany Plywuod with villson-Art 0.032" face CD Gypsum Board X X + Texture locations and direct spray off adjacent sidewalks, slabs and building. Connections shall be made at and 0.032 backing material. A 3/4 x 2" Pine cleat shall be fastened 1/8" above bottom edge of 9 z '0.'.6 The duty of the Architect or Engineers to conduit construction review of the Contractor's approximately the some locations. Provide sleeves to extend lives under new concrete slabs and soffit. Soffits more than 12" in Height shall have o 3/4" cleat at the ceiling, Bottom edge shall be C!) M perfo morlce is not intended to include review of the adequacy of the Contractor's safety measures, paint X X + Calor Selection sidewalks. laminated with Rehau .024 PVC custom matched to Wilson-Art plastic laminate or equal. CN �r or, or near the construction site. � N HARDWARE rojection Screens X � (`s'] 10.1 7 the inclusion of the term 'services" in Article 1.1 .5 shall in no way be construed to require the 02070 SELECTIVE DEMOLITION Architect or Engineers review of Contractor's safety meos:ues, programs, or neons. Folding Partitions X X L„ Doors: Hinges shall be Blum No. 75M5580-125 degree "clip" hinge. 00rogroph 10.2 -- Safety of Persons and Property Demolish in an orderly and careful manner as requires to accommodate new work. Perform Pulls shall be Quality { 810, 2 `1,/2" c.c. Aluminum 0 ADD the following to Subparagraph 10.2.1: Fire Sprinklers X X demolition in accordance with applicable authorities havingjurisdiction.1 Drawer slides shall be Accuride #C;14, 75 pound load capacity. File drawer slides shall be ArcLr7;a. #C417, 100 pound capacity, r- his requirement will apply continuously and not be limited to norma! work nq hours. Plumbing X X Where portions of existing walls are to be removed, patch remaining portion with some existing Pencil drawer slides shc;i De Accuride #C2006. materials so as to create a smooth and continuous surface. Patch and repair existing elements ADD the following storage to subparagraph 10.? 4: Mechanical X X damaged during construction. Patch and repair all demolition performed in excess of that required, of 0 q Adjustable Shelving shall be mounted on K-V 0225 ZC adjustable shelf standards with No. 239 shelf � � When use or st❑rage of hazardous ran approval or equipment w unusual methods are necessary, the no cost to the Owner, supports, or pre-boared 1/4" die. holds at 1-1/4" oc. (or by using the 32mm system). Shelf clip,, shall Contracts shah obtain advance written approval from the Owner. The use of Explosives is not � allowed Electrical X X be K-V No. 346 with screw hole in the cup, , O Remove and cap existing services and utilities to the extent that the new work will cover their MISCELLANEOUS PROVISIONS: location. Work requiring the temporary shutdown of existing and operating mechanical, plumbing PLASTIC (AMINATE TOPS CU N and electrical systems or portions thereof, shall be done only of times agreeable to the Owner with a O minimum of 72 hours advance notice. Take precautions not to cut existing pipe, conduit or duct Base 3/4"thick 45 pound density particleboard with Wilson-Art 0.042" and 0.028" backing sheet of placed wherre e they win rot iZ 1 Storage ❑f mote fats Ind staging areas shall be approvednterfere with the function of the Building.by the Owner in writing and shall be serving the building, but schedule to be relocated, until provisions have been made to bvpass them, phenolic resin, bonded with urea resin cold pressure of 30 psi minimum. contractors?. Deliveries: Arrangements should be mode in All demolition work shall be executed in such a way so as not to interfere with the fUI,,,L10n of the Cove and stick rail: Solid white Fir. J ontracttorsbuilding. Work shall be done with reasonable minimum of noise, dust, traffic, or other forms of Receiving Department will not accept deliveries for cc .dvance for receiving locations. The Building's disturbances. Contractor to obtain routes of ingress and egress from Owner. 9 9 No joints to be made at sink openings or other openings where water is used. All joints must be Traffic: Prior to stent of work, determine the routing of cons ruction vehicles, and obtain Owner's 01400 TESTING AND INSPECTION: splined with 1/4" plywood splines and secured with "rite Joint f'osteners" spaced not more than 8" approval. Remove demolished materials, tools and equipment from building. Leave site in a condition oc. Joints oholl be glued with urea resin glue. Provide bullnusc non-drip edge to counters Nith sinks acceptable to the Owner and Architect; broom clean and mop floors and rertiove loose dust from all or lovs; provide square edge elsewhere. Owner will employ and pay for services of an independent testing laboratory to perform specified other surfaces. 4 Traffic: Roadways must remain unobstructed and accessible to the public, and emergency inspection and testing. INSTALLATION vehicles at all times. 01027 APPLICATION FOR PAYMENT' In the event a test or inspection indicates failure of a material or procedure to meet requirements of 05100 STRUCTURAL STEEL All work shall be performed in a workman-like manner and in accordance with de"Contract Documents, costs for re-testing and re-inspection will be paid by the Owner and back- Graof the W.I.C. "Manual of Millwork". section 26"Custom Submit temized applic❑'cons typed on AIA Document G702, "Application and Certificate for charged to the Contractor. Materiels and workmanship shall conform to the AISC "Specifications for the Design, Fabrication O i I and Erection of Structural Steel for Buildings". Ali welding shall be completed by certified welders, Deliver all materials when project construction is read for installation. i 1 y The General Contractor shall DRAWN SF r Payment, and "Continuation Sheets" G702A, or equiva,ent acceptable to the Architect. List only Additional tests and inspection not herein specified but requested by Owner or Architect, will be paid using the shielded arc process with approved electrodes per AWS 01.1 E70. Exposed wet shall those Change Orders approved by the Architect and Owner, for by the Owner, unless results of such tests and inspections are found to be not in compliance with be round smooth and P P ds s al provide a clean storage area as required ec the W.I.C.WC 'Manual of Millwork , technical bulletin 419R - P g primed. All field welding shall be continuously inspected. Recommended care and storage of architectural millwork . CHECKED SN Contract Documents, in which case the Owner will pay all costs for initial testing as well as retesting 1 01017 PROTECTION OF EXISTING CONDITIONS and re-inspection and back-charge the Contractor. Structural steel plates and shapes shall conform to ASTM A36, Install all casework level, plumb and straight. SET ISSUED' Do Steel tubing shall conform to ASTM A500, Grade "B". rot interfere with use of adjacent areas of the building. Maintain free and safe passage to and INSPECTION BY THE OWNER AND THE ARCHITECT Steel pipe columns shall conform to ASTM A53, Grade "B". " Upper and lower cabinets shall he anchored top and bottom to each backfin stud at 16" oc. with 3" from. Maintain exit requirements. Carry out demolition work to cause as little inconvenience to Bolts, nuts and screws shall conform to ASTM A307, Edition, Grade "A". hex head #14 self-drilling sheet metal screws or equal q MEP 12.00.00 adjacent occupied portions of Building as possible. The Arzhitect the Owner and his representative shall at all times have access for the purpose of Galvanizing shall conform to ASTM A123. inspection to all parts of the work and to the shops wherein the work is in preparation, the Contractor Self-edging tops and filler ends shall be trimmed and hand filed flush, and glue stains removed. CONSULTANTS Prevent movement or settlement of structures. Provide and place bracing or shoring and be shall at all times maintain proper facilities and provide safe access for such inspection. 06100 ROUGH CARPENTRY responsible f❑r safety and support of structure. Assume liability for such movement, settlement, Plastic laminate tops shall be in-tolled straight and level joints must well f PERMIT 12 20.00 damage or injury. Cease operations and notify the Architect immediately, if safety of structure The Architect and the Owner shall have the right to reject materials and workmanship which are All structural framing shall be Douglas Fir-Larch No. 2 U.N.O. 9 1 be a fitted and absolutely Q ;'1� 9 flush and glued with Uro Weldwood, or equal. White glue shall not be used on joints. Self-edging < � appears s until endangered.r lake precautions to properly support structure. Do not resume defective, or to require their correction. Rejected workmanship shall be sa isfactorily corrected and Moisture content of all framing shall not exceed 19 percent. must be set under top laminate. Tops shall be fastened to wood blocks ❑r to chair braces not less ❑per❑tions until safety is restored rejected materials shall be removed from the premises without charge to the Owner. If the than 4 oc., and bock at all ends. CO t S UH Contractor does not correct such rejected work within u reasonable time, fixed by written notice, the All Plywood roof sheathing and grade plywood wall sheathing shall A.P.A. approved Struct. 1 or L Where penetrations through structural elements are required, submit the following: Owner may correct some and charge the expense to the Contractor. C.D. grade with exterior glue. Scribes must be accurate and well fitted. The use of fillers must be kept to a minimum and must be W a location of reinforcing stee' within walls or slabs (using a non-destructive method) " mixed to match the plastic laminate. b. locate existing penetrations adjacent to slab penetrations and for the full width of wolf Should it be considered necessary or advis,ible by the Owner at any time before final acceptance of Where fire retardant-treated wood is indicated, pressure impregnate lumber and plywood with fire- penetrations, the entire work to make on examination of work already completed by removing or tearing out the retardant chemicals to comply with AWPA C20 and CZ7, respectively, far treatment type indicated; CLEAN UP . c. location of concentrated loadingin the adjacent area such as "Fire J f t pipe hangers. etc. same, the Contractor shall on request promptly furnish all necessary facilities, labor and materials. If indentify Flre Retardant-treated wood" with appropriate classification marking of Underwriters such work is found to be defective in any respect due to fault of the Contractor or his subcontractor, Laboratories , Inc., U.S. Testing, Timber Products Inspection, Inc. or other testing and inspection Rem ve II nil Cut through concrete and m,7sonry using a cutting machine such as a carborundum saw or coredrill he shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, 9o a pec marks, ink. marks, glue residue, glue stains, dirt, and dust from casework interiors ry agency acceptable to authorities having jurisdiction. and exteriors. to insure a Heol hole DU N01 CUT REINFORCING unless specifically approved by the structural such work is found to meet the requirements of the Contract, the additional cost of labor and material engineer In writing. Reinforcing steel cut without this written approval shall be rewelded per structural necessarily involved in the examination and replacement shall be allowed the Contractor. Provide Fire retardant-treated wood for which a current code evolution/research report exists that is All work shall be performed in a workmon-like manner and in occorriance with section 6 "Premium PROJECT NO ' engineer s nstructions 2 e um 00643 01 acceptable to authorities having jurisdiction and evidences compliance of fire retardant-treated Grade" of the WIC "Manual of Millwork". REMOVAL OF NON CONFORMING MATERIALS wood for application indicated. ?Provide, erect and maintain barricades, !fighting, and guard rails as required to protect occupants of REPLACEMENT buildings and workers. Erect and maintain dustproof partitions as required b prevent spread of dust, Unless otherwise directed, materials not conforming to the requirements of Contract Documents shall For Interior locations use fire--retardant chemical formulations that produce treated lumber and SHEE ones and smoke to other parts of the building. On completion, remove partitions and repair be promptly removed from the job site. SPECT TIT ; damaged surfaces to match adjacent surfaces. plywood with the following properties under the conditions present after installation: Promptly replace casework damaged beyond satisfactory field repair before its acceptance, with the PE IFICA IONS 01500 TEMPORARY FACILITIES undamaged replacements at no additional cost to the Owner. No reduction takes place in bending strength, stiffness and fastener holding capacity below values By-pass utility services such as pipe or conduit, before cutting, where services ore shown or required pipe D f published by the manufacturer of chemical formulation that are based on tests by a qualified to be removed, relocated or abandoned. Cut-off i e or conduit in walls or partitions to be removed. The Contractor shall of all times, have on the Project Site for use of the Owner, the Archi,^ct. file independent testing laborito of treated wood P 9 ry products satin cal those indicated for this project 07700 ROOF SPECIALTIES s. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture Approved/Permitted set of Construction Documents, Approved Bulletins, Change Orders and under elevated temperature and humidity conditions simulating installed conditions. a or other foreign matter after by-passing and cutting. Submittals. Provide Prefabricated Skylights Systems as manufacturered by "O'Keefe's Inc." or approved equal. t. No other form of degradation occurs due to acid hydrolysis or ether causes related to manufacture Skylights shall be milled aluminum, and curb mounted and sized as indicated. Glazing shall be dual Patch with seams which are durable and as 'nvisible as possible. Restore exposed finishes of Provide temporary electrical power outlets for construction operations, with branch wiring and and treatment, patched areas and where necessary extend f' glazed clear plastic with 30 degree pyramid profile. Install per manufacturers recommendations. Microsoft Portland iniah restcratians into retained adjoining work in distribution boxes as required to facilitate the work of all trades and services connected with the work. manner which w,fl eliminate evidence of patching and refinishing, No corrision of metal fasteners results from their contact with treated wood. Provide Prefabricated Roof Access Hatch Systems as manufacturered tt "O'Keefe's Inc." or approved SHEET NO Provide temporary lighting shall A adequate to carry on work and be in accordance with rules and equal. Roof Access Hatches shall be 20 gouge Galvanized Steel with 12Z high curb with size as Where removal of walls or partitions extends one finished area into another finished area, patch and regulations of OSHA and CALOSHA and all local codes and ordinances. Provide and maintain Products: indicated. Provide insulated outer liner, heavy dot hinges, interior padlock has spring loaded repair floor and wall surfaces In the new space to provide an even surface of uniform color and lighting for construction operations to achieve a minimum Iighting level of 2 watt/sq ft. Maintain Y Y 9 P P 9 operators and continuous weather-seal gasket. Finish shall be factory applied point, color to be selected 12ol ■ 10260 SW Greenburg Rd. SUP 2000.00506 15 of 16 I rr 111111!1 fill Illi IIII Illi IIIIIIIII 1i�111.1 ,Ill IIII�,-� . v'ne N -. ........ .,...- iY(�Mr! .•,..,, -xw�aor,_:. ...,,_ .,,,.a.t. -I I ' I' II jllll1lllll�lllllllllljllllllllll�llll�IIIIIIIII�IIIIIIIII�1111111 VIII I IIII li .. .:::'aI.I.I:I..I.I:�I:I.�jrI�'ILICI'iIsI�Ii"IstIiYII:iI,LIi1I:Ia•I�$IIi�Ijll1ti"Altl�l ?1s IOm "Icr Fill 0 1Jill Ill 111j111111111j111111111jILEGIBILITY STRIP M ! 3 Ia � 13 17 is 19 2 21 22 23 94 26 28 27 28 29 30 i 01 , CD � NOW 70Z lel,tl,tJ. 1 1�;, 1►laJ�l l��.�1, laluiikti � � l r 0 , .. �r,Mm*Mn.,,r„�„f�Mtli,rMl+ll1�!±wllMlMf'1MllNl�flr►r�e' r ... _ -gyp^......,-.,M..... ..._,.....nn ...ti..r.,..,.,.ww.w....�...«n,.,r.." w,,,,.,.w.,.,•w....,r�.w««.,ww....�. w.n«e..,!W.�Fr. _r*t-.«Rm'"!dW11N»►:,MW. 4( . — - r - .r - - - - - - - - ____ - - - - - - - - - . - — - - - - - - - . - - - __ - — - - __,_ _�, - il I I I :,11 I . I , ..' I- . .1, I ., I . , .1 I I. . I I "o, I �, s '. , 6 ;, , 1. I ,,. , 1. I I ■ I ■ I Ifrom standard mpnijpttu►ers Color Chart by architect. Install per manufacturers recommendations. Gypsum Co., or equivalent. Fire-retardant, gypsum board shall be ASTM C 36, Type X, 5/8" thick, would produce rotation of runners, P provide stabilizer bars. Install each hardware item in accordance with the manufacturers instructions and recommendations. "Sheetrock Firecode C" gypsum panels, U.S. Gypsum Co., or equivalent. Moisture resistant tum I 7 T 9YP' C OC 9 SEALAN S Do not install sulfalmount;J items until finishes hove been completed on the substrate. board shall be per ASTM C630 and ULR-1319-84, 5/8' thick, Fire Resistant type, Sheetrock Brand Begin installation after major above-ceiling work is complete. Coordinate the location of hangers i Water-Resistant, Frecode Core - Type X, U.S. Gypsum Co., or equivoient. other work. Ensure the to yes w th Ai openings n the building save ape shot. b' caulked or otherwise sealed, Penetrations through fire Adjust ,ad check each operating item of hardware and each door, to ensure proper operation or gout of hangers and carrying channels or, located to accommodate fittings and units of equipment which are to be placed after the installation of ceiling s.,spension systems. or smoke rated assemblies moll be sea ed with a UL Listed fire stop material. Including; function of every unit. Replace units which cannot be adjusted to operate freely and smoothly. Trim fectures she!! be hot-dip galvanized 0.0217" nominal thickness (26 gouge). Casing bends shall Supply hangers or inserts for Installation to the respective section in P ample time and with clear ----� be channel shaped with concealed w'ng not less than 7/8" wire, and an exposed wing. Corner beads instructiol:s for their correct placement. Provide additional hangers and inserts as required. Openings fort pea attic/cell ng electrical dna mechanical work .n woos, ceilings and floors. 08810 GLASS AND GLAZING shall be angle-shaper' with wings not less than 7/8" wide, one perforated for nailing and joint 7 treatment. A U S T I N Fire Stop Sealant. Class.f;ed: By Limerwriter's Laborcto7. �•,c. Install all fire stop materia's it strict Exterior glazing shall match the existing building. The existin; glass is bronze tinted. All gloss shall Hang independently of walls, columns, ducts, pipes and conduit. Maintain minimum 6" clears ace between were and adjacent member. Where ar In members are spliced, avoid visible P ' assn da ce with the UL Lusted system, the manufacturer s recommendations and the current ICBG be tempered or heat-strengthened per ASTM C1048--85 as required. Accurately cut and fit wallboard around openings in walls or partitions. Do not cut board to jamb and displacement a the longitudinal axis or face plane of adjacent members. ~/ Report hush-up voids or gyps 'o ensure no passage of smoke, gas or lire piece out over head. Dimension from joint over head of on opening to jamb of openings shall be 6 • M j All doors, adjacent sidelights and glass units within 30" above the floor or adjacent walk surfaces inches minimum. Stagger joints on opposite side of partition. Install fasteners so head is just below Center ceiling systems n i Seo to and bottom edges of drywall of sound nsulated walls with non nordenin acoustics sealant g sy to s o room axis leaving equal b ,roar pieces. Confirm lay-au. with plan. p 9 Y g shall be fully tempered. Manufacturer all glass per horizontal roller hearth process, with roll wave wallboard surface withou' breaking surface paper or stripF;ng framing member around fastener. I equal to 'r;mco Acoust ;.a Seolant or L_owery's 10A. distortion parallel with bottom edge of glass. "Tong-Held' method is not acceptable. Where board is applied over studs heavier than 25 gage, use special heat-treated and tempered self- SUSPENSION SYSTEM: R 0 B B I N S For ,nterior nine seol;n other than wet !ocotions, use "icemen Acrylic latex Caulk" or "Sonolac n tapping screws manufactured for this purpose. Space screws in accordance with Table 47-G or 47-H Joint 9 ry Non tempered clear and heat-strengthened bonze gloss: Type 1, ASTM 01036-85 Glazing select of the Uniform Building Cc.tle. wet �Ocatons, use DOW786 or GE-SCS1702. Apply sealants n a color that matches one of the q3, class 1 transporP••t, 1/4" thick. 12 go. (min.) hanger wires may be used for up to and Including 4'-0" x 4'-0" grid spacing along main runners. Splices will not be permitted in any hanver wires. Attach hanger wires to structure by a P A R S H A L L E ndlocent materials, verify selection with arch rest. Connections between ducts, vertical shafts, plenums and ouildino s►ructure shr.11 be seoled air tight connection device capable of currying 100 pounds. Bend han er wires direct) ace Tempered clear and bronze gloss: Type 1, ASTM C1048-85, ASTM 01036-85 Glazing select q3, with specified caulking compound or tape and cement. 9 y ass the bulb of the main runner and tight against the connecticn device at the supporting structure, then wrap the wire ihoroughly aeon Au jw joints to De seed and apply primer where recommended by the sealant class 1 trarsporent, tempering class kind F.T., 1/4" thick. around itself with three tight wraps within 1 i/2 inches. manufacturer. Apply sealant unser pressure with power-actuated hand gun, manually-operated At all designated sound insulated partitions, caulk between wallboard edges and Coors, concrete One Amenia Plaza nand gun, or by other oppropr Ate Tears to thoroughly fill joint t0 the full depth leaving nr vo'ds. Fre Rated glass shall be Square pattern Wire glass conforming to UL listings. walls, and structure above other than rcoustical ;eilings with caulking compound. Form a complete Provide 12 ga. hanger wire ct the ends of al! I�tain and cross runners within " 08100 STEEL FRAMES Knock Down` perimeter seal. Caulk around outlet boxes and other penetrotio,-Is it same manner. within 1/4 of the length 1 8 from the support or 600 West 9roadwa1 ( i Mirrors shall be 1/4" thick float glass, mirror quality with silvered coating. Edges shall be polished g of the end tee, whichever i,, least, for the perimeter of the ceiling actio. End Suite 20r) connections for runners which are designed and detailed to resist the applied horizontal forces may San Diego and finished square, with metal chrome frame. At rated partitions provide fire stop sealant top .and side at ed es of wall board and Gloss 1 ra'ed be used in lieu of the 12 go, )anger wires subject to review and approval.g F?P P 619 23 19 01 3352 Steel Doors and Frames shat comply with Recommended Specifications, Standard Steel Doors and acouet;�At sealant at bottom edge/floor. At non--rated partitions provide acoustical sealant at al. Provide trapeze or other supplementary support members at 11 Fromes " SDI 100, by the Stee Door Institute. Frames shall be Pre-finished Stet' Door Frames, as Use glazing compounds and pre--formed glazing sealants approved for the application and edges. Pp obstructions to main hanger spacing. Provide additional hangers, struts or braces as required at all ce,'�ng breaks, soffits or discontinuous P 619 231 1960 manufactured by "Timely ndustr;es" (213-875-0124) or approved ague!. Frames shall be complete conforming to tits glazing materials porton of the FCMA glazing manual. Set all gloss in a true areas. Hanger wire; that are more than 1 in 6 out of plumb ort to have count r- F619.231 1920 w'tr: plane, tight and straight, with proper clearance, firmly anchored to prevent rattling And looseness. Place metal corner bead at all exterior corners and at edges abutting dissimilar matsriols. All drywall a sloping wires. www avrp.rom Make all gloss edges cleanly cut; da not nip or seam the edges. shall hove all joints and fasteners tilled, sanded smooth, coated with first coat, and mode ready far Ceiling grid members Toy be attached to hat more than 2 adjr,ant walls. Ceiling grid members A. Heat heated clips for casing attachment point. Apply joint bedding cement, tape and at least two coats of finishing cement over all exposed should be at least 1/2 inch free of other walls. If walls run diagonally to ceiling rids stern runrers B Oval alignment slots fa. too 'assertion for frame alignment 09110 METAL FRAMING joints, Os rei ed for sound or fire rated construction. Apply joini cement and two or more layers of one end of main and cross runners should be free and a minimum of 1/2 inch clear f C. pre-actual holes in frame perimeter for fasteners, finishing cement over screwheads, Finish inside corners with joint cement, tape and finishing / o wall. At I Ii _)FSIGN ARRANGFMI'l AND D. 14 go. hinge reinforcement plate with pierced screw holes for min, of 3/16" thread penetration Desig is based on the products of: cement. Joints and attachments PI-all be non-apparent following application or paint or other finishes. At the perimeter of the ceiling PLANS IAWIN TFD OR %NFD B AND ARF Angelus Metol Products - ICBO Report No. 1715-P, P g prep where main or cross runners are not connected to the adjacent THIS DRAWING G ARF R REPR S[AND ARF ep1n wall, provide interconnection between the runners at the free end to prevent lateral spreading. A THF PROPFRTY OF AUSTIN vFL,M ROBB NS E. Corner aligners for casing Western Metal Lofh - ICBO Report No. 2274 Seal raw edges of plumbing openings and of boards that have keen cut to fit with the manufo^tuner's metol strut oro 16 go. wird with o positive mechanical connection to the runner may be used. Where PAHSHALIE AND WIRE CrtEAIEU EVOL ED (. �tondgrd steel casings. recommended sealant, brushed on, the perpendicular distance from tI a wall to the first parallel runner is 12" or less, this interlock is not AND DEVELOPED FOR USE ON AND IN All metal framing and accessories, unless otherwise specifically approved by the Architect shall be required. coNNEcnor+wlTr, tI,E sPEcIF ED f in;sh: Polyester point finish, (Custorn co or to match the interior designers color chip.) factory galvanized steel per AS1M A525, G-60. Unless noted otnerrrise, or required to comply with fire rating Mix and app) finish to gypsum board indicated to receive textured finish in strict accordance with NHOJ 1 NONE Y t Ec ,6,E OF SUCH IDEAS I Plo ed to steel n coils to ensure even coverage and moxlmum flexibility for impart resistance. criteria, studs and runners shall be C-type, roll formed with ARRANGEMENTS OR Plants SLuu L 8r usrn f yp punched webs. Sizes of steel studs shall manufacturers instructions to produce a uniform texture without starved spots or other evidence of PROVIDE BRACING AS FOLLOWS: er OR olsCLo�eo To Al PERSON :'IRK' Provide surplus material for field touch-up of actory finished frames. be as Indicated on plans thin application, and free of application patterns. lextured finish shall be a light orange peel surface. BY OR DISCLOSED TO Al ERSONr RATION PURPQS Provide sets of four 12 ga. splayed bracing wires oriented 90 Lee rees from each other n ANHATsOFVFR wITHOU'r4F WR!TTFN Prepalt frame units to receive mortised and concealer. finish hardware, including cutouts, Grade of Steel; 16 gouge and heavier: ASTM A570, 50,000 psi. 18 gouge and lighter: ASTM A570, When drywall work has Leen completed and just prior to :nstollotion of finish muterials b other compression r g and steel pipe PERMISSION ,c ■ reinforc ng, drilling and tapping n accordance with final Finish Hardware Schedule and templates 33,000 sr. Y p strut at the following spacing: C AUS'INVEUNR( BBIrIy P trades, repair broken, dented, scratched or otherwise damaged portions of drywall surfaces. g P g PARsHA(.F provided by hardware suppliers. Comply with applicable requirements of ANSI A115. In all rooms exceeding 144 square feet or 12'-0" in length on M Powder Actuated Fasteners (shotpins): RAmsat Powder-Actuated `osteners, LG,(j.0. 1639, .14 inch ^9313 CERAMIC TILE g" d or width place sets of bracing wires not more than 12 feet by 12 feet on center. Provide 3 5/8 x 2G ga. steel stud compression struts at all I rare rating shell be as indicated an the drawings, with factory applied metal labels. Install frame in shank diameter minimum 11/4" penetration. bracing wire locations. Attach bracing wires to structure by a connection device capable of carrying strict accordance with NFPA 80. All accessory file shall be in matching size, color, and finish. Color and type shall be as specified on 200 pounds. Bend bracing wire directly across the bulb of the main runner and tight Ary 9 Prior to all work of this s.,cticl carefully inspect the installed wo k of all other trades and verify that all the interior design finish sheet or room finish schedule. Provide 5% overstock of all tile types for connection device at the supporting' g t r tight, the pro,,de 3 silencers on strike jambs of frames at ori non-rated doors. such work is complete to the point where this installation may prc Perly commence. Verify that metal future use by Owner. Store as directed by Owner. apart g structure, then wrap the wire around itself with four tight wraps � framing raspy be installed in strict accordance with the original design and the manufacturer's within 1 1/2 inches. ,,i ':et frames accurately 'n position, plumbed, aligned and braced securely until pr:rmanent anchors are recommendations Do not proceed with installation in areas of discrepancy until all such Stretcher the can be the standal size of the manufacturer. Provide bracing wires at locations not more than 1 2 th sil Fasten to adjacent studs with 1 1/4" Bugle head drywall screws as recommended by the discrepancies have been fully resolved. / e spacings given -`,ove from each perimeter wall and at the edge of vertical ceiling offsets. manufacturer Do not warp or twist frames. Provide surface bullnose trim at All open edges or ends. Unglazed or cut file edges unacceptable. Accurately lay out all partition and wall lines from the dimensions given on the drawings, The slope of these wires should not exceed 45 degrees from the plane of the ceiling and should be U8?OU WGOi) `.)OORS Provide cove baso stretcher tile for all outside corners. taut without causing the ceiling til lift. Splices in bracing wires are not to be ^� � Insta!I all metal framing and accessory items in strict Accordance with applicable codes, the approved g permitted without � 1 3/4' Sold core wood flush doors with finish to match bldg. standard or control sample by approval of building dept. inspector. submAtal, monufp-turer s ICBO repot+. and recommendo►ions. All mortar and grout material shall ba from a single source to ensure compatibility. I0� architect (r�anngany on dark cherry), Faces and edges shall be manufacturc,d in nccordonce with Fasten hanger wires with not less the^ J tight turn,, Fasten brocin wires with 4 tight turns.the forgoing reference standards. Provide fire rating where indicated on the plans. Isolation: Where metal support systems abut building structure horizontally, and where partition work Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that tight turns a within _ 9 g to s. Melee all CJ Y g t a lista Ice of 1 1/2 inches. Hanger or bracing were anchors to the structure should `" abuts overhead structure, isolate the work term structural movement. Install slip or cushion type all such work is complete to the point where this installation may properly commence. Varity that file be installed in such a manner that the direction of the wire cit n Woodwork �nstitute of i:dlifornia "Custom/Premium Architectural Geode" joints to absorb deflections but maintain lateral support.. ,, g S as Closely as possible with the F. � PP may be installed in accordance with the original design, all pertinent codes and regulations and the direction of the forces acting on the wire. reference standards. � 11 Manufacture all rated doors in strict Accordance with the specifications and procedures of the Fixture Support Framing: Install supplementary framing, blocking and bracing where work is Separate all ceilin, hanging n bracing Underw6ters' Laboratories. Inc and/or Warnock Hershey Inc. requirements, for doors as "labeled" or indicated to su ort fixtures, a ui Tent, services, and similar work. P g g g o d b acing wires At least 6 inches from all unbraced ducts, pipes, t:0 M PP equipment, Verify t`rpt grout and setting mortar ore compatible with all sub-senates. conduit, etc. It is acceptable to attach lightweight items, such cs single electrical conduit not N "Rated". Noted doors shall be label with rating as required. labels shall be metal, fastened to the tote to building inspector. 'n C\1 exceeding 3/4" nominal diameter, to hanger wires usir,t connecters ecce hinge stile edge of doors. Metal Studs: Comply with ASTM C 754, except as indicated otherwise. Flanges of studs shall be Properly clean and prepare all substrates for application of tile, membrane, and setting P g ()f P-- laterally braced by the gypsum wall board to prevent rotation. At partitions where gyp. bid, is installed beds...Pre are all the as recommended b manufacturer for specific application, includ;n r O� P Y P et g Pfe- MISCELLANEOUS (D $_ � All doors and panels, unless noted otherwise on drawings or specified otherwise herein, shell be pre- on one side only or where gip. bei. terminates 6" cbove finished ceiling line provide strop bridging at soaking And edge sealing. Install file per specified method. Slip sheet or provide other methods to +- fit to frames and pre- machined for hardware by the manufacturer. Take accurate field 3'-0" centers along unbraced flange of stud. insure that finished the does not crack due to imperfections in the substrate. -3 0 P Attach all light fixtures tp the ceiling grid runners to resist a horizontal force equal to the weight of the .L, rr,easurem�nts o Hardware mortises in metal frames to verify dimensions and alignment before fixtures. C proceeding with machining in factory. Instal; wood doors in cccordance with mdnu`acturer's Metal stud work shall incl' 'e all studs, top and bottom tracks, and other accessories necessary for a Maintain minimum temperature limits and install in accordance with the "Handbook for Ceramic Til C) � Tile nstrucCons Doors shell operate fr-ely, but not loosely, without st;ck'ng Ar binding and without hinge complete installation and . all be standard comm•.rciol products. The work shall be installed plumb Installation" of the Tile Council of America. F. r bound conditions, and with all Hardware property ,djusted and functioning, and true, shall be rigid, al j all members shall de fastened securely together and to the walls, floors, ash or ccessed light fixtures and air terminals or services weighting less than 56 pounds may be U fu supported directly on the runners but, in addition, they must have a minimum of two 12 ga. slack � and other structural suppo ), Lay out the joint pattern such that no tile piece less than 1/2 a tile will be installed. Layout tile safety wires attached to the fixture at diagonai car ^ers and anchored to the structu0re 0 For non- rated doors provide clearances of 1/B" at jambs and heads; 1/8" at meeting stiles far pairs of .tu a above. wainscots to next full the beyond dimensions indicated. Lay out floors, base and wall the pattern in t1 doors; and 1/r. ' from bottom of door to top of decorative floc, fi.nish or covering. Where threshold is All metal stud partitions shall extend from floor slab to structure above unless otherwise detailAd. such a fashion that joints line up aloe the entire perimeter of the room. Extend '! shown or scheduled, provide 1/4" Clearance from bottom of door to top of threshold. 9 P to d tI a around toilet All flush or recessed light fixtures and air terminals or services weighing 56 pounds or more must be , � Bryce studs above finished ceiling as r±gained s0 as not to exceed the Allowable height/span of stud accessorles which overlay tiled and non-tiled portions of work. Ensure that all grout joints have been independently supported by not less than 4 taut 12 go. wires each attached to the fixture and to the CU as designed by the manufacturer. struck smooth and tight. structure above regardless of the type of ceiling grid used. The 4 taut 12 ga. wires including their () CV Co,struct pari install 'ire rated doors in corresponding fire-rated frames in accordance with attachment to the structure Above must be capable of s requirements of NFPA Pamphlet No. 80. Position studs in track by rotatiny into place for friction fit. Space studs at 16 inches on center. Extend tile into recesses and under equipment and fixtures to form a complete cc•-orinn without P supporting 4 times the weight of the unit. Locate studs no more than 2" from partition intersections and corners and secure with N6 screws interruptions. Terminate tiles neatly at obstructions, edges and corners wlth.rut disruption of pattern Support surface mounted light fixtures b at leas Z I 08300 ACCFSS PANELS through both flanges of studs and tracks at floor. Hold top of stud 1/2 below overhead structures or joint alignment. 9 y t two positive crevices which surround the ceiling nested between 16 gauge deep leg trac'c. Provide continuous strap bridging within $" from the top of runner and which are each supported from t`^ structure above by a 12 ga. wire. Spring clips orclamps that connect onl, to the runner are net accemtablb. Provide Provide access panels equal to ,J.L Industries at locntipns as ,e uired to access valves controls est. n de additional supports when light q etre stud on each side of studs (Straps not required when flange of stud is braced by the gypsum. Provide expansion and control joints where shown on the draw�nas. orJ where otherwise fixtures are 8 feet Or longer. Use model W8, t 4go flush panel steel face. size as required, (min, size of 16" square.) painted to board.). Locate track blockir,g at 8 -0" o.c, maximum, at end of wall and corners of wall. Frame recommended by the Handbook for Ceramic Tile Installation" of the Tile Council of Americo. mgtch adjacent surface. Door shall be U.L. 1 1/2 hour "B" label, where instolhTd within o rated openings for new mechanical service penetrations above ceilings. aels installed within toilet rooms shall be soba finished stainless steel. Support pendant mounted light fixtures directly from the structure above with hanger wires or cables ssembly Access panClean all ile per manufacturers recommendations and as necessary to prevent grout stain, passing through each pendant hanger and capable of supporting 4 times the weight Tracks: Bottom tracks cnd top tracks on concrete shall be anchored with .14-inch by 1- 1/4 inch efflorescence, and discoloration. Do not use muriatic acid (.Ompounds. P PP 9 e e ght of the fixture. ' Install in accordance with the manufacturers recommendations. Verify that all products accessed b P Refer to plans for special details necessary for this condition. P y powder actuated fasteners spaced 16" on center and within 3 inches of end. Provide 2" wide x 16 panels are able to be serviced and removed, gauge p p p portion of flutes of metal deck. Attach straps with powder actuated Do not allow traffic tile for a minimum of 7 days after installation. Provide non-staining protective INSTALLATION OF ACOUSTICAL CEILING PANELS fasteners.as ; pas across open nn coverings for all the in traffic area. Provide plywood sheathing at all construction pathways. Remove 08410 STORE FRONT: and replace any products that are :racke,i, scraped, or otherwise damaged after installation and Install per referenced standards and manufacturer's approved recomr,endations. s over 24" shall be 20 gauge and doubled. Provide before acceptance by Owner. header above all openings as detailed on the plans. Metal door frames and other frames in metal Fit acoustic panels in place, free from damaged edges or other defects detrimental ■ All storefronts, window systems and entrance systems components shall be the g gto appearance I y Y P product of a single studs partitions shall be securely braced and anchored to the studs at sides of op^Wings. Cure as �ecamrnended by manufacturers' and referenced standards. Provide damp cure n. all manufacturer, and represent an integrated assembly. Design shrill be based or a system to match installations par monufoctlrrer's recommendations and eel ANSI A108. and function. Install panels level, in uniform plane and free from twist, warp and dents. DRAWN SF the existing components in site, color and finish, Studs adjoining walls or columns shall be fastened near the top and bottom and at least ane CHECKED $N Do not start installation until space is enclosed and weatherprnnf, Ambient temperature and I intermediate point at 5 feet on center. All file shall b. installed to the following adjacent " humidity must be maintained of values near those indicated ,'or final occupancy. Fabricate all framessyinto completed units. Accurately miter and fit all members to hairline joints. r a. Grout joint alignment with Adjacent edge: 1�8 m 10 feet, SET ISSUED Weld or mechanical) fasten aloe entire line of contact on the unex used side. No discc'oration on Contractor shall ascertain and confirm with th,3 Architect all locations where partitions must be fumed b. Row and column alignment: 1/8 In 10 feet deviation. Finish ceiling shall be r face will be permitted after aluminum finishing. . g true to lines/levels and free from warped, sailed or damaged grid or toy-in 9 to accommor.ate piping, panels and other wall elements prior to erection of the metal studs. c. Alignment with adjacent tile: �16" +/- . panels. , d. Level, plane and/or vertical: 1 8" in 10 feet deviation. MEP 2 00.00 firmly anchor all members, using fastening devises of aluminum or non-rnagnet� stainless steel, Install backing and anchorage attached to metal studs or furring for anchoring items of :York indicated concealed where practical. Install all members with adequate provision for settlement, expansion and or specified in other sections. Screw or weld plates and anchors in place as indicated. 09500 ACOUSTICAL CEILINGS 09650 RESILIENT FLOORING CONSULTANTS contraction of all aluminum work and adjacent materials Separate aluminum surfaces in contact with dissimilar metals or with incompotihle mptericls such as concrete, plaster or masonry with alkali- Provide backingfor wall bumpers and wall mounted door stops. Armstrong World Industries Inc. (800) 233-3823 PERMi I,pin 12 2.0 00 resistant bituminous P Materials and workmanship shall conform to ASTM C 635, ASTM C 636, UBC Standard No. 47-18 and ` !�I /� CISCA "Acoustical Ceilings - Use and Practice". Product Characteristics: Vinyl Composition Tile . \`� ' r Align all partition and wall assemblies to a tolerance of 1/8" in 10 feet deviation from line or plumb. Series: Armstrong Classic Conlan '``' 1�; OB X00 HARDWARE Tolercnces are not cumulative. All corners and angles shall be as showy on plans to a tolerance at Grid system: "Donn Ceiling and Suspension Systems" - USG Interiors: Type and Color. A; indicated pas Interior Finish Sheet. ��, 1/8" in 2'-O" deviation from square or angle shown. Gauge: 0.085" I 0 AI WIR t� Locate 'in sh hardware tri accordance with "Recommended Locations for Builders Hardware" Intermediate duty, Non-Rated, UX grid system with DX24 engin tee And FiX416 and UX216 cress tees. Width: 6' wide rolls .--•. publshed by the Notional Builders Hwdwore Association. 09200 CEMENT PLASTER Fire test data:ASTM E 648 critical radiant flux 0.45 wafts cm2 or more - Class 1, w Hanger Wire: Minimum 12 gauge, prestretched galvanized steel wire, complete with all necessary ASTM E 662 NBS Smoke Test - 450 or less / `j NG, OR � Furn gh pIl items of Hardware required to complete the work in Accordance with these specifications Cement Plaster, per UAC Chapter 25, shall be a 3 coat application of o total thickness of 7/8" with adapters, anchors, and ciipa. Refer to plan for grid size and lay-out. at � ,`s and the manufacturers instructions Nems of hardware not specified shall be provided even though color as cn integral part of the finish scot. J _V nedvertertly Omitted from this specification. Items shall be of equal Adhesives: Armstrong Securabond inttollotion system with Armstrong S--200 adhesive at seams and �f �U q quality and type. Panels; Refer to Room Finish Schedule for style, manufacturer and calor �� 5-235 multipurpose adhesive in the field. f r)I f Install Over paper basked self Curring galvanized woven wire lath on walls and over paper backed l Where the exact types of hardware specified ore not adoptable to the finished shape or size oche 3/8" rib galvanized metol lath for eaves, soffits, etc. . per UBC Chapter 25. All other materials, not specifically described but required for A complete and proper installation of Bose: Provide integral flash members requiring hardware, furnish suitable t g as cove base with extended flooring material over cove base (7/8" radius) goes having at nearly as practicable the same suspended acoustical ceiling, shall be as selected by the Contractor subjsct to the approval of the up wall terminating in aluminum cap strip. Cove floor with Brinkman Pro-plastic 150. PROJECT NO 00643 01 operation and quality I. the type specified, subject to Arch tact's approval. Install/design supper} systsms In accordance with the metal lath/steel flaming aming association's Architect. Comers: Shell he "butterfly cut" with tight jo:::is. specifications and include all accessories and ,rim pieces as shown on tl a drawings. L)cksets. Ali lockets and lotchset. chat! be as specified. Strikes shall be 16 gouge curved steel, Transitions: Product rubber edge strips of width shown and of required thickness to protect exposed stainless steel li 2" deep box construction, and have lips of sufficient length to clear trim and Fog cure the scratch coat for 48 hours. Curr; the brown coat for ; minimum of 14 days with 48 hour GENERAL p SHEET TITLE 11 edge of flooring. Total height of transitions and edge trims shell c,mply with Title 2.4, Hand capped I ora ec clothing Locks shah have minimum 3/4-inch throw. fog cure prier to installation of the finish �;oa#. Install acoustical ceiling systems in accordance with UBC Std. 47-18 and ASTM C 636 to produce Accessibility Regulations. Finish shall he selected by Architect. SPECIFICATIONS urface Door Closers: Full rock and pinion type with removable non--fl!rri case and c,,t '-in body. All framing members shall be galvanized. finished ceiling true to lines and levels and free from warped, soiled or damaged grid or toy-in PREPARATION Provide sex bolts and grommet9 at all door_. Place closers inside building, stairs, and rooms. panels. Closers shoo be handed, non-s zed, and adjustable. Provide three 16" X 16" samples 'm the indicated texture and color, for approval prior to installotion of Prior to all work of this section, carefully inspect the installed work of other trades and vert that all the plaster. Tex'ure to match •xistin building. fy Screws: All exposed screws shall be Phillips head. g g Coordinate layout and installation of the acoustical ceiling and suspension system components such work is complete to the point where this instoOntion may commence. Verify that all surfaces to with other constriction that penetrates ceiling or is supported by it, including light fixtures, which resilient flooring material will be attached meet the minimum requirements established by the 09250 GYPSUM POARD HVAC equipment, etc. manufacturer of the resilient flooring materials, including occeptability of concrete curing/hardener Fire Rated Openings: compounds. Verify that the completed installation will he in accordance I i.r , P y P l original design. In Microsoft PortlanJ Except where modified p this specification, install gypsum board in Accordance with the American Install ceiling systems in c manner capable of supporting ail superimposed loads, with moxi^i m Provide hardware far fire-rated openings in compliance with NEPA Pamphlet No. (30. This u the a ant of discrepancy, immediately notify the Architect. Do not process until discrepancy is P' Standard Asp;lotion "Specifications for Gypsum Wallboard Interior Finishes" and U.S. Gypsum P y SHEET NO requirement takes precedence over other requirements for such hardware. Provide only such "Drywall Construction Handbook." YP permissible deflection of 1/360 of span And maximum surface deviation of 1/8 inch in 10 ft (1/960). resolved. Do not support fixtures from or on main runners or cross runners if weight of the fixtu-e causes the hardware which nos been tested and I sted by UL for the type and size of each door required, and total dead load to exceed the deflection capability. In such cases, support fixture 'odds by Temperature Control and Surface Preparation complies with the requirements of the door and door frame labels. Door closers, ball bearing hinges, Provide gyp!;um board, tapered edges, ends s uare cut, in 48" widths and maximum permissible supplementary hangers located at each comer, or support the fixtures independently. Do not install arid seals are itquired whether listed in the Hardware Schedule or not. lengths. Regular gypsum board sholl be 5�8" '.hick, "Sheetrock" regr!or gypsum pcnels, U.S. fixtures so that main runners and cross runners will be eccentrically loadeWherfixture installation For at least 48-hours prior to installation, maintain manufacturers recommended temperature in the - 12m2 10260 SW Greenburg Rd. • IN SUP 2000-00606 " . .._..__..._ .. .. 16 of 18 - r.. .,:,— . .a,u.-+.v-+-. -,�, , r ""IIII1111 81Ij I ".,..+.... ..-,_ ,"...r ewrr..a. C m 2 � 4 .I " •�, �� . 1 Q � t ' ��. , ��.,..,,. ,.,_...,. I I I I I I�I'I �, I.FGIBII iTY STRIP p 6 IfIIlIllll�llll1,'! I' �I�ll nIIII! Intl llliliiijillIlIInllnllll�IlIInlIlulllujulllllullNlIull ;III IiIIIIIIIIIIIiIIIIII I ORm"1 cm 12 13 14 I 17 18 19 2n ?I 22 23 24 ?_5 26 2� 28 99 33 , . . — P . C D I 1. 01 >� NOHI TO LZ I I JL I '�� I � 25 *X 41A�41 .�4aa.4LJ.A.I I 'I'11 I'' ( 1�.t.J.�LILI IIS I I I I,I Ldjhwuz `/ . - -.._.W 1 ..'�'�1"1 ,. .. 1 I �eiillj i—.:• 16LU _ ' Ir .. — ... I. . .'17 . � �AN.. - folll �'r . R - .,- wp__..'Mewm , , _.• .. .-.. F� IM * ^ ., M ► : - .. .. ,. _ . _ . . 01 . . „ . . .. . - -- --I---- - __- -_1A__ - - - - -- , - - - - - — . - - ___ - __ - . - - - I . - - - .— . .I-- - . - .- . - ___ - - _- - - .._4�"v I - t i I: y: Fd 4 i I ■ ■ space in which resilient flooring is to be installed. If no such minimum temperature is specified by the manufacturer, main toin a minimum of 70 degrees F. rill all joints in substrate with filler compound, strictly conforming to the compound manufacturer's CLEANING ,ocomrv,endations. Ach eve a uniformly smooth, sound, and level substrate by sand papering as necesscry. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. Dull Thoroughly clean the substrate by sweeping, damp mopping, (but not "wet mopping"), vacuuming, or surfaces of existing painted materials to assure a uniform bond. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, other means to remove eI! base particles and all dust, dirt, grease, and foreign material.Allow the A. ExtI Systems where Schedule all cleaning and pain,rig so that dust and other contaminants from the cleaningIocess will measurements before sfabricatonure r might delay fitting of o ork,However• allow for adjustments where taking of field substrate to dry tncroughly and prevent all unnecessary traffic across it. not fall on wet, newly pointed surfaces. P Dunn ICI Sherwin Coordinction: Furnish inserts and anchorages which must be built into other work for installation of ze or pr me as recommended by manufacturer of resilient flooring as necessary for proper bond. Type/Sheen Coats Edwards Frazee Dulux Williams Painting shall be done in accordance with the instructions of the selected paint manufacturers toilet compartments and related items. Coordinate delivery with other work io avoid delay. and in corformance with the systems outlined below. Additional coats may be required to A V S T I N Perform sample test prior to installation of flooring. Brush primer over 3 foot square area, one per 1• Cement Plaster and Concrete each 400 s core feet of floor area. If the rimer can be scraped or achieve acceptable color and coverage. q p p peeled from the subfloor, offer u Manufacturer. Subject to compliance with requirements, provide products by one �f the following 24 hour period, the subf poor is unsuitable for installation of Flooring. subfloor shat' be dried further or Acrylic 1st W709 266 2000 Loxon Deliver all materials to the job siie in original, new, rind aria e further steps taken to remove point, oil or curing compounds residue. Tests shall be repeated until Flat 2nd W701 203 2200 A100 manufacturer's name and lbel. g period containers bearing the DELETE COMPARTMENT TYPES NOT REQUIRED. INSERT OR RETAIN ONLY THOSE E MANUFACTURERS BELOW WHOSE PRODUCTS CORRESPOND WITH OTHER tris primer becomes well bonged to the surface. 3rd W701 203 2200 A100 REQUIREMENTS AND WHOSE AVAILABILITY AND S!IIITABILITY FOR APPLICATION 2. Concrete Block: Use all means necessary to protect the materials before, during, and alter installation and to INDICATEL HAVE BEEN VERIFIED. O IN;IALIATIUN protect the work and materials of all other trades. B I � S Smooth 1st W305 262 3010 Loxor, Accurate Partition Corp. Accurately cut five material to fit the room and olpp rejections, and to on tight against the sae walls. Acrylic 2nd & 3rd W701 215 2200 Al 00 Paint all grilles vent, registers, and other prefinished items where the factory prefinish is not in All American Metal Corp. I tris cohesive it strict accordance with thea roved recommendations of the manufacturer, coating the surfaces evenly and not exceeding the recommended working areas. Flooring shall be Flat 2.id & 3rd W701 203 2200 A103 accordance with the point Irig schedule and color selection. Unless otherwise scheduled, all grilles, American Sonitory Port:tion Corp. P A R S H A L L E bonded to su;: Wase surfaces with adhesive Base moll be bonded to wall surfaces with adhesiveframes, and other items shall be painted to match the color of the adjacent surface. Paint visible Metpar Steel P oducts Corp. . . 3. Ferrous Metol surfaces behind vents, or registers grilles flat black. 9 9 Monarch Toilet Partitions, Inc. nstoll the resilient flooringand edge strips in strict accordance with the Sanymetal Prr;ducts Co. g p published recommendations of the manufacturer Install rubber edge strips of edges of resilient flooring where it adjoins flooring 2nd 42-1 DIS. 4328 855 to be plastic laminate. 600 West Broadway 1 st 43-5 661 4160 850Z Paint tops, bottoms, and edges of doors after they are fitted, unless otherwise noted in door section Washroom equipment, Inc. One America Plaza materiol of d different type and elsewhere as indicated on the drawings, anchoring firmly arid snugly Gloss 3rd & 4th ECO 648 4328 B55 Provide materiols which have been `ulected for surface flatness and smoothness. Exposed surfaces Suite 200 oto place Brush and Roller Application: Apply all coats onto the surfaces in an even film. Cloudiness, which exhibit pitting, seam marks, roller marks, stains, discolorations, telegraphingof core material, San Diego Pattern snoi be sa,lore with all joints continuous and parallel to walls, symmetrical about centerlines Note: Touch up 1st coat only if shop primed. spotting, holidays, laps, brush or roller marks, runs, sags, ropiness, and other surface or other imperfections on finished units are not acceptable, c12101 3352 of room, imperfections will not be acceptable. RETAIN FOLLOWING TWO MATERIALS FOR PLASTIC LAMINATE PARTITIONS. SEE California . Semi-Gloss 2nd 42_-1 DIS, 4206 B66 EVALUATIONS. P 619.231 1960 flooring of adjacent I )oms shall be continued through openings and under doors to provide Acrylic 3rd & 4th W901 221 4206 866 Spray Application: Wherever spray application is used, apply each coat to provide the F 619.231 1920 equivalent hiding of brush applied coats. Do not double back with sprov equipment for the Steel Sheets for Baked Enamel Finish: ASTM A 591, Class C. golvonized-bonderized, of following www.avrp.com continuous floor pattern to the satisfaction of the Architect. Transitions between different flooring ouivale materials shall occur at the centerline of doors or at the edge of wall at casea openings. 4. Galvanized Metal purpose of building up film thickness of two coats in one puss. minimum thicknesses: THICKNESSES BELOW ARE "AVERAGE" WITH LISTED MFRS. COORDINATE LISTING IF Note: Sealer shall be approved by wall covering manufacturer. HEAVIER GAGES REQUIRED: All IDFAS DFSIGNARRANUFMF'•iS AND CLEAN UP 1st t CD-43-7 661 4020 B5 WZ30KED 88 1 PLANS INDICATED OH IiEPRFSENTFDR, f quipment, rubbish and debris shun be removed and all finished surfaces thoroughly cleaned, Gloss 2nd & 3rd 42-1 648 4328 09950 VINYL WALL COVERING Pilasters (overhead-braced): 0.0396 inch (20 gage). TF415 DRAWING ARE OWNED BY AND ARF Where recommended by manufacturer apply wax and buff with type of wax, number of coats, and Semi-Gloss 2nd & 3rd 10 628 2406 B54 Panels and Screens: 0.0:196 inch (20 gage). THE PROPERTY OF AUSTIN VEUM ROBB Nb boffin procedures recommended b the fluorin manufacturer. Provide non-stainin traffic path Doors: 0.0336 inch (22. gage). PARSHALLE ANU WERE CHL-AIEU tvOL.vtU g p y g 9 P Environmental Requirements: Remove wall covering from its packaging and allow to acclimatize to AND DEVELOPED FOR USE ON AND IN protection as necessary until all other work is completed. 5. Wood Siding & Rough Trim CONNECTION WITH THE SPECIFIED 9 the area of installation 24 hours prior to application. Wall covering should be installed only when Concealed Anchorage Reinforcement: Minimum 0.108 inch (12 gage), galvanized steel sheet. rrtOJECT NONE OF SUCH IDEAS normal temperature and humidity conditions approximate the some conditions that will exist when ARRANGEMENTS OR PLANS 51iA11 Br USED 09680 CARPE TING Flat 1st W703 203 4700 B22 building is occupied. Area to receive wall covering shall be at a constant temperature of 70 degrees. Concealad Tapping Reinforcement: Minimum 0.0785 inch 14 gage), BY OR CiSCL USED TO ANY PERSON FIRM Any alternates submitted must be current running line. General Contractor will be billed on an nourly Opaque 2nd & 3rd W703 203 4700 B22 This shall be maintained for 72 hours before, duringand 48 hours after completion. ( g g ), galvanized steel sheet. P OR CORPORATION rl ANY PURP05r basis for review Of any and all substitutions Of materials submitted as alternates. Acrylic 2nd & 3rd � WNATSOFVFR WITHOUOU'THF WRITTEN Wall covering types and specifications are included on the interior design finish shoe+ and associated Core Material for Metal Partithickness to provide finished dimension of 1 inch rrinimum for doors, PARSHIII IFtions: Manufacturers standard sound-deadening honeycomb of PERMISSIUN OF AUS'IN VFUN RUBbNb � Contractor to check with local mild representative to verify pattern repeats. 6 Wood Trim-Smooth product manual. impregnated Kraft paper in panels, and screens and 1-1/4 inches minimum for pilaster;. Submit shop drawing-, Fire Hazard Classification: Maximum flame 25 or less, maximum smoke development showing carpet layout and seaming diagrams, cleanly indicating carpet Undercooter 1st W729 372 2000 Y24W20 P P 450 or DELETE BELOW IF NONE IN PROJECT. direction, and types of edge strips. Indicate columns, doorways, enclosing walla/partitions, built-in Semi-Gloss 2REMAINING MATERIALS ARE APPLICABLE TO ALL PARTITION TYPES. DELETE CHOICES 2nd & 3rd W901 124 2406 A100 less. THAT DO NOT APPLY TO PROJECT. cabinets, and locations where cutouts i required in carpet. Show installation details at any special condition,. Carpet types and specifications are included on the interior design finish sheet. Undercoater 1st 42-9 372 2110 Y24W20 Adhesive: Provide manufacturer's recommended odhi ive, produced expressly for use with selected Pilaster Shoes and Caps: ASTM A 167 T Carpet shall not be installed until all seaming diagrams hove been approved by architect. wall covering on substrata as shown or, drawings. Provide material which are mildew•-resistant, P Ype 302/304 stainless steel, not less than 3 inches high, Gloss 2nd & 3rd 42-1 648 4328 A100-AS 0.0396 inch thick (20 gage), finished to match hardware. Warrant Unitary of High Semi-Gloss 2nd & 3rd 10 628 vermin-resistant and non-staining to wall covering, Wheat paste adhesives are not acceptable. Warranty y 9 performance backing :gales o ten year warranty against tuft ling, edge • rovel and delomtnat on. Sealer: Provide manufacturer's recommended P expressly Stirrup Brackets: Manufacturer's stundard design for attaching panels to walls and pilo;ters, either NOTE: Provide XIM Primer on plastic scheduled to be painted. primer and sealer, produced ex ressl for use with chromium-plated nonferrous cast alloy ( Zarrlac ) or anodized aluminum. tical raant flux 0.45/cm2 or more, class 1 specified wall covering and substrate. Refer to Section 09900, Painting. MFRS:ABOVE AND BELOW ARE "STANDARD" FROM LISTED AND AVAILABLL IN CHROMIUM- 1 ire Hazard Classification: Minimum requirements B. Interior Systems PLATED OR STAINLESS STEEL (EXTRA COST) FROM SOME MFRS: REVISE 0 SUIT AS1M k 648 critical Smokdilest 450 or less INSTALLATION PROJECT. ASTM E 662 NSe 1. Gypsum Hoard Do not apply wall covering when the temperature is below 70 de F or as otherwise recommended Hardware and Accessories: Manufacturer's standard asst n, ie,�vy duty operating hardware and dhesive: Water-resistant, non-staining as recommended by carpet manufacturer, which complies Primer 1st W101 061 1030 828W200 by the manufacturer. Acclimatize all wall covering for 24 hours 9n area of installation. ,� � 0 accessories of chrornium-plated, nonferrJus r'ast alloy ( ZamaC ). (Z) with Igmmapility requirements for installed carpet. ,411 adhesives must be a premium low VOC quality Acrylic/Vinyl 2nd & 3rd W401 011 1201 830W200 , � Egg Shell Surfaces shall be free of defects and imperfections that could show through the finished surface. DELETE BELOW IF NO UVERHEAf1-BRACED TOILET PARTITIONS REQUIRED Seaming Cement: Hot-melt seaming adhesive or sim;lar product recommended by carpet 2nd & 3rd W101 022 1403 B28W200 P Satin Semi-Gloss 2nd & 3rd W440 124 1407 B20W200 Repair surface as necessary to remove such defects. Apply primer as recommended by Overhead Bracing: Continuous extruded aluminum, antigrip profile, with clear anodized finish. . monufocturcr, for taping seams and butting cut edges at backing to form securz seams and manufacturer. Z � F 'entinq pile loss at seams. All seams must be sealed. Oil 1st 372 SG45 Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel � M 2nd & 3rd 648 SG45 Apply non-staining sealer recommended by the manufccturer for possible future wallcovering chromium-plated steel, or brass, finished to match hardware, with theft-resistant-type heads and Edge Guard: Total height of edge trim shall comply with Title 74, Handicapped Accessibility removal. � � Huta. For concealed anchors, use hot-dip galvanUJ ized, cadmium-plated, or other rust-resistant Cr Regulations 2. Cement Nlosfer and Concrete ' 1 Moisture content shall not exceed manufacturers criteria. Test using approved moisture meter, protective-coated steel. ` ) � Carpet Edge Guard, Rubber Color as selected by the Architect from standard colors uva,icbte. Flat 1st-Primer W709 266 3210 828W200 Furnish standard doors, p;,nels, screens, and pilasters fabricated for com artment system. Furnish �+ � 2nd °z 3rd W401 011 1201 B30W200 P Y 0 units with clJtouts, drilled holes, and internal reinforcement to receive partition-mounted hardware, Rubber Hove: monpe Rubber Products (800) `J37 -9527 shall be well lighted during wall covering operations. accessories, and grab bars, as indicated. Egg Shell ,st-Primer W70P 266 j210 B28W20U NOTE: COORDINATE BELOW WITH LOCAL REGULATIONS. a) C7 Rubber wall base Shall comply with F5 SS W-40, Type I with matching end stops and preformed or 2nd & 3rd W440 022 1403 B20W200 Install per manufacturer's approved recommendations. Remove all cover plates. Install wallcovering � �� molded COrnP,/ units. to edge of box. Replice plates. Door Dimensions: Unless otherwise indicated, furnish 24-inch--wide in-swinging doors for ordinary Semi-Gloss 1st W709 266 3210 B28W200 toilet stalls and 32-inch-wide (clear opening) out-swinging doors for stallsgequipred for use byry => t1 Style: Top sets straight, as indicated on drawings. 2nd dt 3rd E22-1 124 1407 B34W200 Where resilient base is scheduled, trim wall covering at a point 1/2" below top height of base to handicapped, 0 Cn Thickness. As indicated on drawings permit maximum base adhesion to wall surface. Where indicated, thermally weld wall covering to c� Thickness 1/8" 3. Concrete Masonry Units (CMU) sheet flooring. Com rs All inside and outside corners. All open ends shall be eased "end-stop" style. DELETE BELOW IF NO PLASTIC LAMINATE COMPARTMENTS. r.0Overhead-Braced Compartments: Furnish galvanized steal supports and leveling bolts at pilasters as pC14 Co'or. As indicated on Interior Finish Sheet and Interior Specification Book. Flat 1st-Primer W305 262 3010 B28W200 Completed installation shall sbe neat, clean and firmly adhered to the underlyi Ig surface. Protect recommended by manufacturer to suit floor conditions. Make provisions for setting and securing r 2nd & 3rd W401 011 1403 B30W200 1ge980d 0M Ee44f6o;# c6Tf I`l9e0W%ch room shall be clean and free of dust, dirt and debris. Arens continuous, extruded, aluminum, antigrip, overhead bracing at top of each pilaster. Provide shoe at INSIAI tAl10N each pilaster to conceal supporta and leveling mechanism. Acrylic/Latex 1 st-Primer W305 262 3010 B28W200 Al carpet r nsoti ati must adhere to the most current issue of the "Carpet and Rug Institute" - 2nd & 3rd W440 022 1407 820W200 Floor--Supported Compartments: Furnish galvanized steel anchorage devices comnlete with Standard for Installation of Commercial Textile Floorcoverinq Materials - CRI 104' and be installed by threaded rods, lock washers, and leveling adjustment nuts at pilasters to permit 'ructural n or, approved manufacture installer, P p connection Semi-Gloss 1st-Primer W305 262 3010 B28W200 cc floor. Provide shoe at each pilaster to conceal anchorage. 2nd & 3rd E22-1 124 1407 B34W200 Use panels in exact orae- they are cut from rolls. Apply material with anon-matched battery, with Sequence carpet nq with other work so as to minimize possibility of damage and soiling of carpet alternate panels reversed floor to ceiling for closer color continuity. Apply strips vertically using one WALL--HUNG PARTITIONS ARE AVAILABLE ONLY IN BAKED ENAMEL FINISH, during remainder of construction period. Traffic should be held to minimum during the first 24-48 piece from floor to ceiling. Trim salvage with a straight ode on a cutting tobla. Apply panels and REQUIRE P 9 9 9 9 9 PP Y hours. Other trades should provide or utilize ra90nite or plywood if it i9 necessary to bring in heavy 4. Wood-Opaque butt seams nearly to form an invisible joint. Carefully match pattern. Where indicated provide objects such as furniture thermally welded seams. Primer 1st E22-1 367 3210 D49W200 STRUCTURAL ATTACHMENT Immediately prior to installation of the work of this section, thoroughly clean all substrata and remove OR BUILT-IN SPECIAL FRAMING, AND ARE AVAILABLE FROM k 2nd & 3rd E22-1 328' 1120 834W2 Locate vertical seams at least 4" away from internal and external corners, Trim material neatly at LIMITED MANUFACTURERS. SEE EVALUATIONS. all oil, greuse, point, varnish, hardeners, and other items which would adversely oifect the bond of *Do nut use (n Doors. door frames, -noldinos and other dissimilar surfaces. Remove air bubbles, blisters and wrinkles. Wall-Supported Compartments: Fabricate divider panels of two steel sheets with internal reinforcing adhesive Flat 1st 367 --- Remove excess adhe:iive from each seam before applying next panel. to form unit which is 'V" shaped in plan, approximately 6 inches wide at wall and tapered to approximately 1 inch at pilaster, Furnish complete with anchorages and supporting framework for DRAWN SF Clear away debris and scrape up cementitious deposits from surfaces to receive carpeting; vacuum Gloss 2nd 143 4208 Upon completion of work, remove surplus materials, rubbish and debris resulting from wallcovering installation in other work, Provide anchorage stem with mechanical adjustment f 9 system t or leveling panels. CHECKED SN cl�on imn,ediotely before installation• Check concrete surfaces to ensure no dusting through Latex 3rd 143 4208 installation. Leave work areas in a nea'., clean an orderly condition. Cleqn surface per approved FOLLOWING 1W0 SCREEN TYPES APPLY TO BOTH PLASTIC LAMINATE AND METAL in5lalled carpet; apply sealer where required to prevent dusting, manufacturer's recommendations a( dust, exce�Q adhesive, and other suhstonced. SYSTEMS. i StTISSUED Make an substrata level and free from irreqularit es. Assure one constant floor height after carpet is 5. Wood-Clear/Stained Wall-Hung Screens- Furnish panel units in sizes indicated, of some construction and finish us nstalled, grinding high spots dna filling low spots as required. Wafer Whitt. Non-Yellowing System E2L Series 10520 FIRE EXTINGUISHERS AND CABINETS partition system ponei,. MEP 12 06.00 comply with manufacturers' instructions and recnmmendatiand for seam locations and direction of fain Q-10 685 Firefighting devices described in this section consist of portable fire extinguishers located where Hardware: Furnish all hardware required for each compartment to comply with ANI 1 S. Sealer LQ-101 762 89914 g 9 P p q p p y S A 17.1 enc CONSUL�fAN f.� carpet; maintain uniformity of carpet direction ❑rid lay a1 ;,ire. At doors, center seams under doors; do shown on the Drawings and as required by code. Contractor shall furnish all supplementary items 4DA guidelines far handicapped accessibility? not place seams in traffic direction at doorways. Flat Lacquer 2 Coats LQ--105 760 --- necessary for proper installation using Manufacturer's components. In addition to complying with all PERMITI 122000 Semi-Gloss 2 Coats LO-104 726 89910 pertinent codes and regulations, all firefighting devices shall be approved by FM or Underwriters' Color: One of manufacturer's standard colors in each room, as indicated or, if not indicated, as `" '`I Extend carpel under open- beach ed space. Provide and under removable flanged and furnishings, and Laboratories, Inc., shall be labeled, and shall be approved by the Fire Marshall. selected by Architect. � into alcoves and closets of each space. Provide cut-outs where required, and bind cut edges properly Gloss Lacquer 2 (;cats LG- 103 742 89912 where not concealed by protective edge guards or overlapping flanges. Install carpet edge guard Sealer LQ-101 765 Design is based on g products manufactured b g Company, (612) 571-118' INSTALLATION I ' A S R C� where edge or carpet is exposed; anchor guards to substrcte. Nan-Yellow Lacquer LQ-105 745 Extinguishers: Multi Purpose Dry Chemical MP5, I Nominal F5npoundsicapactyan Natural Stain ZAR/UCL Creative Rating: 2A-l OB:C per U.L Comply with manufacturer's recommended procedures and installation sequence. Install hit sections of carpet into each space prior to application of adhesive. Trim edges and butt cuts with Approval: FM and State Fire Marshall. can pariment units rigid, straight, plumb, and level. Provide clearances of not more than 112 inch / P 0R seaming cement. Apply adhesive uniformly to substrate in accordance with manufacturer's Note: Omit stain when clear finish is required. Use wood filler before sealer where needed to achieve a smooth Cabinet: 2409-5R, semi-recessed. between pilasters and panels, and not ma-e than 1 inch between panels and walls. Secure panels to J instructions. Butt carpet edges tightly together to form seems without gaps. surface. Use tinted filler where stain is used. Door Style: Vertical Duo walls with not less than two stirrupbrackets attached near to and bottom of Finish: Pointed Steel p panel. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. Secure panels to pilasters r Roll entire carpet area lightly to eliminate air pockets and ensure a uniform bond. Remove any 6. Galvanized Metals (Case by Case Basis-Confirm w/ Architect) Dimensions: 24" high x 9 1 2° wide x 3 1 2" dee Qf 9 / / p with not less than two stirrup brackets !orated to align with stirrup brackets at wall. Secure panels in adhesive promptly from face of carpet by methrd which will not damage carpet tote. Pre-Treatment (as needed) Install the firefighting devices where inJicated on the Drawings and in full accordance with all position with manufacturer's cacornmended anchoring devices. DevPrep 88 pertinent regulations and the manufn,:turer's recommendations. MODIFY ABOVE IF WALL-SUIPPORTED PARTITIONS REQUIRED CLEANING AND PROTECTION! Semi-Gloss Primer 1st •QO661 4020 i35GWZ3(1 10155 TOILET COMPARTMENTS PROJECT NO 00643.01 Overhead--Braced Compartments: Secure pilasters to floor and level, plumb, and tighten installation Clean all carpet surfaces prior to final acceptance of the carpeted areas by the Owner. Remove al' 2nd & 3rd E22-12-1 628 4206 B34 debris and carpet scraps. Vacuum carpet using commercial machine with face-beater element This with devices furnished. Secure overhead brace to each pilaster with not less than two fasteners. Remove spots and replace carpet where spots cannot be removed. Remove any protruding face Gloss Primer s Section includes stock, manufactured toilet compartments. Hang doors and adjust so that tops of doors are parallel with overhead brace when doors are in --- SELECT TYPES AND STYLES TO SUIT PROJECT. COORDINATE WITH DRAWINGS IF MORE closed position. SHEET TITLE yarn using sharp scissors. 1St •Q043-7 661 4020 850WZ30 THAN ONE TYPE OR STYLE REQUIRED. 2nd & 3rd E22-1 648 4208 B35W200 ach with anchoring devices as recommended by manufacturer to suit supporting SPECIFICATIONS Provide v heavy non staining proer or plastic walkway as required over carpeting perforated with a Screens: Att r 1/1' round rod approximately 24" o.c. each way to provent mildew, maintaining intact until carpeting Nate: Pint the Second Coot 43-5 for Ferrous Metals Types of toilet compartments include: structure. Set units to provide support and to resist lateral impact. space is accepted by the Owner. AI!ow no storage of tools or equipment on carpet. 7. Sealer for vinyl wallcovering atop gypsurr board 1.?Metal, baked enamel finish. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in-swinging 09900 PAINTING 2.?Floor•-anchored, overhead-braced. doors to hold oxen approximately 30 degrees from ulosed position when unlatched. Set hinges on 1 Coot 88-1 36'0' 895 3.?Wall-hung, out-swinging door: (and entrance swing doors) to return to fully closed position. Refer to the "Finish Schedule' for floor, wall and ceiling finishes, furnish and apply the Note: Sealer shall be approved by wall covering manufacturer. DELETE BELOW IF NO CEILING-HUNG OR FLOOR-AND-CEILING SUPPORTED SYSTEMS, Clean exposed surfacer of partition systems using materials and mefhods recommended by Microsoft Portland scheduled paints .n accordance with the followings COORDINATE WITH DRAWING DETAILS. manufactur;;r, aria provide prnteaian as necessary to prevent damage during remainder of SHEET N0. Prior to all surface preparation an i painting operations, completely Task, remove, or otherwise adequately protect all hardware, a:cessorles, machined surfaces, plctes, lighting fixtures, and similar construction p•;riod. items in cintact with painted sur aces but not scheduled to receive paint. Spot prime all exposed nails and other metals which are to be pointed with emulsion paints, using a primer recomr'iended by the manufacturer of the coating system, prepare exist nc surfaces for painting by sanding and filling to provide o smooth level surface ready 12m3 for Delimit, 10260 SW Greenhurg Rd. I BUP 200u-00506 17 of 16 IIIIIIII 1111 1111 1111 1111 till 1111 11 1111 '"" "'.awwAy ^"°'w ".u'r "' '"" ""' o� i Y STRI P C 1 2LEGIBILI l iii l filIoj I I I IIi IIIIIIII I i Otill j lilI t iI 1"2liu�lul I ll �""71,�IIIIIIIIIjllll1l7llI cm TO II 21 �II2II�21111�y2�3II2 4 �IIII IIII�IIII Illljllll IIIIIIIII IIII�uII IIII�III - 2�5 2�8 2�7 2�8 2�9 3�0 1 CD MORI IN or 17 , -,��ll,11.1111�1j1,�J.�1�.1111.�.lLli.�.11Ll�l �►J.�:�1,�11,1.U1t1l:.11t�;11�.Li ' L o., : n `' ,.- .. L'.•.. ,., .. - :, ,: .. !I Iry Illio 11111111111111111110 '�4'M ! . fie. ROOM,J IgNiWWAN" III .. .. �- - -.._.. -..._..::. -,_...,... .>;;^`1',fiiMrlleR?dtf�'!.+.•..«.,.",mflx'!fuer?-}e.'a++W.w..m..,,q+,. Mr s t- • ■ The work shall include system design labor, materials, equipment and services necessary for the 10260 PROTECTIVE WALL GUARDS completE fire sprinkler system, including new alarm riser assembly connection to the existing building sprinkler system. The Tenant Improvement (and the entire building if required by the Building Official.) Design is based on products manufactured by: Construction Specialties, Inc. shall be protected with a Hydraulically calculated wet pipe automatic fire sprinkler system. Work includes, but is not necessarily limited to, the furr'-h;ng and installation of protective wall All materials and equipment shall be used in the installation of the fire protection system snail be listed covering oppl,ed over gypsum tiocra as shown on drawings and as described below. Contractor shop and approved by the Underwriters' Laboratories or Notionally recognized equal. Provide all electrical furnish supplementa; items necessary for a complete ane: ;,roper installation using manufacturer's requirements for the sprinkler system including conduit, wiring and connection to the fire alarm system. components. Subm-t manufacturer's product dato and installation recommendations. Provide sample snow,ny 15400 PLUMBING A V S T I N complete color selection available and representative finish. Use only persons skilled ;n installation of ithese products, and who are totally forr&'or with the manufacturer's requirements and job conditions. All plumbing work shall conform to the latest adopted addition of the Uniform Plumbing Code and any other adopted plumbing code. V E V M I Wal! Guard: Acrovyn Fiber Backed Vinyl/Acrylic Alloy; Thickness: 022 inch. Fire Hazard Classification: Per ASTM E--84, flame spread 10-15, Smoke developed lb-20. The work shall include system design, labor, materials, equipment and services necessary for the Pattern and Colon To match existing. complete system and as required to obtain the permit to construct. R O B B I N S Comer Guard Acrovyn Vinyl/Acrylic surtoce mounted carver guards, Model: SM-'20, Fre Hazard Provide hot and cold water at all sinks. Insulate all exposed hot water and waste lines under sinks. Classification. Per ASTM E-84, flame spread 10-15, smoke developed 15--20. Furnish and install shut-off valves and shock stops for hot and cola water at each fixture. provide drain Required Accessories: Continuous 'etairer wall anchors, and caps if required. clean-outs as required. Outain approval from the Architect for each clean-out location prior to P A R S H ALL E ;'ie 42" Set bottom of guard equo, to top of scheduled base board installation. All exposed hot and cold water piping shall be chrome plated. Install dielectric union at all Color To match existing connections between copper and steel Diping. Coordinate condensate drains with the HVAC - — installation. Accurately cut the moter;ol to fit walls with all projections. Apply the odnesive in strict accordance One America Plaza with the approvea recommendations of the manufacturer, coating the surfaces evenly and not 15500 HVAC 60J West 9ro4Jway Suite 200 exceedingn�rn the recoended wont ng areas. All mechanical work shall conform to the latest adopted addition of the Un'form mechanical Code and San Diego Instal the protective wall guard in strict accordance with the published recommendations of the any other adopted mechanical or energy codes. mane octurer. Install corner and wall guards, top Caps and divider bons with manufacturer's California 92101 3352 adhesive f aster retainers to steel studs or backing tracks in wall, with sheet metal screws, toggle or The work shall include system design, labor, materials, equipment and services necessary for the P 619 231 1960 mol;y bolts not acceptable. complete system and as required to obtu!n the permit to construct. F 619.231 1920 Commencement of installation shall be construed as on acceptance of surface conditions. Inspect all Design of system shall be based upon occupied space conditions of 75 degrees FDB and 50% RH with www avrp cam materials for defects. Do not install any materials imperfect in any way. Install al' panels per each an outside condition of 92 d.rgrees FDB and 69 degrees FWB when meeting code occupancy with 10 manufacturer's recommendations and as necessary for a complete job. Install on wall using full (;FM O.S.A./person minimum for ventilation, 1.5 watts/SF lighting and 4 watts/SF for plug In power load. length sheets to maximum extent possible, with no intermediate horizontal joints, Joints at interior or Design and calculations shall not under any conditions exceed 450 SF/ton. Return air shall be ducted. AI I rnFAs DESIGN ARRANGFMfNTS AND exterior corners at wall guard not allowed, provide Joints located 6" from corner and evenly spaced Pt ANS INDICATED Oft 4EPRF5FNTFD Bs THIS DRAWING ARE OWNED BY AND ARF along wall or surface. Pipe and duct design velocities shall be within standard design practice and shall be such to preclude THE PROPERI V OF AUSTIN VEI,M ROBN,NS objectionable noise or vibration transmission. All systems shall be energy efficient, easily muintained NARSHALLE ANU WERE CNIItU EVOLVED install specified termination cup at all crash roils and cornor guards. Miter all corners in crash rails and installed in a workmanship manner. AND DEVELOPED FOR USE ON.AND IN wPROJECT NONE OF SUCH IDEAS ith pre mdnulactured comer pCONNECTION WI1H rHE SPECIF,ED crash rails,Install crarails, Corner guards, top caps, divider bars, etc. with appropriate anchorage device to effectively secure guard to wall. Provide design calculations and temperature control per California Code of Regulations Title 24. ARRANGEMENTS OF PIANS H SHABFUSFii BY OR DISCI OSED TC ANY PFRSOPi FIRM 0615 Df MOUNTAEiI E WALL. SYSf I M`.. 16000 ELECTRICAL OR CORPORATION rOR ANS"PURPO5F 1VHATSOFVFR WITHOUT THF 1VRTTFN � ■ Provide demountable wall systems equal to "Ultra Wall Partition Systems" as monurocturered U.S. The buildings electrical system will be executed ono "Design-Build"' basis. Each system shall be based PERMISSION OF AUS`IN VFUV RUBBINS Gypsum Interiors, Inc an indicated. Partitions shall be bevel edge type, 3 3/8" thick, to ceiling height n the existing building provisions and the following performance criteria: All *Design-Build' shall be ■ PARSHAI i F Provide intirgral door and window systems as indicated to match existing. Provide integral rubber wall approved by the Regulatory agencies and a Building Permit issued prior to start of work. base and vinyl covered trim as required. Install per manufacturer requirements Sound Transmission requirements: 42 SXProvide design calculations and lighting control per California Code of Regulations Title 24. Finish: Class A Vinyl Wollcovering Provide a complete electrical system with outlets, switches, lights empty conduits etc. as shown on the Calor : to be selected from standard manufacturers col,)r chart by architect. drawings. All trim shall be white. 110650 OPERABI f. PARTITIONS Provide electrical room lay-out, panel schedules and one-line diagrams as required. Coordinate panel locations with the Architect prior to installatior All panels shall be recessed flush into the wall. Provide operable partitions systems as manufacturered by Modernfold Inc. or approved equal. Coordinate power requirements for the HVAC, plumbir g and sprin;,ier systems. Provide Modernfold spacesetter 200 series floor supported model #202/252 Install per manufacturer requirements. Provide structural backing as required. C� Closure Method:?Single Panel Hinged Closure o Sound Transmission requirements: 40 STC Panel Finish: Reinforced Vinyl with woven backing not Ins,than 15 ounces per lineal yard. W 1 Class A Vinyl Wollcovering a, Color To be selected from standard manufactl,rers color chart by architect. 10810 TOILET ACCESSORIES Z iocf) rr7 CN my intlud ts, but is not necessarily limited to furnishing c.nd installing, toilet accessories and �CTS T_7 CV � components as shown on drawings and specifications. Cortractor shall furnish all supplementary items necessary for proper installation using manufacturer's components. r , L � v = Design is basad on products manufactured by Bobrick Washroom Equipment, Inc . (918) -/64--1000 O Z � cir!r to drawings for manufacturer model no reference for each specific_ unit Install ocressories at Z C� � locations and heights indicated or required, level and plumb. Installation mettods shall be ;n U accordance with manufacturer's recommendations. All exposed fasteners to be tamperproof. Finish of exposed fasteners to matchitems secured Conceal evidence of drilling, cutting cnd fitting on adjacent /�� 0 fini4► ish ies. Fit flanges of accessories snug to wall surfaces. Provide for sealant in yups between return , V OCL Panc-s and finwall surface after accessories are Installed. f V CD (V � 0 Mf CIiANICAI .-- The buildings utility system will be executed on a "Design-Build" basis. Loch system shall be based on Z the existing building provisions and the following performance criteria: All "Design-Build" shall be approved by the Regulatory r,gencies and a Building Permit issued prior to start of work. 15300 FIRE PROTECTION Furnish and install a complete fire 9pr1nkler system in accordance with the National Fire Protection Association (NIOA 13) and the General Requlrements of the Uniform Building Code Standard 38.1, the specific requirements of the State and local Fire Prevention Bureau, and the Owners Insurance underwriter. I DRAWN SF I CHECKED SN SET ISSUFD MEP 12 06 00 CONSUI.TANTS PE .�� 12 20 00 CO c� • • p R1LA ;OR of PROJECT NO 00643,01 SHEET TITLE SPECIFICATIONS I I I Microsoft Po (land SHEET NO 12m4 10260 SW Greenburg Rd. SUP 2000-00506 ■ 1e of 1e C nt f I i iI I , , . I l l l l i;f I I I I IIII ....... ..""`I I I" LEGIBILITYi I' 'rl " -... ..w•rwwr.•.r+ -�- � n- i I B s II nI Inlllln IIu111n�uI ►..., ( I I�..I L•..I;,�..I �i I .I::i, �I I Ipool STRIP II IIII IIII I -!tl IIII ,III IIII IIII I III till IIII 1111 IIII IIII II Ills IIII !Ill IIII IIII I'll illi til! IIII IIII 1111 rOIwnI.!cm 10 I I 12 13 14 i I® 17 le 19 20 21 22 23 24 25 26 27 28 29 30 25Xi Z i I ' Oil q' t HON! Hyl OL CDI.�.I�11.11 (ll�l�«ll�l�l �1�111�1�1 (J.11111LLW1 1J1W1U1d" Q JLum I,IT, IIII oz , I „ REiii a M •,; - ................ twhT"N�:f'h•!�MYry,t,M(, .. - ... l#V+NMYVM�M.wM�+'. 1,....r•nw•M7 ��AMY��•�w A�M�MM!!Mr 1