HomeMy WebLinkAbout10146032.pdffri-rANDICAP REQUIREMENTS GENERAL NOTES DRAWING INDEX CRAIG MCINTOSH
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SHEET DRAWING 1048 IRVINE BLVD: #191
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THESE PLANS ARE THE PROPERTY OF CRAIG MCINTOSH, ARCHITECT, AND ARE NOT TO BE USED SANITARY FACILITIES THE ARCHITECT WILL BE THE INTERPRETER OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND THE JUDGE OF THE PERFORMANCE NEWPORT BEACH, CALIFORNIA
92660
FOR ANY PROJECT OTHER THAN THE LOCATION SHOWN HEREON. THEREUNDER BY BOTH THE OWNER AND THE CONTRACTOR. TS TITLE SHEET
NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE 6.1 WHEN LOCATED ON ACCESSIBLE FLOORS, SANITARY FACILITIES SHALL BE 7 1 4 _ 3 9 6 _ 2 3 7 9
ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON. THE ARCHITECT'S DECISIONS IN MATTERS RELATING TO THE ARTISTIC EFFECT WILL BE FINAL IF CONSISTENT WITH THE INTENT OF THE CONTRACT SP SITE PLAN c
MADE ACCESSIBLE. TO THE PHYSICALLY HANDICAPPED. DOCUMENTS. $�'� �
SITE ACCESSIBILITY Al. I FLOOR PLANS ssi*o�
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6.2 DOORWAYS SHALL HAVE MINIMUM 32 CLEAR WIDTH. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AS REQUIRED BY THE CURRENT EDITION OF THE C.B.C., LOCAL CODES AND
1.1 SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE AUTHORITIES. A1, 2 TENANT IMPROVEMENT FLOOR PLANS
6.3 ON DOORWAYS LEADING TO SANITARY FACILITIES, THE SYMBOLS TO BE V-1411,NO.C24591 c
ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND --FLOOR EXITS, THE CONTRACTOR SHALL VERIFY ALL DIMENTIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPENCY APPEAR IN THE REFLECTIVE CEILING PI,E.N Exp.
PROVIDED ARE A 12 EQUILATERAL TRIANGLE FOR MEN, AND 12 DIA. SPECIFICATIONS OF THE DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE THE CONTRACT DOCUMENTS THAT EFFECT ANY WORK, NOTIFY THE A®3
AND ACCESS TO NORMAL PATH OF TRAVEL, AND WHERE NECESSARY , ,r %I <
ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH WORK KNOWING THERE IS AN ERROR, AD I ARCHITECTUAL DETAILS
CIRCLE FOR WOMEN, BOTH ARE TO BE 1 4" THICK, CENTERED ON THE '
/ INCONSITENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT THE INSTRUCTIONS FROM THE ARCHITECT THE CONTRACTOR SHALL MAKE GOOD �G hereby
TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, expressly r man law copyright
and other property d hte in these piana
ANY RESULTING DAMAGE OD DEFFECT TO THE SATISFACTION OF THE ARCHITECT. These plane are nat �a be reproduaae, copied r
ETC. WHEN MORE THAN ONE BUILDING OR FACILITY !S LOCATED DOOR, AT 60" ABOVE THE FLOOR, AND CONTRASTING IN COLOR. A02 �YTE�TI, DETAILS changed in any form o< manner whataaever,
nor are they io be assigned to any third pwithoua G
CONTRACTOR SMALL COORDINATE COLORS WITH ARCHITECT BEFORE p"Is first obtaining the expressed written
ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECRDNCE, UNLESS .A WRITTEN pennisstan and consent of �
DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES THE CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. O NG i CINTOSH , ARCHITECT
BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. THE INSTALLATION. THE CONTRACTOR SHALL CONFINE OPPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE #N ACCORDANCE 0ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL RMA
6.4 AT MULTIPLE ACCOMMODAT#ON TOILETS, PROVIDE A 28" CLEAR SPACE WITH THE APPUCABLE LAWS, LOCAL ORDINANCES PERMITS AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL A HERE T E PROJECT O
m D Q THE RULES AND
DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, BETWEEN THE WATER CLOSET AND THE NEXT FIXTURE OR 32" BETWEEN
REGULATIONS OF THE LANDLORD'S CONTRACTOR.
ACCESSIBLE SITE FACILITIES AND THE ACCESSIBLE ENTRANCE TO THE WATER CLOSET AND THE WALL. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY c
ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB --CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK SHALL L4
THE SITE. 6.5 WATER CLOSET COMPARTMENT DOOR TO PROVIDE 32" CLEAR WIDTH FOR REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. PROPERTY SIZE . 78 ACRES, OR 33,888 SQ. FT.
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1.2 AT EVERY PRIMARY PUBLIC ENTRANCE AND AT MAJOR JUNCTION ALONG END ENTRY AND 34" CLEAR WIDTH FOR SIDE ENTRY. DOOR TO BE SELF-- ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE � FLOOD P ZONEC
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OR LEADING TO AN ACCESSIBLE. ROUTE OF TRAVEL, THERE SHALL BE CLOSING AND SWING OUT. TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.
THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT- UTILITIES WATER SANTA ANA
A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 6.6 AT SINGLE ACCOMMODATION TOILETS, THE WATER CLOSET SHALL BE LOCATED
TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY ELECTRICITY SANTA ANA ,
28" FROM A FIXTURE OR 32" FROM A WALL. PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE GAS EDISON
PARKING SIGNAGE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH URROUNDING SIMILAR SURFACES. TELEPHONE PACIFIC BELL
6.7 THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVES FOR WATER -CLOSETS
2.1 A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EA. ENTRANCE NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN - x
TO OFF --STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND
OR URINALS SHALL BE 5 LBS MAX. APPROVED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND SAMPLES. ZONING CS --COMMERCIAL
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VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS 6.8 GRAB BARS SHALL BE 1 1 /4" TO 1 1 /2" IN DIA. WITH A 1 1 /2" DIMENSIONS; GROSS BUILDING 21,870 SQ. FT. c
ALL DIMENSIONS HAVE PREFERENCE OVER SCALE SQUARE FOOTAGE
THAN 17"X22" IN SIZE WITH LETTERING NO LESS THAN 1" IN HEIGHT, CLEARANCE TO THE WALL. ALL DIMENSIONS ARE TO FRAMING UNLESS NOTED OTHERWISE.
6.9 GRAB BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO CEILING HEIGHT FINISH DIMENSIONS ARE FROM FINISH FLOOR SLAB, TO FACE OF FINISH CEILING MATERIALNUNLESS NOTED OTHERWISE. ENTIBLE AREA 5,807 SQ. FT. FIRST FLOOR PLAN W
WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: 5,807 SQ. FT. SECOND FLOOR PLAN N
WITHSTAND 250 LBS/FT IN BENDING, SHEER AND TENSION. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING (NON-COMBUSTABLE WHERE REQUIRED BY CODE.) 5,807 SQ. FT. THIRD FLOOR PLAN
"UNAUTHORIZED VEHICLES PARKING IN DESIGNATED ACCESSIBLE 6.10 WHERE URINALS ARE PROVIDED, THE RIM OF AT LEAST ONE SHALL PROJECT FOR LIGHT FIXTURES, ELECTRICAL UNITS, HN.A.C. EQUIPMENT AND ALL OTHER ITEMS WHEREVER REQUIRED. FOOTAGE
SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE " ;> OFFICE SQUARE 1,503 SQ. FT TENANT IMPROVEMENT SQ. FOOTAGE
14 FROM THE WALL AND BE LOCATED 17 MAX. ABOVE THE FLOOR. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL
PLATES ISSUED FOR PERSONS WITH [?}SAB#CITIES MAY BE TOWED SURFACE OF THE WALL WIDTH AND LENGTH WHERE FURRING OCCURS. ~
6.11 AT LAVATORIES, PROVIDE 30"X48" CLEAR FLOOR SPACE FOR FORWARD- ARCHITECT
AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE TO CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH a
APPROACH. SAID CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE ARCHITECT PRIOR TO INSTALATION, OWNER r�
BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT CRAIG MCINTOSH, ARCHITECT CALIFORNIA WESTERN PROPERTIES,LLC �4
( SPACE UNDER THE LAVATORY. 1048 IRVINE AVE #191 321 N. RAMPART STREET, SUITE 210
AT 714 245-8665. CVC 22658a." !
6.12 HOT WATER AND GRAIN PIPES UNDER LAVATORY SHALL BE INSULATED. NEWPORT BEACH, CA 92660 ORANGE, CA 92660 714 396 2379 (714) 939 7560 �
BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION 6.13 FAUCET CONTROLS AND OPERATING MECHANISMS (OPERABLE WITH ONE
AS A PERMANENT PART OF THE SIGN. HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING,
FIRE DEPARY'5MENIm NOTES
►-�
LEGAL D
2.2 EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DIS- OR TWISTING OF THE WRIST AND SHALL NOT REQUIRE AN OPERATING s;..._ _ . 7l _;w.,..� �,: `e::. _ :. ��11 c
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ABILITIES SHALL BE IDENTIFIED BY A REFLECTORiZED SIGN PERMANENTLY FORCE EXCEEDING 5 LBS. °.,
SANTA ANA FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE. _ ° > c
6.14 SELF --CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. ern iS � fl ; ;' ; � , Lid i � , E'er .
POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR
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�s LOCATIONS AND CLASSIFICATIONS OF FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIAbc.%kfowen��, E ; ,a a � f V _ } . W . _..-.6.15 THE BOTTOM EDGE OF THE MIRROR SHALL BE LOCATED 40 MAX. ABOVE_ r <
SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR W/OCCUPANT FIRE CODE REGULATIONS. THE STORAGE AND THE USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY .n
FLOOR. MATERIALS BEING STORED OR USED ON -SITE. A SEPERATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS - :q rh,d�G
IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE MATERIALS. # .�. �.tl;µ
SMALLER THAN 70 SQ. INCHES IN AREA AND, WHEN IN A PATH OF 6.16 TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12" FROM THE
BUILDINGS AND TENANT IMPROVEMENTS NOT APPROVED FOR HIGH -PILED STOCK MATERIALS IN CLOSELY PACKS PILES OR ONPALLETS,
" FRONT EDGE OF THE TOILET SEAT. { D OR IN
TRAVEL SHALL BE POSTED A MINIMUM HEIGHT OF 80 FROM THE RACKS WHERE THE TOP OF THE STORAGE EXCEEDS 12 FEET IN HEIGHT AND 6 FEET FOR GROUP A PLASTICS AND OTHER HIGH HAZARD _. 4 w -�- 4
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COMMODITIES.) NIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE ATHORITY PRIOR TO THE MATERIALS BEING STORED ON THE SITE. A - ;' ., .
. 7 OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES TOWELS :.
BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. SIGN MAY 6 1 E G E (TOWELS,
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SEPERATE PLAN SUBMITTAL IS REQUIRED FOR HIGH PILED STORAGE IN ACCORDANCE WITH THE CALIFORNIA FIRE A ter. F
CODE, ARTICLE 81.
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THIS PROJECT WILL NOT CONTAIN HIGH -PILED STORAGE. � � � � � t ;
ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARK-- WASTE COIN SLOTS ETC. SHALL BE WITHIN 4O OF THE FLOOR AND SHALL, a ,:> .r. � bar s
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IN SPACE AT A MIN. HEIGHT OF 36" FROM THE PARKING SPACE FINISH NOT REQUIRE AN OPERATING FORCE EXCEEDING 5 LBS. ALL WEATHER FIRE ACCESS ROADS SHALL BE APPROVED BY THE OCFA AND IN PLACE BEFORE ANY COMBASTABLE MATERIALS ARE PLACED ON.aa,
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THE SITE. ACCESS ROADS- SHALL REMAIN CLEAR OF OBSTRUCTIONS. ° .-_ .-.. ; g P, ,
GRADE GROUND OR SIDEWALK. SPACES COMPLYING WITH SEC
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DRINKING FOUNTAINS ACCESS GATES SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE SECTION 902 AND OCFA GUIDEUNES. A SEPERATE PLAN SUBMITTAL �4 �..� _ _ , ., .. b ,t
3107A(b)2 SHALL HAVE AN ADDITIONAL SIGN STATING "VAN ACCESSIBLE" _q Y
AND APPROVAL BY SANTA ANA FIRE DEPARTMENT IS REQUIRED.
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7.1 THE ALCOVE IN WHICH THE DRINKING FOUNTAIN IS LOCATED SHALL NOT . ,�����.�„�� ..._,..,� � .r . _�.�� „_�... ,, �.,.�_.sANTA cLARA AVE
MOUNTED BELOW THE SYMBOL OF ACCESSIBLILTY. NO GATES ARE PRESENT AT THIS EXISTING OFFICE BUILDING.
" " PROXCT SITE
BE LESS THAN 32 WIDE AND 18 DEEP.
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ENT NCE DOORS, VESTIBULES AND CORRIDORS "
PLANS OF NEW OR MODIFICATIONS OF EXISTING FIRE PROTEC11ON, ALARM OR MONITORING SYSTEMS SHALL BE APPROVED BY THE FIRE ATHORITYww -
7.2 WHERE DRINKING FOUNTAINS ARE PROVIDED ONE SHALL BE A MIN. OF 18 PRIOR TO INSTALLATION. A SEPERATE PLAN SUBMITTAL AND APPROVAL BY SANTA ANA FIRE ATHORITY IS REQUIRED PRIOR TO THE . .,z '- o
' COMMENCEMENT OF WORK. Q
3.1, ALL REQUIRED- EXIT DOORS SHALL HAVE A CLEAR OPENING WIDTH OF
IN DEPTH AND THERE SHALL BE CLEAR AND UNOBSTRUCTED KNEE SPACE �� ` Y�,�,ti� � , f', , ..,:+ ,^� . zQ . t✓ �,eM� s
A LETTER OF INTENDED USE OF A STRUCTURE MAY BE REQUIRED BY THE FIRE ATHORITY. _ Ifs ism, _
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32" NTH THE DOOR IN THE 90 DEGREE POSITION. UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" IN HEIGHT AND 8" IN =1 a
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di `n 4.> R a..,e. ..,�waw.+. ax•nz a., , w. .:. x.. +a- a»(..y .,...u, mswessm � NI } `�
DEPTH.
WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE PLANS AND V 17 `►H STREET C
3.2 THRESHOLDS SHALL BE NO HIGHER THAN 1 2" ABOVE THE F ' " = E � 6 'i� / LOOR DOCUMENTATION FOR THE FIRE DEPARTMENT ACCESS, HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE MARKINGS SHALL BE SUBMITTED TO'� `=
AND APPROVED BY THE SANTA ANA FIRE ATHORITY PRIOR TO THE APPROVAL OF THE ARCHITECTURAL PLANS. A SANTA ANA APPROVED SITE ����`���'� `�j'°� `° .v, REVISION BY ,ATE
EDGES TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2 IF 7.3 THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY .
PLAN SHALL BE SUBMITTED WITH THE ARCHITECTURAL PLANS.-"-
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OPERATED BY A HANDICAP PERSON, SUCH AS A HAND --OPERATED LEVER
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GREATER THAN 1 /4" FIRE SPRINKLERS ARE N.I.C.-TO BE PART OF TENANT IMPROVEMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARING OF THE t r�i � a t ations � a. c
air
TYPE CONTROL LOCATED WITHIN 6" OF THE FRONT OF FOUNTAIN, A PUSH DRAWINGS AND OBTAINING PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF THE
3.3 DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED SANNTA ANA FIRE AUTHORITY, AND THE UPC. PLANS FOR THE SPRINKLER SYSTEM ARE TO BE SUBMITTED TO AND APPROVED BY THE SANTA
BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN, ETC. THE „<
30" TO 44" ABOVE THE FLOOR AND TO BE OPERABLE WITH A MAXIMUM ANA FIRE AUTHORITY PRIOR TO INSTALLATION. THIS PROJECT DOES NOT CONTAIN A FIRE SPRINKLER SYSTEM.
BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 OF THE FRONT OF STORAGE, DISPENCING OR USE OF ANY FLAMMABLE AND COMBUSTABLE LIQUIDS, FLAMMABLE AND COMPRESSED AND OTHER HAZARDOUS +�
EFFORT OF 5 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. MATERIALS SHALL COMPLY WITH THE UFC REQUIREMENTS. ey'9.rtr. DRAWN -BY:
DOORS._.. a.. r... _ Tx m ...r
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STAIRWAYS FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN ADEVANCE BY CALLING (714 647--5700R E V IS 3j 10 N IND EX CURRENT SCRIPT FILE:
SET DATE
3.4 THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH PLANE SURFACE, 8.1 TREADS SHALL HAVE SMOOTH, ROUNDED EXPOSED EDGES AND BE SLIP PROVIDE SUITE NUMBERS (3) THREE INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM OUTSIDE THE SUITE. c
BY DATE REVISION DESCRIPTION
(NO RECESS OR TRAP) EXCEPT AT AUTOMATIC OR SLIDING DOORS. RESISTANT. PROVIDE '2A 1OBC MIN. RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS.
8.2 THE UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS TRAVEL DISTANCE IS 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. �'.L� 9129104 submittal 3.5 THERE SHALL BE A CLEAR AREA ON EACH SIDE OF THE DOOR 60" %9/®4
" SHALL BE MARKED WITH A CONTRASTING STRIP 2" IN WIDTH. CONTRACTOR FIRE SPRINKLER SYSTEMS PER N.F.PA. STANDARD 13 SHALL BE PROVIDED.
DEEP IN THE DIRECTION OF DOOR SWING AND 44 DEEP IN THE Cm 1113104 re --submittal 9129104
SHALL COORDINATE COLOR WITH ARCHITECT BEFORE INSTALLATION. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE
OPPOSITE DIRECTION OF THE DOOR SWING. SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. 1213010 Y'e--subi221 t�a�
8.3 HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRWAY. HANDRAILS 9/�9/04
3.6 WIDTH OF CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL '� A SIGN THAT READS THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WITH A MIN. OF ONE (1) INCH LETTERS SHALL BE PROVIDED
EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PAST SHALL BE LOCATED 34 ABOVE THE NOSING, EXTENDING 12 BEYOND THE ADJACENT TO EXIT DOORS..;
TOP R1,SER_AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING "EXIT" �`�77
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STRIKE JAMB FOR INTERIOR DOORS. ... tt - EXIT SIGNS SHALL BE IN BLOCK LETTERS, A MIN. OF SIX (6) INCHES HIGH WITH A STROKE OF NOT L THAN ". LUMANANCE OF FACE OF
AND RETURN TO THE NEWEL OR WALL. HANDRAILS SHALL BE 1 1 /2" SIGN SHALL BE 50 LUX , r I <
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3.7 THE SPACE BETWEEN TWO CONSECUTIVE DOORS VESTIBULE SHALL
CLEAR OF THE WALL. " " J.`; w , . , a
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EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND E M SEPERA CIR 1 • 0 TH ABO CIRCUITS SHALL BE PART OF M,.., *..
PROVIDE A MINIMUM OF 48" CLEAR DEPTH BETWEEN THE OPEN DOOR " .
THE EMERGENCY LIGHTING SYSTEM.
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AND A SECOND CLOSED DOOR. DOORS IN A SERIES AT A VESTIBULE . ,.
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EXIST SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH R S C.B.C. AN C
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-HALL SWING IN THE SAME DIRECTION, OR AWAY FROM THE SPACE
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BETWEEN THEM. ��BUILDING •
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BUILDING CODE:
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JOB NUMBER:
4.1 FLOORS OF A GIVEN STORY SHALL BE OF A COMMON LEVEL THROUGH-- �, �, L ���� �� -.-"FrSUBM. DATE:
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T OU OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS , ,a-.�.,.� ..
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,PASSENGER v.., 7 � L � .� �. � SHEET
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Q TYPE OF CONSTRUCTION: TYPE V--1 HOUR RATED, NON--SPRINKLERED
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ELEVATORS, OR SPECIAL ACCESS LIFTS. tt.. ,- z
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t_ NUMBER OF STORIES: 3-STORY
OF
12/29/2004 12:37:15 PM
THESE
PLANS ARE THE PROPERTY OF CRAIG MCINTOSH, ARCHITECT, AND ARE NOT TO BE USED
SANITARY
NI ARY FACILITIES ACIL TIES
FOR ANY PROJECT OTHER THAN THE LOCATION SHOWN HEREON.
NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE
6.1
WHEN LOCATED ON ACCESSIBLE FLOORS, SANITARY FACILITIES SHALL BE
ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON.
MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED.
SiTE ACCESSIBILITY
6.2
DOORWAYS SHALL HAVE MINIMUM 32" CLEAR WIDTH.
1.1
SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE
ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND --FLOOR EXITS,
6,3
ON DOORWAYS LEADING TO SANITARY FACILITIES, THE SYMBOLS TO BE
AND ACCESS TO NORMAL PATH OF TRAVEL, AND WHERE NECESSARY
4
PROVIDED ARE A 12"EQUILATERAL TRIANGLE FOR MEN, AND 12"DIA.
TO PR
PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS,
CIRCLE FOR WOMEN BOTH ARE TO BE 1 4 THICK CENTERED ON THE
f / 9
ETC. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED
DOOR, AT 60" ABOVE THE FLOOR, AND CONTRASTING IN COLOR.
ON A SiTE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED
CONTRACTOR SHALL COORDINATE COLORS WITH ARCHITECT BEFORE
BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. THE
ATi ON.
INSTALLATION.
ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOSTP
PRACTICAL
6.4
Se ✓
AT M ULTIPLE ACCOMMODATION TOILETS,
N 0 LETS, PROVIDE A 28 CLEAR SPACE
DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES,
BETWEEN THE WATER CLOSET AND THE NEXT FIXTURE OR 32" BETWEEN
ACCESSIBLE SITE FACILITIES AND THE ACCESSIBLE ENTRANCE TO
THE WATER CLOSET AND THE WALL.
THE SITE,
6.5
WATER CLOSET COMPARTMENT DOOR TO PROVIDE 32" CLEAR WIDTH FOR
1.2
AT EVERY PRIMARY PUBLIC ENTRANCE AND AT MAJOR JUNCTION ALONG
ff
END ENTRY AND 34 CLEAR WIDTH FOR SIDE ENTRY. DOOR TO BE SELF -
OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE
CLOSING AND SWING OUT.
A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.
6.6
AT SINGLE ACCOMMODATION TOILETS, THE WATER CLOSET SHALL BE LOCATED
PARKING SIGNAGE
28" FROM A FIXTURE OR 32" FROM A WALL.
2..1
A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EA. ENTRANCE
6.7
THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVES FOR WATER CLOSETS
TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND
OR URINALS SHALL BE 5 LBS MAX.
VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS
6<8
GRAB BARS SHALL BE 1 1 /4" TO 1 1 /2" IN DIA> WITH A 1 1 /2"
THAN 17"X22" IN SIZE WiTH LETTERING NO LESS THAN 1" IN HEIGHT,
CLEARANCE TO THE WALL.
WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING®
6.9
GRAB BAR FASTENERS
RS AND MOUNTING SUPPORT SHALL BE ABLE TO
WITHSTAND 250 LBS/FT iN BENDING, SHEER AND TENSION.
"UNAUTHORIZED VEHICLES PARKING IN DESIGNATED ACCESSIBLE
6.10
WHERE URINALS ARE PROVIDED, THE RIM OF AT LEAST ONE SHALL PROJECT
SPACES -NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE
" ►f
14 FROM THE WALL AND BE LOCATED 17 MAX. ABOVE THE FLOOR.
PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED
AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED
6.11
AT LAVATORIES, PROVIDE 30"X48" CLEAR FLOOR SPACE FOR FORWARD
BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT
APPROACH, SAID CLEAR FLOOR SPACE MAY INCLUDE KNEE AND TOE
AT (714) 245-8665. CVC 226.58a."
SPACE UNDER THE LAVATORY.
6.12
HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED.
BLANK SPACES ARE TO BE FILLED IN WiTH APPROPRIATE 1 F N ORMATION
6.13
FAUCET CONTROLS AND OPERATING MECHANISMS (OPERABLE WITH ONE
AS A PERMANENT PART OF THE -SIGN.
HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING,
2.2
EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DIS--
OR TWISTING OF THE WRIST AND SHALL NOT REQUIRE AN OPERATING
ABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY
FORCE EXCEEDING 5 LBS.
POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR
6.14
SELF --CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS.
SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR W/OCCUPANT
6.15
99
THE BOTTOM EDGE OF THE MIRROR SHALL BE LOCATED 40 MAX. ABOVE
IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE
FLOOR.
SMALLER THAN 70 SQ. INCHES IN AREA AND, WHEN IN A PATH OF
6.16
TOILET TISSUE DISPENSERS SHALL BE MOUNTED WITHIN 12" FROM THE
TRAVEL, SHALL BE POSTED A MINIMUM HEIGHT OF 80" FROM THE
FRONT EDGE OF THE TOILET SEAT.
BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. SIGN MAY
6.17
OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS,
ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARK-
WASTE, COIN SLOTS, ETC.) SHALL BE WITHIN 40" OF THE FLOOR AND SHALL
IN SPACE AT A MIN._ HEIGHT OF 36" FROM THE PARKING SPACE FINISH
NOT REQUIRE AN OPERATING FORCE EXCEEDING 5 LBS.
GRADE, GROUND OR SIDEWALK. SPACES COMPLYING WITH SECTION
3107A(b)2 SHALL HAVE AN ADDITIONAL SIGN STATING " VAN ACCESSIBLE"
DRINKING FOUNTAINS
MOUNTED BELOW THE SYMBOL OF ACCESSIBLILTY.
7.1
THE ALCOVE IN WHICH THE DRINKING FOUNTAIN IS LOCATED SHALL NOT
BE LESS THAN 32" WIDE AND 18" DEEP.
ENTRANCE DOORS, VESTIBULES AND CORRIDORS
7.2
WHERE DRINKING FOUNTAINS ARE PROVIDED, ONE SHALL BE A MIN. OF 18"
3.1
ALL REQUIRED EXIT DOORS SHALL HAVE A CLEAR OPENING WIDTH OF
IN DEPTH AND THERE SHALL BE CLEAR AND UNOBSTRUCTED KNEE SPACE
32" WITH THE DOOR IN THE 90 DEGREE POSITION"
UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" IN HEIGHT AND 8" iN
3.2
THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR,
DEPTH.
EDGES TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 iN 2 iF
7.3
THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY
GREATER THAN 1/4"
OPERATED BY A HANDICAP PERSON, SUCH AS A HAND -OPERATED LEVER
TYPE CONTROL LOCATED WITHIN 6" OF THE FRONT OF FOUNTAIN, A PUSH
3.3
DOOR HARDWARE
D ARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED
30" TO 44" ABOVE THE FLOOR AND TO BE OPERABLE WITH A MAXIMUM
BAR CONTROL ALONG THE FRONT OF THE DRINKING FOUNTAIN, ETC. THE
BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6" OF THE FRONT OF
EFFORT OF 5 LBS- FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR
THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR®
DOORS.
STAIRWAYS
3.4
9f
T 0 HE LOWER 10 OF THE DOOR SHALLBE OF SMOOTH PL
ANE LANE SURFACE,
8.1
-TREADS SHALL HAVE SMOOTH, ROUNDED EXPOSED EDGES AND BE SLIP
(NO RECESS OR TRAP) EXCEPT AT AUTOMATIC OR SLIDING DOORS.
A RESIST NT.
3.5
THERE SHALL BE A CLEAR AREA ON EACH SIDE OF THE DOOR 60" .a'.. ; x x.. a.. s " 8.2
THE UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS
" _
DEEP IN THE DIRECTION OF DOOR SWING AND 44 DEEP IN THE �.:���-�..� �_�--� ��.� x a-F.:,. z,-� ,�� �i� =b
� . �-�.. �x��.u-�.,�..�x�..�
SHALL BE MARKED WITH A CONTRASTING STRIP 2" IN WIDTH. CONTRACTOR
�..
OPPOSITE DIRECTION . , . �.
P POST 0 OF THE 0 � ., rr D OR SWING. . r.
.., .... �...:�..:�.�„�..r�F.:,�
HALL COORDINATE COLOR WITH ARCHITECT RINSTALLATION.
TE R C TECT BE BEFORE
F
3.6
wRFHANDRAILS
WIDTH OF CLEAR AREA ON �� ` " THE SWING SIDE OF THE DOOR SHALL
>
ARE REQUIRED ON EACH SIDE OF THE STAi �.m ILS
' ��'.,
EXTEND 24" PAST STRIKE JAMB FOR EXTERIOR DOORS AND 18" PA` T' ' '
_-SHALL
SHALL BE LOCATED 34" ABOVE THE NOSING, EXTENDiN 12" BEY ND HE
3, 1. �rt r. �OP
STRIKE JAMB FOR INTERIOR DOORS. �� . » . .�
rK...,...
RISER AND 12" PLUS THE TREAD WIDTH BEYOND
.. :,.
AND RETURN TO THE NEWEL OR WALL. HANDRAILS SH _ LOSE FC#
3.7
THE SPACE BETWEEN TWO CONSECUTIVE DOORS (VESTIBULE) SHALL
s
� y
CLEAR OF THE WALL. � � ST. TY
PROVIDE A MINIMUM OF 48 CLEAR DEPTH BETWEEN THE OPEN DOOR""_"C
DE DIT11
AND A SECOND CLOSED DOOR. DOORS IN A SERIES AT A VESTIBULE '
..
a
SHALL SWING IN THE SAME DIRECTION, OR AWAY FROM THE SPACE
BE EN TH r ;:
T1+VE EM
n x. E a , � 'E
FLOORS
a .., .... _ I
e
. -.. r..,.';, f . S
4..: -,.
S"'k,m✓3ri-':^x ..cs4.F'.s..a: &,.cr '�.=.:;:sss.LC
4.1
FLOORS OF A GIVEN STORY SHALL BE OF A COMMON LEVEL THROUGH
u. v.:.�'L'!a' "u"«§i;=:'9vw^-'ai,.,a...,,...,
>t �, r furtea-,, �.. c�i.�
OUT OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS PASSENGER ��-t�.n r:� ����ry��'-�����°�� -
ELEVATORS, OR SPECIAL ACCESS LIFTS.
..
`x-
Y
40"ENERAL NOTES
I-ar ARCHITECT WILL BE THE INTERPRETEROF i
THEREUNDER BY BOTH THE OWNER AND THE CONTRACTOR.
THE ARCHITECTS DECISIONS IN, MATTERS RELATING TO THE ARTIS11C EFFECT WILL BE FINAL IF CONSISTENT NTH THE INTENT OF THE CONTRACT
11i
ALL CONSTRUCTION AND MATERIALS SHALL BE _
CURRENT EDITION OF THE C.B.C., LOCAL CODES AND
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DRAWING
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TITLE SHEET
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FLOOR PLANS
�,.TENANT
IMPROVEMENT FLOOR
REFLECTIVE CEILING PLAN
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ARCHITECTUAL DETAILS
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ARCHITECTUAL DETAILS11.
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PROJECT I.L I
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PROPERTY SIZE 78 ACRES, OR 33j888 SQ. FT.
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FLOOD! N
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UTILITIES WATER SANTA ANA
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TELEPHONE PACIFIC BELL
OR. l
ZONING
GROSS'BUILDING 21 s870 SQ.
SQUARE FOOTAGE
RENTIBLE AREA is :. FIRST
5s8O7 SQ. FT. SECOND FLOOR PN N
5s8O7 SQ. FT. THIRD FLOOR
FOOTAGE - SQ. TENANT IMPROVEMENT-SQ. #
OFFICE SQUARE O
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ARCHITECT
OWNER I
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CALIFORNIA
NEWPORT BEACH, i92660• •
• • 7560
9s 2379
`IPTION
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rREVISION DESCRIPTION
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9129104
BUILDING DEPT. �, ,
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Ir
L r OFr NON-SPRINKLERED
r*, r r RATED,
CONSTRUCTION:
NUMBER r OF
CRAIG IT
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1048 IRVINE BLVD, #191 Li
NEWPORT BEACH, CALIFORNIA
92660
71 4-396-2.379
S��1Q�yA - Li
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Alone a"re not �o be reproduces, copied
in an form or manner whatsoever.
e 4hey to be assigned to ony third pa G
' first obtatatnq the expreesad written
ston and consent of Li
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DRAWN BY:
FILE NAME:
SCRIPT FILE:
a
JOB NUMBER:
1
10
(E) SIDEWALK
PROPERTY LINE
elevator electric inc
oho
a�
SEE DETAIL 2/AD1 FOR
litSPACEHANDICAP PARKING
REQUIREMENT.
EXISTING PARKING STALL �
13 Qg 56 AYOUT
t i
0)
51
PROVIDE HANDICAP 7� f1l
SIGN PARKING SIGN PER I)
NOTE 2.1 SHEET TS.
4 4
PROPERTY iINB
•—- -- -- 121
SITE PLAN
SCALE: 1 /16"=1'--O"
M
2.
3.
Me
EXISTING 74 PARKING
t SPACES PROVIDED.
ONE VAN ACCESABLE SPACE REQUIRED AND PROVIDED, SEE DETAIL
SURFACE SLOPES OF ACCESABLE PARKING SPACES SHALL BE A
MINIMUM POSSIBLE SHALL EXCEED 1 UNIT VERTICAL
UNITS HORIZONTAL (MSLOPE) IN ANY DIRECTION. CBC SECTION
.,
PARKING SPACE
aA RESERVED
s, FOR
PERSONS
i i PHYSICAL
DISABILITIES SHALL BE IDENTIFIED BY REFLECTORIZED SIGN
PERMENENTLY
POSTED
IMMEDIATELY
c ADJACENT
,l TO
AND
VISIBLE FROM
PROFILEEACH STALL OR SPACE, CONSISTING OF A OF
BACKGROUND.WHEELCHAIR WITH AN, OCCUPANT IN WHITE ON DARK BLUE
BE
AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL, A A
MIN. HEIGHT OF 80 INCHES FROM THE BOTTOM
OF THE SIGN TO THE
iAi SPACE
A FINISHED GRADE AND
SHALL i i O i r
i , * A
i
PARKED VEHICLE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT
THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 36
FROM
PARKING
A SPACE GRADE, GROUND OR
SPACES COMPLYING SECTION * /
, ITEM 2 SHALL
HAVE AN ADDITIONAL D
BELOW THE SYMBOL OF
VERIFY OR PROVIDE SIGNAGE THAT MEETS THE ABOVE REQUIREMENT,
AND,. THE SIGNAGE REQUIREMENT ON THE TS SHEET, PARKING SIGNAGE
SECTION A
SCALE: 1/8"=1'-0"
SECTION
B
SCALE: 1/8 ))=1 $-Ofl
rI0N-KEYN0rP"00
EC
I
1. EXISTING ACCOUSTIC CEILING PER DEAAIL 6/AD1
2. CEILING HEIGHT PARTITIONS; " DRYWALL OVER WOOD
2X4 STUDS @ 16" O.C. CEILING HEIGHT IS 8'--0" HIGH.
3. EXISTING DEMISING WALL; FULL HEIGHT TO
STRUCTURE ABOVE, NON RATED AND INSULATED WITH
ONE LAYER DRYWALL EACH SIDE.
4. EXISTING " PLYWOOD SUB FLOOR OVER EXISTING
2X FLOOR JOISTS Q 16" O.C..
5. EXISTING 2X ROOF RAFTERS AT 16" O.C.
1
EXISTING PLAIN SLICE STAINED, WHITE OAK DOOR --ONE HOUR
RATED;
BRONZE ALUMN.. FRAME, WITH SCHLAGE "L" SERIES LOCK SET
WITH
LEVER HANDLE. 3' WIDE X 7' HIGH D OR
OSURE
HARDWARE, AND SMOKE SEAL; VERIF c2CV61x
nit
2.
PLAIN SLICE STAINED OAK DOOR (TO MATCH EXISTING) WITH
WITH
SCHLAGE "D" SPARTA SERIES LOCKSET, LEVER HANDLE. 3'
WIDE X 7'
HIGH.
3.
PLAIN SLICE STAI-NED OAK DOOR TO MATCH EXISTING WITH WITH
SCHLAGE LEVER HANDLE 3' WIDE X 7' HIGH.
4.
EXISTING 3070 TEMPERED STORE FRONT GLASS DOOR WITH APPROVED
PANIC HARDWARE. VERIFY EXISTING.
EXIT SIGN REQ'ru-rIREMENTS
EXIT SIGN, HARD WIRED WITH BATTERY BACKUP, VERIFY OR PROVIDE.
PER DETAIL 16/AD1. EXIT SIGN SHALL BE BLOCK LETTERS, A MIN. OF
6" HIGH LETTERS WITH A STROKE OF NOT LESS THAN " WIDE AND
HAVING LETTERS NOT LESS THAN 2" WIDE. LUMINANCE OF FACE
SHALL NOT BE LESS THAN 50 LUX. ALL EXIT SIGNS SHALL BE LIT AT
ALL TIMES. TO ENSURE ILLUMINATION FOR A DURATION OF NOT LESS
THAN 1.5 HOURS IN CASE OF POWER LOSS, THE EXIT SIGNS SHALL
ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER SOURCE
PROVIDED BY STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON SITE
GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED PER THE
LATEST ELECTRICAL CODE.
ABBREVIATIONS
A.B.
ANCHOR BOLT
MISC.
MISCELLANEOUS
ALUM./A.L
ALUMINUM
M.O,
MA'ON.RY OPENING
ACOUS.
ACOUSTICAL
M:IN.
MINIMUM
A.C.
ASPHALT CONCRETE
MULL.
(MULLION
A.C.orA/C
AIR CONDITIONING
A.D.
ACCESS DOOR
(N)
NEW
A.F.F.
ABOVE FINISH FLOOR
NO.
NUMBER
N.T.S.
: NO.T TO SCALE
BD -or BIRD.
BOARD
N.I.C.
NOT IN CONTRACT
BLDG.
BUILDING
BLK.
BLOCK
O.C.
'ON. ;CENTER
BLKG.
BLOCKING
O.D.
OUTSIDE =DIAMETER
BM;
BEAD
O.H.
OPPOSITE HAND
B.N.
BOUNDARY NAILING-
OPN'G.
OPENING
BC?1'.
BOTTOM
O.D.
.
OVERFLOW DRAIN
C.B.
26
CARRIAGE BOLT
CENTER TO CENTER
P.A.
PL.AS.
PLANTING AREA
PLASTER`
GEM.
CERAMIC
CEMENT
P;L,;F,
� PER LINEAR FOOT
CLG. _
CEILING
PLYWDe
P,J.
PLYWOOD
POUR JOINT
Ca
CLEAR
PR,
PAIRPROD.
C.M.U.
CONCRETE MASONRY UNIT
PROJECTION
COL.
COLUMN
COMPO.
COMPOSITION
CONC.
CONCRETE
QeT.
QUARRY TILE
CONN'.
CONNECTION
CONSTR.
CONSTRUCTION'R.
RISER
CON`T.
CORR..
CONTINUOUS.
CORRIDOR
R.or.RAD.
RADIUS `
CSK.
COUNTERSINK
R.C.P<
REFLECTED CEILING PLAN
C.J.
CONTROL JOINT
R;p,
ROOF DRAIN
CAST IRON
REF. .
REFERENCE
C;L.
CENTER LINE
REINF.
REINFORCE
REQ. D.
REQUIRED
DBL.
DO.i3BL"E
RE$.
RESILIENT
DET.
DETAIL
.RM.
ROOM .
D1.
DOUGLAS FIR
Roo.
REDW'D.
ROIiG.H.:01'ENING
REDWOOD
DQF.
DRINKI:N.G FOUNTAIN
DIA.
DIAMETER
DRAG.
DIN.
DIAGONAL
DIMENSION
SECT.
SECTION
DIR.
DIRECTION
SHT,
SIM.
SHEET
SIMILAR
D.O.
DR..
DOOR OPENING
DOOR
SNU.L.
SIMULATED
D.S.
DOWN SPOUT
SPECS.
SoF,
SPECII:ICATIONS
SQUARE :FEET
DWG.&DRWG.
DRAWING
S.S.orS/S
STAINLESS : STEEL
EA.
EACH
S.S.
SERVICE : SINK
E.N:
EDGE NAILING
STA.
STD,
STATION
STANDARD
ELEC.
ELECTRICAL
ELEVAEL.
ELEVATION
EQ.
EQUAL
STL.
STEEL
EQUIP.
EQUIPMENT
SO.
SQUARE
EXIST.or{.E)
EXISTING
STRUCT.
STRUCTURAL
E.J.
EXPANSION JOINT
SUSP.
SUSPENDED
EXP.
EXPOSED
SYMO
SYMMETRICAL
EX. T.
EXTERIOR
FLG.
FLANGE
T.orTR.
T:D.C.
TREAD
TRAFFIC DECK COVERING
F:H.C.
FIRE HOSE CABINET
To
TONGUE &. GROOVE
I k
FINISH
T, OR TEMP.
TEMPERED
F.N.
FIELD. NAILING
THK.
THICK
FLR.
FLOOR
T:O.C.
TOP OF CONCRETEbrCURB
F.O.
FINISHED OPENING
T.O.M.
TOP OF MASONRY
F.O.C.
FACE OF CONCRETE
T.O.S.
TOP, OF STEEL
F.O:F.
FACE OF FINISH
T`(P.
TYPICAL
F.O.S.
FOUND.
FACE. OF STUD
_OUNDATION
TO.
T.O. -SH.
TOP OF ' WALL ,
TOP OF SHEATHING
F.R.P.
FIBER REINF. PLASTIC
T.O. COR.
TOP OF CORNICE
F.D.,
FLOOR DRAIN
F.S.
FLOOR SINK
U:N:O.
UNLESS .NOTED OTHERWISE.
F.S.D.
FULL SIZE DETAIL
:FTG.
F001ING
V.T.
VI . .
NYL TILE
GA:
GAUGE
V.C.T.
VINYL COMPOSITION TILE
GL.
GLASS
VERT.
VERTICAL
GALV.
GALVANIZE
GR.
GRADE
W/
.WITH:
GYP. BD.
GYPSUM BOARD
W.C.
WATER CLOSET
WD.
WOOD
HDW D.
HARDWOOD
W.I.
WROUGHT IRON
HORIZ.
HORIZONTAL
W.
WATER. LEVEL.
R.S.B.
HIGH STRENGTH BOLT
W.F.
WIDE FLANGE
W:F'.
WORKING. POINT
W.P.
WATERPROOFING
I.D.
INSIDE DIAMETER
W.PL.
WEAKENEO' .PLANE
INSUL.
INSULATION
INT.
INTERIOR
CRAIG MCINTOSH
1048 IRVINE BLVD. #191
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NEWPORT BEACH, CALIFORNIA.
92660
714-396-23 9
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CRAIG MCI NTf H . AR HiiE ensbv
ahangetl in orty Corm or manner V�hetsoevar,
nor are they fo be assigned to any thud part
without first ohtatninq the expressed wrftten
permteeton and camerrt of
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CRAIG MCINTOSH , ARCHITECT
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7
REFURBISH EXISTING STAIRS. NEW
PAINT, EXTEND EXISTING HANDRAIDS
PER DETAILS. VERIFY THE EXISTENCE
OF OR SUPPLY EMERGENCY BATTERY
BACKUP LIGHTING. VERIFY OR
PROVIDE GLUED DOWN CARPET AND
EDGING AT STAIR TREADS PER DETAIL,
MODIFY STEPS AT ALL THREE LEVELS.
haws corporation
drinking fountain- V-1 W
from finish floor
elevator electric Inc.
AREA OF
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SCALE: 1 /8"= 1'--0"
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EXIT SIGNS TO BE READILY \ASABLE FROM ANY DIRECTION 09F
APPROACH. NO POINT SHALL BE MORE THAN 100 FEET FROM THE
NEAREST !LE EXIT ! ,. _ SECTION f
MEANS OF EGRESS FROM' ALL OCCUPIABLE PARTS OF THE BUILDING TO
BE PROVIDED WITH AT LEAST 1 F*# CANDLEOF AT FLOOR
DOOR
REQUIREMENTS. SEE CBC SECTIONS 1003.3.1.8, 1133B.2.5, AND
HARDWARE TO COMPLY WITH EXITING AND DISABLED ACCESSIBILITY
ASSEMBLYFIRE RATED DOOR
THE r SECTION r
SMOKE SEAL REQUIRED FOR ALL DOORS FORMING PART OF THE
ONE -HOUR EXIT COORIDOR. CBC SEC11ON
LOCKING
__ DOORS AT COORIDORTO MEET CITY OF
SECURITY MY i 1
CTURAL
1. ENTRANCES TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF
TRAVEL TO THE SPECIFIC AREA OF THE NEW WORK, ALTERATION,
REPAIR OR ADDITION ,
TRAVEL INCORPORATED ALL ELEMENTS FROM THE EXTERIOR ARRIVAL
2. SITE TO THE REMODELED AREA. SECTION 1114B..1.2 AND 1114B.1.3
AT EVERY ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR
LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A
SIGN DISPLAYING THE INTERNA11# x SYMBOL ACCESSABILITY.
. SIGNS SHALL INDICATE DIRECTION O ACCESSABLE
ENTRANCES AND FACILITIES AND I SHALL COMPLY WITH THE
REQUIREMENTS FOUND IN THE CBC SECTIONS 1117B.5 AND 1127B.3
ANY OBSTRUCTION ♦ OVERHANGS ;. PEDESTRIANS WAY SHALL
MIN. OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FRO
THE BOTTOM OF OBSTRUCTION. SECTION w
2. IF CARPET OR CARPET TILE IS USED ON THE GROUND OR FLOOR
SURFACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRM
CUSHIN, PAD OR BACKING OR NO CUSHIN OR PAD; AND HAVE A LEV
LOOP- LEVEL-CUTPILE, OR LEVEL/UNCUT PILE TEXTURE. THE MAX.
PILE HIGHT IS EXPOSED EDGES OF a
FLOOR HAVE TRIM
ALONGr OF
THE EXPOSED EDGE.. - •, TRIM SHALL COMPLY
r
REQUIREMENTS FOR CHANGES IN LEVEL. CBC SECTION 11248.3.
PLUMBING FASCILITIES SHALL BE P-#ACCORDANCE WITH TH
CALIFORNIA PLUMBING CODE (CPC), SECTION 413.0 AND CPC TABLE
HOT WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATE
1, EXISTING ONE HOUR CORRIDOR PER DETAIL 9/AD1
2. CEILING HEIGHT PARTITIONS; " DRYWALL OVER WOOD
2X4 STUDS. CEILING HEIGHT IS 8'-0" HIGH.
3. EXISTING DEMISING WALL; FULL HEIGHT TO
STRUCTURE ABOVE, NON RATED AND INSULATED WITH
ONE LAYER " DRYWALL EACH SIDE.
4. �-
5> �-
6.
7s CARPET TO BE GLUE DOWN SHAW--DESIGNWAVE TEMPEST ESQUIRE
Z6354, DOLPHIN (OR COLOR. SELECTED BY OWNER)ASTM E-648
B• CARPET TO BE GLUE DOWN SH.AW—DESIGNWAVE TECHNO
Z6356, SILVER PLUM (OR COLOR SELECTED BY OWNER)ASTM E-648
MEETS CLASS 1 FLAME SPREAD REQUIREMENT AT STAIRS, CLASS 2
FLAME SPREAD REQUIREMENT AT EXIT COORIDOR.
9. CERAMIC TILE —COLOR SELECTED BY OWNER.
10. EXIT SIGN, HARD WIRED WITH BATTERY BACKUP, VERIFY OR PROVIDE.
PER DETAIL 16A/AD1. EXIT SIGN SHALL BE BLOCK LETTERS, A MIN. OF
6" HIGH LETTERS WITH A STR�?KE OF NOT LESS THAN " WIDE AND
HAVING LETTERS NOT LESS THAN 2" WIDE. LUMINANCE OF FACE
SHALL NOT BE LESS THAN 50 LUX.
11. EXIT SIGN, HARD WIRED WITH BATTERY BACKUP, VERIFY OR PROVIDE,
PER DETAIL 16B./AD1. EXIT SIGN SHALL BE BLOCK LETTERS, A MIN. OF
6" HIGH LETTERS WITH A STROKE 4F NOT LESS THAN " WIDE AND
HAVING LETTERS NOT LESS THAN 2" WIDE. LUMINANCE OF FACE
SHALL NOT BE LESS THAN 50 LUX.
12. EXIT SIGN, HARD WIRED NTH BATTERY BACKUP, VERIFY OR PROVIDE.
PER RETAiL 16C/AD1. EXIT SIGN SHALL# OF
6" HIGH LETTERS WITH A STROKE OF NOT LESS THAN J" WIDEAND
HAVING LETTERS NOT LESS THAN 21' WIDE. LUMINANCE OF FACE
l
�14' 1-`vPdVA1
—.
1. NO PENETRATION OF ANY STRUCTURTAL GRADE BEAMS OR FOOTINGS
PROVIDE A MIN. 6" OVERLAP AND TAPE AT SEAMS OF MOISTURE
BARRIER (15 MM STEGO WRAP) WRAP AT ALL PENETRATIONS PER
MANUFACTURERS SPECIFICATIONS.
CARPET2. EXISTING FAU SYSTEOM TO BE USED, ALTER. EXISTING SUPPLY AND
RETURN GMLLS AS SHOWN FOR MAX. EFFECIENCY.
3. FINISH MATERIALS
AND
FINISH MATERIALS
y~1 SHALL HAVE
A CLASS
FLAME SPREAD RATING AT EXISTING VERTICAL STAIRWAY.
CARPET
!a AND FINISH MATERIALS
..w1. SHALL HAVE
A. FLAME
CARPETCLASS 2 SPREAD RATING AT EXISTING CORRIDOR.
AND FINISH
MATERIALS
4 SHALL HAVE
x CLASS
FLAME SPREAD
e!r j....r RATING.
1 1 ! EACILITIE
4. PLUMBING FACILITIES SHALL BE PROVIDED ACCORDANCE
#-DA
SECTIONCALIFORNIA PLUMBING CODE (CPC) TABLE
5. SANITARY FACILITY TOILET ROOM SHALL HAVE A. SMOOTH, HARD,
NON -ABSORBENT
A SrS: SURFACE
r: i PORTLAND CEMENT,,
A CERAMIC
OR OTHER APPROMATERIAL! UPWARD ONTO
LEASTTHE WALLS AT WALLSOF
SIMILARLYFRONT AND SIDES OF THE URINALS AND WATER CLOSETS SHALL BE
FINISHED TO A HEIGHT OF 4 FEET. REFER TO CBC SECTION
SECTION807 AND 1115B.9.5 FOR ADDITIONAL REQUIREMENTS.
6. HOT WATER AND DRAIN -PIPES U-NDER LAVATORY SHALL BE INSULATED.
CBC r.
ALL ENCLOSED PORTIONSOF THE BUILDINGSCUSTOMARY OCCUPIED
HUMAN SHALL PROVIDED
•t r r WITH.
" MECHANICAL OPERATED
VENTILATION MECHANICALLY
OPERATED VENTILATION
SYSTEM SHALL BE CAPABLE
PER MIN. OF OUTSIDE AIR PER OCCUPANT DURING
BUILDINGTIME AS THE OCCUPIED. i R AT
THE REGISTER
EXCEEDS 10 FEET PER
SECOND, THE REGISTER SHALL
BE
FLOORPLACED MORE THAN 8 FEET ABOVE THE rE
SECTIONCBC
TOILET ROOMS SHALL BE PROVIDED -WITH A MECHANICALLY OPERATED
EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR
EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST
SYSTEMS SHALL BE CONNECTED DIRECTLYOUTSIDE FROM
ALLOWS001NT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING
WHICH AIR # OCCUPIED PORTIONS OF r
! # , 1202.2.1.
SYMBOLS LEGEND
EXISTING WALLS TO BE REMOVED.
a EXISTING WALLS TO .REMAIN.
EXISTING ONE -HOUR RATED
WALLS TO REMAIN AND PRESERVED.
NEW 2X4 WALLS
NEW PLUMBING WALL
� NEW ONE -HOUR RATED
WALL.
J
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1048 IRVINE BLVD. #191
NEWPORT BEACH, CAUFORNIA
92660
71 4-3 79�
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CRAIG MCINTOSii , ~-.�. _. •-- hereby
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MCINTOSH , ARCHITECT
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REFURBISH
PAINT,EXTEND EXISTINGHANDRAIDS
PER DETAILS. VERIFY THE EXISTENCE
OF OR SUPPLY EMERGENCY BATTERY
BACKUP LIGHTING. VERIFY OR
PROVIDE D DOWN CARPET AND
EDGING AT STAIR TREAD,S PER -DETAIL.
haws corporation
drinking fountain
from finish floor
elevator electric Inc.
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CYRUS R NCH AVARI AN ,
ESQ.
ATTORNEY AT LAW
CYRUS AND CYRUS LAW
OFFI CE
55' EXIT PATH
1. EXISTING ONE HOUR CORRIDOR PER DETAIL 9/AD1
20 CEILING HEIGHT PARTITIONS; " DRYWALL OVER WOOD
2X4 STUDS, CEILING HEIGHT IS 8'-0" HIGH.
3. EXISTING DEMISING WALL; FULL HEIGHT TO
STRUCTURE ABOVE, NON RATED AND INSULATED WITH
ONE LAYER " DRYWALL EACH SIDE.
4.. --
5. --
6< -^
7e CARPET TO BE GLUE DOWN. SHAW—DEIGNWAVE TEMPEST ESQUIRE
Z6354, DOLPHIN (OR COLOR SELECTED BY OWNER)ASTM E-648
8. CARPET TO BE GLUE DOWN SHAW—DESIGNWAVE TECHNO
Z6356, SILVER PLUM (OR COLOR SELECTED BY OWNER)ASTM E--648
MEETS CLASS 1 FLAME SPREAD REQUIREMENT AT STAIRS, CLASS 2
FLAME SPREAD REQUIREMENT AT EXIT COORIDOR.
9. CERAMIC TILE —COLOR SELECTED BY OWNER.
10. EXIT SIGN, HARD WIRED WITH BATTERY BACKUP, VERIFY OR PROVIDE.
PER DETAIL 16A/AD1. EXIT SIGN SHALL BE BLOCK LETTERS, A MIN. OF
6" HIGH LETTERS WITH A STROKE OF NOT LESS THAN " WIDE AND
HAVING LETTERS NOT LESS THAN 2" WIDE.. LUMINANCE OF FACE
SHALL NOT BE LESS THAN 50 LUX.
11. EXIT SIGN, HARD WIRED WITH BATTERY 'BACKUP, VERIFY OR PROVIDE.
PER DETAIL 16B/AD1. EXIT SIGN SHALL BE BLOCK LETTERS, A MIN. OF
6" HIGH LETTERS WITH A STROKE OF NOT LESS THAN " WIDE AND
HAVING LETTERS NOT LESS THAN 2" WIDE.,LUMINANCE OF FACE
SHALL NOT BE LESS THAN 50 LUX.
BATTERY12. EXIT SIGN, HARD WIRED WITH BACKUP,
STROKEPER DETAIL.16C/AD1. EXIT SIGN SHALL BE 'BLOCK LETTERS, A MIN. 0
6" HIGH LETTERS WITH A • AN i" WDEAND
SHALLHAVING LETTERS NOT LESS THAN 2" WIDE. LUMINANCE OF FACE
411
♦ ♦ 2 A
.• M-i
1 ..
ALL ENCLOSED PORTIONS OF THE BUILDINGS CUSTOMARY OCCUPIED BY
HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICAL OPERATED
VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED
CAPABLESYSTEM SHALL BE
PER -MIN. OF OUTSIDE AIR PER OCCUPANT DURING DURING SUCH A
TIME AS BUILDING
# .VELOCITY
O. THE AIR AT
THE REGISTER EXCEEDS
FEET PER SECOND, THE REGISTER SHALL BE
PLACED
mo: A ......�. # A " FEET f ABOVE
•`+ FLOOR DIRECTLY
. BENEATH.
TOILET ROOMS BE PROVIDED WITH A MECHANICALLY OPERATED
EXHAUSTA.A- PROVIDING#ETE CHANGE OF AIR
EVERY 15 MINUTES. MECHANICALLY
A. OPERATED
M- # iD EXHAUST
SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE
POINT O DISCHARGE AT
LEAST FROM ANY OPENING
WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING.
SYMBOLS LEGEND
EXISTING WALLS TO BE REMOVED.
EXISTING WALLS TO REMAIN.
EXISTING ONE —HOUR RATED
WALLS TO REMAIN AND PRESERVED.
NEW 2X4 WALLS
s.zmmmmm NEW PLUMBING WALL
NEW ONE —HOUR RATED
WALL.
'T.
1�_
1048 IRVINE DLVD. #t91
NEWPORT BEACH, CALIfO97 1 4- 3
MCIuj
E
X
ry
CRAIG MCINTOSH , ARCHtTECT hereby
expressly reserves his c�smmon torn copyright
and other property his in these pions.
be r
Thew plans ans natja reproduaoe, copied
ch4nged in anyy forth or manner wharer,
Rot "They fo be assigned to any third pa
the
Q
w'dhout first obtaining expressed written
permiesian- and consent of
w
CRAIG MCINTOSH , ARCHITECT
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DRAWN BY:
FILE NAME:
SCRIPT FILE:
JOB NUMBER:
SUBM. DATE:
SHEET
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2/28/200511:54:47 AM
.7
F
DOOR
CRAIG MCINTOSH
FIREBLOCK AT MID -POINT OF WALL WEATHERSTRIP
AS REQUIRED Architect
WOOD CASING <
2x FRAMING
NOTE: NEW WALLS TO EXISTING 1 4 IRVINE BLVD. #191 Ld
PLYWOOD SHEATHING. 2x BACKING NEWPORT BEACH, CALIFORNIA Lo
GYP. BD. O/MTL. STUD FRAMING 92660
SECURE BOTTOM PLATE INTO
PLYWOOD SUBFLOOR W/2 1/4 GYP. BD.
TYPE 'S' OVAL HEAD SCREWS @ INSULATION - WHERE OCCURS NOTE: EXISTING WALL CONDITION 7 1 4 - 3 9 6 2 3 9
INSULATION
24" O.C.
if S
1 LAYERS TYPE 'X' GYP. BD. S S15- �g
2X4 STUDS AT 16" O.C. 2 LAYERS TYPE 'X' GYP. BD. C I-
ON CORRIDOR SIDE
KNOCK -DOWN FRAME TO
I I I I H I...
GYP. BD. O/MTL. FRAMING MATCH EXISTING GYP. BD. Of MTL. FRAMING 0 _17
0
2x4 P.T.D.F. PLATE SYMBOL PROPORTIONS
AS REQ'D FOR FRAMING SYSTEM 2x4 P.T.D.F. PLATE
AS REQ-D FOR FRAMING SYSTEM
<
z CRAIG H_ hereby
F— z ly. 8 orn n law. copyright
an other p richts in th plans.
Thus plans are not to be , copied r
cr_ thangsid in any form or nn w r.
D DOOR nor am *M to be ed to ny third pa
GYP. BOARD without first obtaining the ex written
D CRpermiselon and consent of Ljj
0 AIG MCINTOSH ARCHRECT
f'y
C-4
LLJ
C-4 @
0
PLY. SUBFLOOR -:b WOOD TRIM
V)
PLY. SUBFLOOR Ll
lot WOOD DOOR FRAME L
BASE -WHERE OCCURS 4 0
BASE - WHERE OCCURS DISPLAY CONDITIONS
LAW"
WALL @ FSCALE FLOOR CONN. y SCALE wry
HEAD JAMB SIMILAR WALL @ FLOOR CONN. 3*)=V_O1) DooR JAMB 5
0
INTERNATIONAL ACCESSIBILITY
SYMBOL
NOTE; SEISMIC BRACING SHALL SURFACE SLOPES OF ACCESABLE PARKING SPACES SHALL BE V)
COMPLY WITH UBC STD 014W. U./j, THE MINIMUM POSSIBLE AND SHALL NOT EXCEED I UNIT
VERTICAL TO 50 UNITS. HORIZONTAL (2% SLOPE) IN ANY
12 GUAGE HANGER WIRES 0 4'X4' DIRECTION, CBC SECTION 1129B,4, ITEM 4.
JAMB
L
ESWTCHEONI
DOOR
TYPICAL
CARP
6*A(O Ku
AS RE
LEVEL
TILE
TYPICAL 1 1/2*0
STAINLESS 32. kw
STEEL #4 SATIN ace
NOTE:
FINISH TUBULAR
CENTE
HANDRAIL EACH SIDE
SPACING ENTIRE GRID.
PROVIDE 70 SQ. INCH ACCESSIBILITY
4 NOTE; ADDITIONAL WIRE AT EACH
CORNER OF LIGHTS, DIAGONAL WIRES SIGN, SETON COMPANY OR EQUAL, 0
POST WITH BAKED ENAMEL FINISH OR
EVERY 144 SQ. FT. (12- O.C.) WALL MOUNT PER ADA REQUIREMENTS.
WITHIN 2" OF CROSS RUNNER PROVIDE " VAN ACCESSIBLE" SIGN
CONNECTED TO THE STRUCTURE MERE REQUIRED
ABOVE AT ANGLE OF 45 DEG. TOT 4WW M I PEDESTRIAN ROUTE 4W MIN. PEDESTRIAN ROUTE E-4
EH HORIZONTAL IN FOUR DIRECTIONS WHEEL STOP WHEEL STOP 0-.0
90 DEGREES APART WITH THE FIRST
C6 M
C�F
POINT WITHIN 4" FROM THE WALL.
1917
PROVIDE SPLAY WIRES @ 12" O.C. STRIPES AT STRIPES AT
BOTH DIRECTIONS AND IN PLANES 36" ON CENTER 36" ON CENTER C <
PARALLEL TO RUNNERS. PAINTED TYP.— PAINTED TYP. E-4 ry
GYP. BD. 0/STUD FRAMING SYMBOL SEE 91-W MIN. SYMBOL SEE 91_c• MIN. V-Ir MIN. MAIN RUNNER DETAIL DETAIL L C)
"T" STUD BRACING 0 8'O.C. WITHIN THE ACCESSIBLE SYIN AT TYP. WITHIN THE ACCESSIBLE
CROSS RUNNER (ICBO # 2244) 8
26d/PARKING STALL PAIN THE A C� CE PARKING STALI PAIN THE
�RWORDS "NO PARKING' IN 12" P ONNG STALL WORDS "NO PARKING" IN 12" E-4 024"O.C. 8 MIN. AT VAN
HIGH LETTERS MIN. ACCESSIBLE HIGH LETTERS MIN.
3 5/8"OR 6"X PARKING STALL
1 1/4"X 16 GA.
STL. STUDS W/ Armstrong Suspended Gelling Q SINGLE PARKING STALLS DOUBLE PARKING S 3:
Item # 703 24'x48"
#10 SMS 0 24"O.C.' 601AMM01
I I b4 ckasli-Ication
N( i-ALCOVE WING WALL INSTALLATION (�)_&MEAS_ThiATON Mass A f Lame spread
0 VERTICAL BRACED - FLOOR TO FRAMING ABOVE W/ 25 DISABLED PARKING REQUIREMENTS uj
.4 r_1 Jr -A n
12 TYPICAL DRINKING FOUNTAIN REQUIREMENTS THRESHOLD 2 3 5/8" MTL. STUDS UP TO 24' OR ff__ E-
10 14 1 4XIS WOOD COLUMN UP TO 20' OR T—BAR CEILING 2 E-4
1 4X8 WOOD COLUMN UP TO 24' 0
;T
DIAGONAL BRACED -TOP OF WALL TO FRAMING ABOVE W/
3 5/88" MTL STUD UP TO 6' OR 5/ (E) RAFTERS
2 3 " MTL STUDS "T" UP TO 14" OR
2 6 MTL STUDS T" UP TO 20' OR
1 2X4 WOOD STUD UP TO 6' OR
2 2X4 WOOD STUDS "T" UP TO 14' OR .......
STRUCTURAL STRENGTH OF THE CRAB BARS
TO SUPPORT A 250 POUND POINT LOAD.
INSTALL PER MANUFACTURERS
REQUIREMENTS. JAMB
36 GRAB BAR
—427 GRAB BAR
DOOR
S CARP
ALL DISPENSERS 1 241) LEVEL
+40 MAX TO Q MAX. TILE
HIGHEST
OPERABLE PART
C)
NOTE:
CENTE
E
BEYOND
ET
MA=
-USE FLOOR FILL
Q'D. TO MAKE CARPET
WITH TILE
TRANSITION MATERIAL 0
RUNE OF DOOR
BEYOND
ET
-USE FLOOR FILL
2 2X6 WOOD STUDS "T" UP TO 20'
2-1 1/2" #6 SCREWS
z
DOOR 1/2" MAX.
HORIZONTAL DIAGONAL BRACING - WALL TO WALL (14'
2X4 25 GUAGE
METAL STUDS AT 45
1/4- AT 1. 2 SLOPE
MAX. SPAN)
DEGREE ANGLE.
z
3 5/8" MTL. STUDS "T" OR
2X4 25 GUAGE
0
�2)
1) 2X6 WD. JOIST VERT. (CONN. W1
METAL STUDS AT 45
CLIP ANGLES)
DEGREE ANGLE.
2-1 1/2" #6 SCREWS
TYP. BRACE ATTACHMENT (2 EA. TOP & BOT.)
METAL THRESHOLD
$10 SMS - METAL TO METAL
ry
10 X 1/2" WD. SCREWS - MTL. TO WD.
16d NAILS - WOOD TO WOOD
cn
NOTE: UNBRACED WALL SPANS LIMITED TO 10'-0". WALL
2X4 STUDS AT 16" O.C.
FINISH FLOOR EVEN
z
TO STRUCTURE SPAN LIMITED BY BRACE SIZE.
0
COMPRESSED
CARPET 1/4'
AREVISION BY DATE
MAX. BELOW THRESHOLDS
THRESHOLD
SCALE
STUD WALL BRACINLL
0
SIDE ELEVATION OF WATER CLOSETB STONE THRESHOLD
AND ACCESSORIES DIM. uj
19 THRESHOLD 15 7 20 TYPICAL THRESHOLDS DRAWN BY: N
WALL BRACING WALL BRACING FILENAME:
SCRIPT FILE:
0
REQUIRED PREFERRED REQUIRED PREFERRED INTERIOR EXTERIOR
0 DOOR PER SCHEDULE F_
Q INSULATION E N ;4
> PER E I (E) STRUCTURE /
CUPS STEEL DOOR FRAME +61 0
CUPS
VENDING —PEMKO #217 DOOR
z
VENDING
T OWELBOTTOM (OR EQUAL) GYP. BD. ,'', no
1_1 u
1=11=11=11=10 CONCRETE SLAB
V
x x CONCRETE WALK OFFICE
< E-4 <
CONTROLS CONTROLS AS OCCURS
00 SLOPE1/4"/FT. MAX. 2X4 STUDS GYP BOAD vy
-14- LO z FOR 5, -0" MIN. 5/8- TYPE 'X' GYP. st @ O.C. 16" O.0E
BD. EA. SIDE OF C,
STANDARD AC, POWER
3 5/8" MTL. STUDS z
WITH BATTERY BACK
z BD.
SELF LEVELING SEALANTz" YYP.z TYPICAL UP EA. SIDE OF (E) COORIDOR OFFICE
ELECTRICAL EXPANSION JOINT FILLER 3 5/8" MTL. STUDS <
OUTLET FULL DEPTH OF SLAB (2� LAYERS 5/8" TYP
'X GYP. BD. COOK. SIDE ry
JOB NUMBER:
FORWARD REACH POSSIBLE SIDE REACH POSSIBLE OF 3 5/8" MTL. STUDS
FINISH FLOOR SUBM. DATE:
C DISPENSING- ACCESSORY DIMENSIONS LL_ SHEET LIJ
AD I Ld
2u EXIT SIGN 12CORRIDO4
EXT. DOOR THRESHOLD E HR TUNNEL ,TYPICAL WALL DH04 OF
12/29/2004 12:10:30 PM
----------- --- ---
�-�
CRAIG MONTOSH
Architect
NOTE:
FOR TREAD AND RISER SEE PLANS/SECTIONS M S'
MIRROR 1046 1RVINE BLVD. #191
o o
1'
NEWPORT BEACH, CALIFORNIA
92660
1 1/2" NOMINAL STEEL PIPE
HANDRAIL. GRIND ALL WELDS
SMOOTH — TYPICAL
7 9 4_ 3 9 6 r 2 3 7 9
NEW RUBBER NOSING WITH
WITH A VE EDGE.
REPLACE E EXISTING
$ p
R0 4 #Q
MAANUFACIURERS DONPER
SPECIFICATIONS. TREAD
rt=e, \�?mc
`,� x
EXISTING STAIRS—(E)
CARPET TO BE REMOVED
AND REPLACED.
z
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expressly njoh law copyright
and other pro these plans.
/4"R
channge;dese l In any form ormc rpter0r hats led r
nor are they to be assigned to any thin;! po
without first obtaining the expressed written
EXISTING STAIR FRAMING,
permWTon and consent of
" M CRAIG MCINTOSH . ARCHITECT
6TOE
8" MIN KNEE CLEARANCE
CLEARENCE
1i MIN
A LAVATORY CLEARANCE
13
5
TYP. STAIRS
TYP. COUNTER HEIGHT
TYP.
LAV.
36" x 48
CLEAR
44. MIN.
�
CLEAR10- 2
TYP.
COUNTER CLEARANCE
L
0 1,
NOTE:
FOR TREAD AND RISER DIMS.
SEE PLANS/SECTIONS
1/2"L. 1 1 /2" DIA. BRUSHED ALUMINUM
GRAB BAR MOUNTER 33" A.F.F.
TO THE CENTERLINE.
+�
1 1/2• NOMINAL STEEL
HANDRAIL. GRIND ALL WELDS
SMOOTH — TYPICAL
NEW RUBBER NOSING WITH
WITH ABBRA51VE EDGE.
REPLACE EXISTING
CARPET —GLUE DOWN PER
MANUFACTURERS
SPECIFICATIONS. 1/2 (T) TREAD
EXISTING STAIRS—(E)
CARPET TO BE REMOVED
AND REPLACED.
L�.
L` INSTALL GRAB BAR IN SUCH A
x MANNER TO SUPPORT A 250
M POUND POINT LOAD.
A REVISION BY DATE
EXISTING STAIR FRAMING.
1
� �
WALL BRACING
GRAB BAR
D R A B :
WN Y.
FILENAME:
SCRIPT FILE:
I�
TREAD D
1 1/2" NOM. STEEL HANDRA!
M,
NOTE:
GRIND ALL WELDS SMOOTH FOR TREAD AND RISER DIM'S.
TYPICAL UP SEE PLANS/SECTIONS
JOB NUMBER:
SUBM. DATE:
STAIR LANDING (PLAN) SHEET
AD2'
2 uf-%
`�
TYP. STAIR OF
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