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ENTRANCE PATIO ENCLOSUR
REVISION SHEET FM MARnW Will&
IAJ CIL_ FIRE DEPARTMENT FINAL INSPECTION RE-QUIRED. SCHEDULE ALL IN5PECTION5 STORAGE DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE I IQUIDS, FLAMMABLE GASES,
12 HOURS IN ADVANCE BY CALLING 114-641-5100 AND HAZARDOUS CHEMICALS SHALL COMPLY WITH THE UNIFORM FIRE CODE REQUIREMENTS
IML - CONTRACTOR
As PROVIDE ADDRESS SUITE NUMBERS AT LEAST (6) SIX INCHES HIGH, W141CW MEDICAL GAS 5Y5TEM (5) SHALL COMPLY WITH NFPA STANDARD 13'�.
SHALL BE PLAINLY V1515LE FROM THE ROADWAY
PROVIDE 2A I05C MIN. RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH
LEVEL WITHIN 15 FEET OF TRAVEL D15TANCE FROM ALL AREA5. TRAVEL
DISTANCE 15 30 FEET IN AREAS HAVING FALMMABLE LIQUIDS
it
R I T 7`1 1 F-
Pi NIG
SWEET INDE-X PLANS FOR MEDICAL GAS 5Y5TEM5 SHALL BE SUBMITTED (THREE SETS) TO THE E LL
upo
-, I- 'i E C, H GRADDiN"
BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION
EXIT DOORS SHALL BE OPENA5LE FROM THE INSIDE WITHOUT THE USE OF A KEY GENERAL & ELECTRICAL
AO COVER SHEET
4v,41�,f 44
N WACTORS
ADAI HANDICAP NOTES (0,
OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF RELEASIWz LOCKING
CONT
p
Ak vrmo� DEVICES ON EXIT DOORS
95
ADA2 HANDICAP NOT55 IG BUSINESS WOUR6 POBOX8956
A SIGN THAT READ6 THIS DOOR TO REMAIN UNLOCKED DURIN AN"EBI, C4 9,2812
WITHA MINIMUM OF ONE (1) NCH LETTER$ SHALL BE PROVIDED ADJACENT TO THE
HANDICAP DETAILS
ADA3 571'_", T T�_�
',,f D I V
EXIT DOOR
6PI 51TE PLAN
EXIT 6IGN6 SHALL BE IN BLOCK LETTERS, A MIN. OF (o INCHES 14IGH WITH A STROKE
OF
Al DEMOLTION PLAN FLOOR PLAN NOT LESS THAN 3/41. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX.
T 5IGN5 SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM
EXI
A1.1 TOILET ROOM PLAN
5EFERATE CIRCUIT$. ONE OF TWE A50VE CIRCUITS SHALL BE PART OF THE
A2 ELEVATIONS C'
40
EMERGENCY LIGHTING SYSTEM
5 PROV D D CCORD C. C
A3 REFLECTED CEILING PLAN bAre
A4 FOUNDATION, FRAMING, SECTION
CONSULTING ENGINEER
DETAIL5
4
:FESo,
a'q,
UP,
GENERAL NOTES
GENERAL
0 31�j, I
FEW= 4 AP110MV&S
I. ALL CONSTRUCTION SHALL COMPLY WIT14 THE REQUIRMENT6 OF THE 2001 C5C
"VJECT PATA
AND 6UPPLEMENT6 AS AMENDED BY THE CITY OF SANTA ANA, CAi AND ALL OTHER
1, THESE DRAWING,5' PERTAIN TO THE ENCL05URE OF THE FRONT ENTRANCE PATIO ONLY E) THE A50VE REQUIREMENTS SHALL NOT APPLY To TRIM DEFINED AS PICTURE MOULDS,
(APPROX IMATELY 121 5Q. FT.). APPROVAL HAS ALREADY BEEN GRANTEE) FOR THE CHAIR RAIL&, 5A6EBOARD6, AND WANDRAILS, DOORS AND WINDOW6 AND THEIR GOVERNING CODES AND AGENCIES. (5RO55- LOT AREA 22145a 50 FT ZIL > 2
REMAINING 1&04 5Q. FT, OF THE TOTAL 1925 5a FT UNDER THE FOLLOWING BUILDING FRAMES, NOR TO MATERIALS THAT ARE LE55 THAN 1/28TH INCHN THICK
PERMIT NUMBERS. 5. ALL EXITS SHALL WAVE EMERGENCY LIGHTING PER U5C CODE. ALL 6IGN6 MUST BE INTERNALLY 2. T14E CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE STRUCTURE EX15TIN6 OWNER,
IBUILDING PERMIT #.10134641 ILLUMINATED WHICH PROVIDES FOR EXIT ILLUMINATION LIGHT WAVING AN INTENSITY PRIOR TO STARTING THE WORK ANY DISCREPANCIES AND/ OR OMMISIONS IN THE
ELECTRICAL PERMIT 20121186 OF NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL AT TIME BUILDING 16 OCCUPIED. CONTRACT DOCUMENTS 6WALL BE BROUGHT TO THE ATTENTION OF THE OWNER. (E) 616 N. EPIN&ER 1;500 50 FT
(o. PROVIDE EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY ADDITION -r--t -r--% "T-1 T T A
MECHANICAL PERMIT 4010'304(o TO INDICATE THE DIRECTION OF EGRE56 W14EN THE EXIT 5ERVE5AN OCCUPANT LOAD OF 3. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL WAVE PREFERENCE OVER SCALE. 616 V4. EDIN&ER 120 50 FT
PLUMBING FEWIT #- 30111%c3 !�o OR MORE LARGE DRAWIWG5/DETAIL5 GOVEW i)f�. PjVAN
Dom 4 WNDM 1. EXIT SIGNS SHALL WAVE (o" HIGH BLO(,,K LETTERS WITH A STRIKE OF NOT LE56 THAN TOTAL 616 V4. EDIR6ER, 11420 50 FT
3/4" N CONTRA5T WITH THEIR 15ACKGROUND. 4. PROVIDE AND MAINTAIN SERVICEABLE EXIT PATHS FOR BUILDING OCCUPANTS
1. THE INSTALLATION OF GLA55 PERTAINING TO DOORS AND WINDOWS SHALL CONFORM TO 0, EXIT 5IGN6 ARE REQUIRED TO HAVE A SEPARATE POWER SOURCE, EITHER FROM STORAGE TWROUGWOUT CONSTRUCTION �,Xhk_)Ru
REQUIREMENT$ OF FEDERAL SAFETY STANDARD l(o-CFR-1201. GLA65 IN LOCATION$ 5ATTERIE6 OR AN ON-61TE GENERATOR, STRUCTURE EX15TIN6 616 W. EDINGER AV
'3. WALLS AND CEILING OF ONE 14OUR RATED CORRIDORS SHALL HAVE A "CLA65 A" FLAME SPREAD
SUBJECT TO HUMAN IMPACT. RATING (E) (620 VNI. EDIN6ER2,252 50 FT
2. ALL LEGAL DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT TWE USE OF A KEY 10� FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 12 HOURS IN TOTAL STRUCTURE 3t(512 50 FT
OR SPECIAL KNOWLEDGE OR EFFORT. PROVIDE 5ELF-RELEA6ING LOCKING DEVICES ON ADVANCE BY CALLING'51140 641-5100 UNIFORM BUILPIN& COPE 2001 EDITION
EXIT DOORS. 11. MEDICAL GAS 6YSTEM(S) SHALL gfi"�LVUAWARDBS CALIFORNIA BUILPIN6 CODE 2001 PARKIN&
3, ALL FIN16H HARDWARE SHALL BE NEW AND FREE FROM DEFECTS AND CAPABLE OF DOING SPACES FRO\/IDED 32 (INC. 2 HANDICAP)
TWE WORK FOR WHICH IT WAS INSTALLED. MECHANICAL: UNIFORM MECHANICAL COPE 2001 EDITION I \/AN ACCE551BLE
4. THE BOTTOM 10 INCHES OF ALL DOOR$ (EXCEPT 6LIDING AND AUTOMATIC) SHALL. HAVE A OCCUPANCY 52 DENTAL OFFICE
SMOOTH, UNINTERRUPTED 5URFACE. DOORS WITH GLAZING SHALL BE PROVIDED WITH A FM 4 LFE WFEIY PLUMBIN&: UNFORM PLUMBIN& COPE 2001 EDITION ZONE 0 ENTRANCE PATIO
10 INCH HIGH $MOOTH METAL PANEL AT THE BOTTOM. CONSTRUCTION TN�PF_ \/-NR
5. ALL REQUIRED EXIT DOORWAY5 SHALL HAVE A MINIMUM 32 INCH CLEAR OPENING WITW TWE I. BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT ELECTRICAL: UNIFORM, ELECTRICAL CODE 2001 EDITION SPRINKLERED NO ENCLOSURE
DOOR AT SO DEGREES TO THE CLOSED POSITION. FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THE BUILDING.
(o. MAXIMUM HEIG1.47 OF TPRESPOLD SHALL BE 112" . MAXIMUM VERTICAL CHANGE AT EDGE 16 2. STORAGE DISPENSING, OR USE OF ANY FLAMMABLE OR COM13USTIBLE LIQUIDS, FLAMMABLE FIRE. UNIFORM FIRE CODE 2001 EDITION
1/4", WITH A MAXIMUM ANGLE OF 45 DEGREES. GAS, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. PLANNING DIVISION LOT 540-1-b-11-10
1. MAXIMUM EFFORT, TO OPEN DOORS SHALL NOT EXCEED 5 L55, FOR EXTERIOR DOOR5,5 L55 3. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT D15ABILITIF5 AGGE55: AMERICANS N DISABILITIES ACT AND BLOCK E REV 02AO103 $Y JL
FOR INTERIOR DOORS. FIELD INSPECTOR. STATE OF CALIFORNIA T24 AGMS TRACT 531 REV 03/22/03 5Y JL
8, HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED 30" TO 34" ABOVE THE 4. INTERIOR FIN15WE5 AND FLAME PROOFM SHALL COMPLY WITH TITLE 24 15 C.A.C. T-24 REV 06AO103 5Y JL
FLOOR, AND 5E OPERA15LE WITH A SINGLE EFFORT 5Y LEVER -TYPE HARDWARE. A) ENCLOSE[) VERTICAL EX16TINIG EXIT WAY$ SHALL NOT EXCEED AN END POINT FLAME G. F. -. zone" VAI CUP, f;z/s \IA-#65-65 4 Mb/03 5D CORFRECTIO*
SPREAD RATING OF 25 (CLASS 1) LOCAL AUTHORITIES HA\/IN& JUR15PICTION U5E MEDICAL BLD6.
0j. EXIT DOORS 6PALL SWING IN THE DIRECTION OF EGRE65 WHEN SERVING AN OCCUPANT LOAD OF 5) INTERIOR WALL AND CEILING FIN15HES FOR EXIT CORRIDOR$ SHALL NOT EXCEED AN DISCR. ACTION 111YPE,
50 OR MORE. MAX EFFORT TO OPERATE DOOR NOT TO EXCEED 15 POUNDS. END POINT FLAME SPREAD RATING OF 15 (CLASS 11)
1-andscapt Plans P,,cq'
10. ALL DOOR A66EMBLIE6 IN ONE -HOUR CORRIDORS TO BE 6ELF-CL05ING AND HAVE A 20 MIN. C) INTERIOR WALL AND CEILING FIN16WE6 FOR INTERIOR AREAS SHALL NOT EXCEED AN
E., Y.
FIRE RATING. END POINT SPREAD RATING OF 200 (CLASS 111) FILANNER: A
OR
G
''i", iu
v
fl. EXTERIOR DOOR5 AND HARDWARE MUST COMPLY WITH THE SECURITY CODES FOR THE D) ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME PROOFED IN AN k'!z
CITY OF SANTA ANA. APPROVED MANNER
5, CONTRACTOR TO PROVIDE A SIGN THAT READS "TH16 DOOR TO REMAIN UNLOCKED
03
12. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR WIDTH BY MORE THAN 30 20
"AL. PL S
DURING BUSINESS HOURS" WITH ONE (I) INCH LETTERS SHALL BE PROVIDED ADJACENT
ONE HALF, WHEN FULLY OPEN, DOORS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 111 pl-, ns, arg 0
TO EXIT DOOR DAT E J, 3 p ",
'Nc- fic.s must 1.11"Okept con ihe,
IWO An
u I tc
a t all flrnra�. a r, rcl i i i's ut, 1,
(0. "EXIT" SIGNS SHALL BE IN BLOCK LErrER5, A MINIMUM OF (o INHE6 HIGH WITH A STROKE n1poke any oetrigas or
a I t er ai t lu; n, , pa
FM 4 LFE &4VY OF NOT LESS THAN 3/4" INCH LUMINANCE OF FACE OF SIGN SHALL BE 50 LUX� PLA N N1 fNG FINA L REQU IRED - Y ES NO S OR S-,'Ma, 1witho'ut written permission froi,
City oil Santa Ana.
L BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT The cuf' ptance of to! -,is pi i- and 814ALL NOT
FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THE BUILDING.
M firm 01
CONTACT P110NE (714) 667-2700 b e h el d to p e, r irn I I n ro r b " i 0 � v",)a
arinrlc ;ul Qi" "ne
2. STORAGE DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE VICINITY MAP DMONS BELOW: v visiopsn� 0 0. 'i'dinamc- crSiaa
GAS, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. SUBJECT-'M, CON I_Pvy�
3. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT WANDiCoAP UNREM1190 Z�2 01
FIELD INSPECTOR All mataials to match exisfing 71� cuspted- Date
4. INTERIOR FINISHES AND FLAMEPROOFING SHALL COMPLY WIT14 TITLE 24 1. THE AREA OF WORK COVERED BY THIS PERMIT 4 AT LEAST ONE PATH OF TRAVEL TO THE AREA
A) ENCLOSED VERTICAL EXISTING EXITWAYS SHALL NOT EXCEED AN END POINT FLAME ANA
SPREAD RATING OF 25 (CLASS 1) OF WORK SHALL COMPLY WITH TITLE 24, INCLUDING, BUT NOT LIMITED TO. PARKING 6TALL6, PROJECT -,d . _�? 1111�
SIDEWALKS, RAMPS, ELEVATORS, CORRIDORS, DOORWAYS, ETC, AS REQUIRED. 6,o AL 7-
5) INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR5 SHALL NOT EXCEED AN LOCATION
END POINT FLAME SPREAD RATING OF 15 (CLASS 11) 2. WHEN SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE FLOOR$ OF A BUILDING THEY SHALL
MARK DATE M DESCRIPTION
C) INTERIORWALL AND CEILING FINISHE6 FOR INTERIOR AREA$ SHALL NOT EXCEED AN BE MADE ACCE651BLE TO TWE PHY61CALLY DISABLED.
3. ALL PRIMARY ENTRANCE6 TO 5UILDIN65 FACILITIE6 $HALL 5E MADE ACCE6515LE TO THE
END POINT SPREAD RATING OF 200 (CLASS 111) ry
co
D) ANY DECORATIONS USED 5WALL 5E NON-COM5U5TI5LE OR FLAMEPROOFED IN AN PHY61CALLY D15ABLEr rl�44 � �� -
APPROVED MANNER 4. ACCE661BLE ENTRANCES SHALL BE IDENTIFIED WITW AT LEAST ON STANDARD 616N AND WITH ISSUE,
ADDITIONAL DIRECTION 5IGN5 AS REQUIRED. V1515LE FROM APPROACHING PEDESTRIAN TRAFFIC. PROJECT NOt
CAD DWG FILE,
3
DRAWN SYS
EDINGER
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CHECKED BY.
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Ai' EET NUMBER,
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T OUTE OF ALAL
UN056TRUCTED PATH #
AND SPAN ACCESSIBLE BUILDINGORFACILITYi
CAN BE NEGOTIATED PERSON tSEVERE DISABILITY
USING A WHEELCHAIR AND T14AT 16 ALSO SAFE FOR AND USABLE
BYPERSONS
r O.. • r A
SEC 11025
r
WALKS1. 61DEWALK5CONTINUOUS
SURFACE,• STEPS OR ABRUPT
,.R. ..
IN LEVEL EXCEEDING 1/2". AND SHALL BE A MINIMUM OF AV".
IN WIDTH,
SEC /j y'
ABRUPT2, WHEN CHANGES• r THE
SHALL;. r • . ,�, GREATER THAN ,.
TWAT LEVEL CHANGES NOT E-EXCEED ING 1/4" MAY BE VERTICAL
ABRUPT CHANGESROUTE
SLOPECURB RAMPS.
SEC 1023.4
4. WHEN THE •.TRAVEL# ANY WALK
EXCEE
rVERTICAL
. 20 HORIZONTAL
1 COMPLY
SEC 1023-3
THE PROVISIONS OF 6ECTION 1001 AS A PEDESTRIAN RAMP.
y ySIDF-WALK;',l'RF4CF- CROSS SLOPES SHALL NOT
EXCEED 1/4" PER FOOT EXCEPT U94EN T14E ENFORCING AGENCY
FINDS A, DUE •. LOCAL CONDITIONS .
UNREASONABLE HARDSHIP,• r BE r
SEC 1023.1-3
(o. WALKS SHALL BE .1 # 6011
BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK., AND NOT
LES$ THAN 40" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SUJIW46
AWAY FROM
SEC 1023.5
WALKS1 k MINIMUM OF 24" TO THE SIDE OF THE -STRIKE
EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK
SEC 1023-5
a. ALL
r GRADIENT6 SHALL 14AVE LEVEL AREAS
LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'.
SEC /♦
cl WALK AND r A SHALL .. SLIP-RE516TANT A # #` kr
SEC 1023.1
A. SURFACES A . OF AN 6% GRADIENT SHALL BE
AT
LEAST C 6LIF-RE515TANT AS THAT DESCRIBED
-..r AS A MEDIUM
SALTED FINISH.
r SURFACES. .r • BE
SLIP-RE51STANT
r � r r ` • ., �r
•i► t_mlIIIl:f
12. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN
IN FIGURE r t THE FLOOROR GROUND
CLEAR4NCF-5 5WALL BE LEVEL AND CLEAR,
SEC !j
13. THERE 6HAI-L BE A LEVEL AND CLEAR FLOOR OR LANDIWG ON IEACI�4
SIDE OF DOOR,
DIRECTION OF DOOR6WIWG OF AT LEAST 60" AND THE LENGTH
OPPOSITE DIRECTtOR OF DOOR SWING OF
AS
MEASURED
STRIKERIGHT ANGLES TO NiE PLANE OF THE DOOR IN THE CLOSED F061TION.
4. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO U41CH THE DOOR
SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE
OF THE DOOR FOR EXTERIOR DOORS AND A MIN" OF V PAST
THE #
SEC 11155,42,1004,S22A FIG 115-26
15, TWE FLOOR OR LANDING SHALL
THE THRESHOLD OF DOORWAY.
SEC 1004.13JA
OPENINGlb. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENIW116 IN A
VESTIBULE, 6ERVIWG OTHER THAN A REQUIRED EXIT STAIRWAY,
SHALL PROVIDEA MINIMUM OF 4a" OF CLEAR ,;PACE FROM ANY
DOOR POSITIONED
AT AN ANGLE OF W DEGREES FROM ITS CLOSED POSITION. DOORS IN
1 - IN THE SAMEDIRECTION AWAY w•'
THE SPACE BETWEEN THE DOORS. r1 4 31 FOR DESIGN
ALTERNATIVES.
SEC q r/ • ^,
11. T14E BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND 6LIDIW-i
SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW T14E DOOR
TO MB OPENED h WHEELCHAIR F• CREATING
A TRAPOR WAZARDOU6 CONDITION.- Ate-• DOORS
ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE
PUSH SIDE OF #•ram ALLOW THE rrr- TO BE OPENED
BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR WAZARDOU5
• •:
SEC 1004.15 FIG
DOORMATS
INTERFERENCE WITI4 UJWEELCWAIR TRAFFIC.
SEC rr
113. MAXIMUM EFFORT TO OPERATE DOORS C # POUNDS
FOR EXTERIOR r••-" AND 6 POUNDS R INTERIOR r•O
OR PUSH EFFORT BEING APPLIED AT RIGHT "LES TO HINGED DOORS
AND AT THE CENTER PLANE OF 6LIDIW-i OR FOLDING DOORS ' COMPEN6ATIWG
DEVICES OR AUTOMATIC DOOR OPERATORS
BE # MEET
THE ABOVE STANDARDS. W14EN FIRE DOORS ARE REQUIRE[), THE MAXIMUM
EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM
ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, • TO
POUNDS.EXCEED 15
SEC 1004.13
F_
1. STAIRWAYS SHALL HAVE WANDRAIL6 ON EACH SIDE, AND EVERY
STAIRWAY REQUIRED TO BE MORE THAN W IN WIDTI4
PROVIDED WITH NOT. ONE - # .HANDRAIL
r EACH er :OF REQUIRED WIDT
..w.....H. ram.
APPROXIMATELYEDIATE HANDRAIL-5
SHALL BE SPACED WIDTW OF THE STAIRWAY.
SEC 1006,'�JA
r HANDRAILS SHALLit 3411 TO i A50VE THE N06ING OF
SEC 1006.132.IA FIG
i
3. 14ANDRAILS SHALL EXTEND A MINIMUM OF 1211 BEYOND T14E TOP NOSINIC,
AND 1211 PLUS THE TREAD WIDT44 BEYOND THE BOTTOM NOSING,
SEC 1006.1B2.2A FIG i
UPC -RE
THE STAIR RUN WOULD CREATE A HAZARD. THE TERMINATION OF THE
EXTEN51ON SHALL BE MADE- ROUNDED OR RETURNED 6MOOTWLY
TO T14E T-1-009 WALL, OR POST. WHERE TWE 5TAIR5 ARE CONTINUOUS
FROM r TO LANDINII T14E H,&R RAIL 54AL BE CONTINUOUSAND
LANDING.
�► • r • •
SEC 0ft'14,4 FIG 116-31
SAFETYENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POST$ OR
/ •
THE HANDGRIF PORTION OF HANDRAIL5 SHALLA
< ' NOR MORE # •NAL NCK94L DIMENSION
OR TWE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. T14E
WANDGRIP PORTION OF WANDRAII-5 SHALL WAVE A SMOOTH SURFACE
WITW NO SHARP CORNERS. GRIPPING SUf;Z-ACES (TOPAND SIDES) SHALL
BE ..TED BY NEWEL POSTS, CONSTRUCTION
SURFACEOR OBSTRUCTIONS. ANY WALL OR OTHER ► TO THE
EDGESHANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.
SHALL WAVE k MINIMUM RADIUS f
SEC r✓ i � f Iy M
r PROJECTING
A.• rOM A WALL SHALL SPACE
1-1/2" BETWEEN THE WALL AND THE HANDRAIL. A r i MAY BE
EXTENDSLOCATED IN A RECESS IF THE RECESS 15 A MAXIMUM OF 3" DEEP
AND A. LEAST i ABOVE #P OF
THE RAIL.
WANDRAU SHALL NOT ROTATE WITHINITI-EIR FITTINGS.
SEC IM6,12115AL FIG 115-36
6 THE UPPER APPROACH MD THE LO WER TREAD OF EACH 6TAiR SHALL
..
r MARKED BY
+. .r OF CLEARLY CONTRASTING, COLOR AT LEAST
2" WIDE PLACED PARALLEL TO AND NOT MORE THAN I" FROM THE N05E
OF THE r OR
y. .IN5 TO ALERT VISUALLY
IMPAIRED
r ywr STRIP
6WALL BE OF MATERIAL T14AT 15 AT LEAST AS SLIP RE616TANT AS T14E
OTHER TREADS OF THE STAIR,
SEC 1006.161516115-35
cl WHERE STAIRWAYS OUTSIDE1 BUILDING,.. APPROACH
AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTIWIS
COLORAT LEAST 2" WIDE AID PLA'CEwn PARALLEL TO AND NOT MORE
T14AN I"
FROM NOSE OF THE STEP OR LANDING
IMPAIRED. STRIP SHALL OF lrMATERIAL 1 [ AS r
w. ACCEPTABLE.
SEC !i rl t r it
STAIRS10, ALL TREAD $URFACE6 SHALL BE $LIP-RE616TANT. WEATHER EXPOSED
AND
THEIR APPROACHES
..Pr A SHALLDESIGNED r TWAT
WILL NOT ACCUMULATE ON yf TREADS
" 1 SHALL WAVE
EDGES•5114G (LOWER FRONT EDGE).
11, THE - PAST THE FACE
• � • Vt
OF 5ELOW
SEC / '^
-35
12. OPEN RISERS An NOT PERMITTED. ON ANY GIVER FLIGHT OF STAlf;Vo,
ALL 5TEP5 SHALL HAVE r- ANDUNIFORM TREAD
{ r
THAN 11" DEEP, MEASURED FROM RISER TO RISER, RI$Ef;ro SHALL BE
$1-OPED OR THE UNDERSIDEOF SHALL HAVE 1
k , DEGREES
e r w w
FLOOR13. APPROVAL STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT
EACH
LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS
FOUR OR MORE STORIES • OR MORE
FOR r REQUIREMENTS. yLL IDENTIFY THE STAIRWAY,
THE UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE INFORMATION
SHALL BE PRESENTED USING RAISED ARA51C NUMERALS AND RAISED
';WALL BE LOCATED APPROXIMATELY 6'A5OVE THE FLOOR LANDING IN
k P051TION WHICH IS READILY DOOR ♦-'
OR CLOSED POSITION OR AS REQUIRED BY DSA/AC T14E SIGN SHALL BE
ADJACENT TO THE DOOR ON THE STRIKE SIDE. SIGNS SHALL COMPLY WITH
THE REQUIREMENTS OF U5C 6TD. NO, 10-2.
SE
SEC i rt x
e
#
_.. ;-mwl
A� s
*All
• #
r
w » A "
r r" •- r • r { •
#
•
•
r� � f •
t C C _ ♦ S _
• r r
•' Lr, r y it "' 1 * �' A i # �� r' r
A - k. . `� L � 1 r A :.+"" r A r A- A " • - [ :.� A -i:r r �•
A ♦ ! :► •
i.
lot
w a► A
r k r '" � "�► r A
[ i 1
rj r1 ,
r �: r� A [ r k A •� A r :r •r- rrr
x � A � A f e r n y i♦�' � y A'" A`-
A ♦ #
BALCONIESNOTE- FOR THE FURPOSE OF TITLE 24, 11'14E TEW CORRIDOR SHALL INCLUDE
EXTERIOR EXIT AND ANY WYERED OR ENCLOSED EXIT
PASSAGEWAY, INCLUDING WALKWAYS, TUNWL6 AND MALL$. PARTITION$,
RAIL5, COUNTER5,, AND OTHER SIMILAR SPACE DIVIDERS NOT OVER- V-T
IN HEIGHT A50VE THE FLOOR SHALL NOT BE CONSTRUED TO FORM CORRIDORS.
SEC 1005.1
CORRIDORESERVIN65ANDO=PANTLOAD OF10 OR MORE
BELESS T14AN f f
SEC M
2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 106HALL NOT
BE LES$ A ,r I, IN WIDTH,
SEC f` 0
ACCESSIBLE3. CORRIDORS WHICH ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED
200' IN LEW3714 5WALL HAVE A MINIMUM CLEAR WIDTH OF 60". F AN
SPACES
AT REASONABLE INTERVAI
#
ACCEPTABLE PASSING PLACE.
SEC 10052.2A. FIG JIB-34.
4. CIRCULATIONAISLESANDPEDESTRIANSHALL BESIZED ACCORDING
CLEARTO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS T14AN Mot'
IN r " :..
j
LEVEL A 16 DEFINED , h SPECIFIED SURFACE
1 THAT DOES NOT
HAVE
NOTE-
0* r -
BUILDING AND FACILITIES, FLOOROF •
PASSENGERLEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMP5j
ELEVATORSACCESS
SEC 112051
2. GROUND AND FLOOR SURFACES• f • AND IN ACCES615LE
ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMM, STAIRS, AND CURB
RANP5, SHALL BE STABLE, FIRM, AND 5LIF-fu-:51STANT.
SEC 11245,1 11205.2
A,LEVEL Up To 1/411MAY M VERTICAL AND WITHOUT
TREATMENT.
SEC 112452, FIG •
BE ACCCMlnf6I BY
MEANS OF A RAMP NO STEEPER THAN I VERTICAL TO 2 HORIZONTAL.
SEC 112452,
F CARPET OR r OR FLOOR SURFACE,
ALONGBE SECURELY ATTACHEDt HAVE A FIRM CUSHION, PAD OR BACKING OR No CUSHI
OR PADIt AND HAVE A LEVEL LOOP, TEXTURED LOOPI LEVEL CUT PILE, OR LEVEL
CjJTANCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT WALL BE 1/2". ExPoSED
EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND WAVE TRIM
OF • r EDGE. rr
COMPLY SECTION5
SEC 111,1453. FIG 115-15,
1. SANITARY FACILITIES THAT SERVE 5UILDING64, FACILITIES OR PORTION$ OF
BUILDING& ORF-ACLITIE6 THAT ARE REQUIRED TO BE
WIT14 016A51LITIE6 ARE REQUIRED TO BE ACCESSIBLE,
SEC !R
2. UPIERE SEPARATE FACILITIES ARE PROVIDED FOR NON -DISABLED PEER&X46 OF
EACH SEX, SEPARATE
..A FACILITIES SHALL PROViDED
FOR
PERSON$ WITH
DISABILITIES OF EACI4 SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED
FOR PERSOR$ WITHMT D*A51LME6, AT LEAST ONE UNISEX FACILITY SHALL BE
PROVIDED •DISABILITIES• TO
MON-ACCES615LE FACILITY.
SEC i
3. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY
A EQUILATERAL TRIANGLEEDGESAND y VERTEX
POINTING UPWARD.
w SANITARY BY
CIRCLE A
SEC " T14ICK AND I? IN DIAMETER,
DIAMETER,IN SUPERIMPOSED ON THE CIRCLE AND
WITHIN THE 12" DIAMETER,
5. GEOMETRIC (CIRCLE 4 TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL
SEC 111551�
.. r • ram• • .. ♦ THEIR • COLOR AND
SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND #
CONTRAST
,r 1,,,: THE R
SEC 1115B�5
NOTE. SEE ALSO SELECTION 11115.5.'3 FOR ADDITIONAL SlCiNAGE REQUIREMENTS
Ago-'LICA15LE TO 1
NOTE: SINGLE ACCOMMODATION SANITARY FACILITY 16 DEFINED AS "A ROOM
THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY FIXTURE, 16
INTENDED FOR USE BY
INSIDEAROUND THE TOILET, AND WAS A DOOR THAT CAN BE LOCKED ON THE
ROOM OCCUPANT
SEC /rt
.12
.. SHALL BE SUFFICIENT SPACE IN THE TOILETROOM FOR1 WHEELCHAIR
MEASURING 30" WIDE BY 4&" LONG TO ENTER THE ROOM AND PERMIT THE
SEC 11155.12
2. THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE Of AT LEAST 60" IN
DIAMETER, OR k 1 r y OR
NO DOOR $14ALL ENCROACH INTO TH16 SPACE FOR MORE THAN 12" EXCEPT
FOR THE PANEL DOOR TO ANY WATER C,05ET COMPARTMENT IF THERE 15 ONE.
SEC r 5
SPACE3. THE WATER CL06ET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A
MINIMUM 25" WIDE CLEAR SPACE FROM A FIXTURE OR A MIN" 3211 WIDE
CLEAR 1
• ONE SIDE.OTHER SIDE• r;
15" FROM THE CENTERLINE Of THE WATER CLOSET TO THE WALL. A MINIMUM
46' CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.
SEC;,FIG 115-1A
4, ALL DOORS, FIXTURE$ AND CONTROLS SHALL BE ON AN ACCE661BLE ROUTE WITH
A MINIMUM CLEAR
WIDTH OF EXCEPT A DOORS, A PERSON R is.IN L A R
ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 115-5E.
SEC MUST MAKE A TURN AROUND AN OBSTRUCTION, TWE MINIMUM CLEAR WIDT14 OF THE
i
NO wo-11115-
�.►
DR. EVAN
G�ORGIEFF
•:•
aaciffft
GfRA5 5AR6
1. GRAB BARS SMALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACK
OF THE ACCE5515LE TOILET STALL OR COMPARTMENT.
SEC 1115B2.1, FIG IIB-IA, B, 4 C.
2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END
POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK
END POSITIONED NO MORE THAN 12" FROM THE REAR WALL. GRAB BARS AT
THE BACK SMALL BE NOT LESS THAN 36" LONG.
SEC 11155.8.1. FIG 115-IA, 5, 4 C
3. GRAB BARS SHALL BE SECURELY ATTACHED 33" A50VE AND PARALLEL TO THE
FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET 16 USED WHICH OBSTRUCTS
PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36".
SEC 11155.5-1. FIG 115-IA,
4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL
BE 1-1/4" TO vR TWEI SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING
SURFACE. IF GRAB BADS ARE MOUNTED ADJACENT TO A WALL, THE SPACE
11
BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2.
SEC- 111551�,2.FIG 115- IC
5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS,
AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS -
SEC 11155.83
A 5ENDIWj 5TRE65 IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM
BENDING MOMENT FROM THE APPLICATION OF A 250-1-5 POINT LOAD
SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF
THE GRAB BAR OR SEAT.
SEC 11155,53,1
B. SWEAR 5TRE65 INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF
A 250-1_5 POINT LOAD SMALL BE LE66 THAN THE ALLOWABLE SHEAR
5TRE55 FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING
BRACKET OR OTHER SUPPORT 15 CONSIDERED TO BE FULLY RESTRAINED,
THEN DIRECT AND TORSIONAL 5HEAR5TRE56E5 SHALL NOT EXCEED THE
ALLOWABLE SHEAR STRESS.
SEC 11155W2
C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE
APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE
ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE
OR THE SUPPORTING STRUCTURE, WHICHEVER HAS T14E SMALLER ALLOWABLE
LOAD.
SEC 11155.833
D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A
250-1-5 POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION
OF A 250-1-5 POINT LOAD, SMALL BE LESS THAN THE ALLOWABLE WITHDRAWAL
LOAD BETWEEN THE FASTENER AND SUPPORTING 5TRXTURE.
SEC ll155.83.4
E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
SEC 11155W.5.
(o. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE
OF ANY SHARP OR A5RA5IVE ELEMENTS. EDGE-6 SMALL HAVE A MINIMUM RADIU6
OF 1/611.
SEC 11155Z.4
M, DRINKING FOUNTAIN&
1, IN NEW CONSTRUCTION ' WHERE ONLY ONE DRINKING FOUNTAIN AREA 16
PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH
IS ACCE5515LE TO NDIVIDUALS WHO USE U4EELC-14AIR5 IN ACCORDAJN�E
WITH PLUMBING CODE 1501 AND ONE ACCESSIBLE TO THOSE WHO HAVE
DIFFICULTY BENDING OR STOOPING. THIS CAN BE ACCOMMODATED BY
THE troE OF 41-LOW FOUNTAIN OR f3y 5UGH OTHER MEANS AS WOULD
ACHIEVE T14E REQUIRED ACCES5151LITY FOR EACH GROUP ON EACH FLOOR,
SEC 1111511
2. DRWNG FOUNTAIN& 614ALL BE LOCATED COMPLETELY WITHIN ALCOVE$
OR OTHERWISE POSITIONED 50 AS NOT TO ENCROACH INTO PEDESTRIAN
WAYS. THE ALCOVE IN W141CW THE WATER FOUNTAIN 15 LOCATED SHALL BE
NOT LESS THAN 32" IN LVIDTH AND 16" IN DEPTH.
SEC 1111B.12. FIG 18-3
3, DRINKING FOUNTAINS SHALL BE A MINIMUM OF 16" IN DEPTH AND THERE
6WALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE
DRINKING FOUNTAIN NOT LE56 THAN 21" IN HEIGHT AND 8" IN DEPTH,
THE DEPTH MEASUREMENT 5EM TAKEN FROM THE FRONT EDGE OF THE
FOUNTAIN.
SEC 1501.1 FIG 115-3
4. THERE SHALL BE TOE CLEARACE 01 IN WEIGHTABOVE 17WE FLOOR, AND
17 IN DEPTW FROM THE FRONT EDGE OF THE FOUNTAIN. SEC 1501J
SIDE APPROACH, DRINKING FOUNTAIN 16 NIOT ACCEPTABLE.
SEC 1501J
(o. THE DRINKING FOUNTAIN 5U55LER SHALL BE ACTIVATED BY A MANUALLY
OPERATED 6)"STEM NOT REOWRING A FORCE GREATER THAN 5 LEF, TWAT
15 LOCATED WITHIN (o" OF THE FRONT EDGE OF THE FOUNTAIN OR AN
ELECTRONICALLY CONTROLLED DEVICE (PREFERABLY).
SEC 15012-1. FIG 115-3
1. THE 5U55LER OUTLET ORIFICE SMALL BE LOCATED WITHIN III OF THE FRONT
EEX -E OF THE DRINKING FOUNTAIN AND WIT14INI 36" OF THE FLOOR T44E WATER,
5TREAM FROM THE 5U55LER $HALL BE SU56TANTIALLY PARALLEL TO THE
FRONT EDGE OF THE DRINKING FOUNTAIN -
SEC 15012-1. FIG 115-3.
N. FU5LIC TELEPPONE6
I. IF PUIBLIC TELEPHONES ARE PROVIDED, THEY SMALL BE MADE ACCES615LE
TO THE EXTENT REQUIRED BY THE FOLLOW114S TABLE:
SEC 111152]
01
0
in
I OR AT LEAST 501/o OF TELEPHONE UNITS
PER FLOOR
♦
LEAST 501/o OF TELEPHONE UNITS
OOR
I OR AT LEAST tiO% OF TELEPHONE UNITS
PER FLOOR -AT LEAST I TELEPHONE PER
FLOOR SHALL MEET THE REQUIREMENTS
FOR A FORWARD REACH TELEPHONE
QCONTROL5 4 OFE TING M CHAN15M6
1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCE561BLE BY
SECTION 101,11.1-10 SHALL COMPLY WIT14 THE REQUIREMENT$ OF SECTION 11115to
SEC 11115.6.1
2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11165.4 TWAT ALLOWS A
FORWARD OR PARALLEL APPROAC44 BY A PERSON USING A WHEELC14AIR SMALL
51EPROYIDED AT CGNTROL6, D,15PN-5ER15� RECEPTAGLE5, ANNED ONIER OFI-FRA13LE
EQUIPMENT.
SEC 11115fo.2
3, THE HIGHEST OPERABLE PARrl OF ALL CONTROLS, DISPENSERS, RECEPTACLES,
AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 45" OF THE FLOOR
BUT NO LOWER T14AN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT
LOWER T HAN S" IF SIDE APPROACHED.
SEC 11115.63
4, CONTROLS AND OPERATING MECHAN15M6 SHALL BE OPERABLE WITH ONE HAND
AND SHALL �10-j REQUIRE TIGHT GRANPiWu, PNCHIN66, OR TW15TM OPF THE UJR15T
THE FORCE REQUIRED TO ACTIVATE CONTROL$ SHALL BE NO GREATER THAN 5
POUNDS OF FORCE.
SEC 11115.6.4 4 15012A
5. NON-COMMERCIAL KITCHEN AND COUNTER BAR SINKS LOCATED IN COMMON USE
AREAS $14ALL HAVE FAUCET CONTROLS AND OPERATING MECHANISM$ OPERABLE
WITH ONE HAND IN ACCORDANCE WITH SECTION 11185 AND SHALL NOT REQUIRE
GRASPING, PINCHING, OR TWISTING OF THE WRIST. T14E FORCE REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO GREATER TWAN 5FLF. LEVER -OPERATED, PUSW-TYPE,
AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE
DESIGNS,. SELF-C",06ING VALVES ARE ALLOWED IF THE FAUCET REMAINS, OPEN
FOR AT LEAST 10 6EC006.
SEC 150a2
(o. VENDfW3 MACHINES SMALL BE IN6TAILLED IN COMPLIANCE WITH SECTION
111113b THROUGH 11115.6.4.
SEC 11265
F, HAZARD6 4 PROTRUDING 05JECT5
1. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN
ADJACENT STREET OR DRIVEWAY, EXCEEDING 411 IN A VERTICAL DIMENSION,
SUCH AS AT PLANTERS OR FOUNTAIN$ LOCATED N OR ADJACENT TO WALKS,
SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED 5Y WARNW-i
CUF436 PROJECTINIS AT LEAST (o" IN HEIGHT A50VE THE WALK OR SIDEWALK
SURFACE TO WARN THE 5L IND OF A POTENTIAL DROP 01
SEC 1024.1
2. W14ERE A GUARDRAIL OR HANDRAIL 15 PROVIDED, NO WARNING CURB 15 REQUIRE
WHEN A GUIDERAIL 15 PROVIDED CENTERED 3" +/- I" A50VE THE SURFACE OF
THE WALK OR SIDEWALK, THE WALK 16 5 PERCENT OR LESS GRADIENT, OR NO
ADJACENT HAZARD EXISTS.
SEC 1024.1. FIG 115-21(5)
3OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGE$ BETWEEN 2111
AND W" A50VE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO
WALK5, WALL$. CORRIDORS, PASSAGEWAYS, OR AISLES.
SEC 11215.1. FIG 115-1A
4, OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 21" A50VE THE
FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALL$, CORRIDOR�
PA65AGEUJAYS OR A15LES.
SEC 1121511 FIG 115-1A
5. FREE-6TANDING OBJECTS MOUNTED ON P06TS OR PYLON$ MAY OVER14AWG 1211
MAXIMUM MOM 21" TO W" ABOVE THE GROUND OR FINISHED FLOOR,
SEC 105.1
(o. PROTRUDING OBJECTS 64ALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESS15L
ROUTE OR MANEUVERINS SPACE.
SEC 11215.1
1. WALKS, WALL$, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION
SPACES SHALL HAVE W` MINIMUM CLEAR HEAD ROOM
SEC 112152, FIG 115-IA
ANY 056TRIZTION THAT OVERHAWG6 A PEDESTRIAN WAY SHALL BE A MINIMUM
OF W` A50VE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE
055TRXTIOK
SEC 1024-2. FIG 115-2$,
S. WHERE A GUY SUPPORT 16 USED PARALLEL TO A PATH OF TRAVEL, INCLUDING,
BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, 51DEWALK GUY OR 51MILAR
DEVICE SHALL BE USED TO PREVENT AN OVERHAWGING OBSTRUCTION AS
DEFINED,
SEC 1024.2
Q. 5FACE ALLOWANCE 4 REACH RANGE5
L TWE MINIMUM CLEAR FLOOR OrR GROU�0. SPACE REOJIRED TO ACCOMMODATE
A SINGLE, STATIONARY W14EELCHAIR AND OCCUPANT 15 3011 BY 48"- (THE
MINIMUM FLOOR OR GROUND SPACE SHALL BE INCREASED TO 4211 By '4611
WHEN SUCH SPACE 16 PERPENDICULAR TO AN ADJACENT SEATING SPACE.) THE
MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE
POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT CLEAR
FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF T14E KNEE SPACE
REQUIRED UNDER SOME OBJECTS.
SEC 1111523 4 11185AJ. FIG 115-5A 4 13-
2. ONE FULL UNOBSTRUCTED 61DE OF THE CLEAR FLOOR OR GROUND SPACE FOR A
U)4EELCHAIR 6HALL ADJOIN OR OVERLAP AN ACCES61BLE ROUTE OR ADJOIN
ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE
FOR A WHEELCHAIR 16 LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL
OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE
PROVIDED
Sic nw' 4 11186.4.2. FIG Ii5-5A, i.
3, THE SPACE REQUIRED FOR A WHEELCHAIR To MAKE A IW DEGREE TUI;N 15 A
CLEAR .;PACE OF 60" DIAMETER OR A T-5HAPED SPACE.
SEC Ille63, FIG 115-12(A) 4 (5)
4. THE MINIMUM CLEAR WIDTH REQUIRED FOR A WHEELCHAIR TO TURN AROUND
AN OBSTRUCTION SHALL BE 3V WHEREE THE OBSTRUCTION 16 400 OR MORE IN
LENGTH AND 42" AND 4a" W14ERE THE OBSTRUCTION 15 LE IS THAN 48" IN' LENGTH
FIG 115-5E.
5. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SMALL BE 3211
AT A POINT (2411 MAXIML41 LENGTH) AND mo" CONTINUOUSLY.
SEC 111851 FIG 115-10.
It
(o. T14E MIN" WIDTH FOR TWO WHEELCHAIRS TO PA55 16 60.
SEC 111652. FIG 115-11
1. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT,
THE MAXIMUM WIGH FORWARD REACH ALLOWED SHALL BE 48". SEE FIGURE 115-59A).
T14E MINIMUM LOW FORWARD REACH 16 15". IF TWE HIGH FORWARD REAC14 15 OVER AN
OBSTRUCTION, REACW AND CLEARANCES SMALL BE AS SHOW IN FIGURE 115-5C(5)
SEC 111885
8. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A
WHEELCHAIR, THE MAXIMUM HIGH SIDE REAC14 ALLOWED SMALL BE 54" AND T14E
LOW SIDE REACH $14ALL BE NO LES$ THANB" A50VE THE FLOOR AS SHOWN
IN FIGURE$ 115-5D(A) 4 (5) IF THE SIDE REACH 16 OVER AN OBSTRUCTION,
THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 115-5D(C),
SECII65/0.
e Ardraqm# IIZ
NOTE L GENERAL EMPLOYEE AREAS ARE "THOSE AREAS COMMONLY USED BY
MULTIPLE EMPLOYEES, SUCH A6 RE6TR00I 5REAKROOM6, CONFERENCE
AND MEET$6 SPACE, ETC." EVEN WWENITHESE AREAS ARE RE6TRICTED FOR
EMPLOYEE USE ONLY, THEY MUST COMPLY WITH TITLE 24 ACCE6$15LITY
REQUIREMENTS.
2. SPECIFIC WORK 5TAT046 15, 11W, MED TOMEAN "FLACE6 WHERE IND[VIDUAL6
DO THEIR WORK, SUCH AS A CHEFIB CHOPPM BLOCK IN A COMMERCIAL
RESTAURANT OR A COMPUTER TERMINAL IN AN OFFICE." THESE WORK STATION$
AIRE NOT REQUIRED TO BE ACCESSIBLE THEMSELVES EXCEPT THAT A16LEAND
FLOOR AND LEVEL REQUIREMENTS MUST BE MET AND ENTRYWAY5 MUST BE
AT LEASTCLEAR WIDTH.
L 6PECIf IC WORK STATIONS, WITW THE EXCEPTION, OF WOFK. STATIONS IN SALE$
FACILITIES, CHECK6TANDS, TICKET BOOTHS, AND OTHER WORK 6TATION6 WITH
SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OF THE REGULATION$,
NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRY-
WAYS SHALL BECLEAR WIDTH,
SEC 112352
2, EMPLOYEE WORK AREAS SHALL BE ACCE5515LE BY MEANS OF A 36" MIN"
AISLE AND A 32" MINIMUM CLEAR OPENING DOOR WIDTH.
SEC 4 lloea.5
3. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE DIVISION OF
THE STATE 4RCHITECT/ACCE55 COMPLIANCE SECTION IN THE CALIFORNIA
BUILDING CODE, PLUMBING CODE, AND ELECTRICAL CODE.
SEC 112351 v
1. W14ERE FIXED OR BUILT-IN 6EATM, TABLES, OR COUNTERS ARE PROVIDED FOR
THE PUBLIC, AND IN GENERAL EMPLOYEE AREA6,59.', BUT NEVER LE66 THAN I.
MUST BE ACCE5615LE, AS REQUIRED IN SECTION 11225,
SEC 1122B.1
2. THE TOFva OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR
GROUND.
SEC 11225,4
3, IF SEATING FOR PEOPLE IN WHEELCHAIR$ 15 PROVIDED AT FIXED TABLES OR
COUNTERS, KNEE SPACES AT 21" HIGH, 30" WIDE, AND IS" DEEP SHALL BE
PROVIDED.
SEC !122B.3. FIG ]IS-13.
4. IF SEATING SPACES FOR PEOPLE N WHEELCHAIII ARE PROVIDED AT FIXED
TABLES OR COUNTER5CLEAR FLOOR SPACE COMPLYING WITH SECTION it
SHALL 5E PROVIDED, SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE
SPACE BY MORE THAN IS".
SEC 112252. FIG 115-13
U. 6TORAGE FACILITIE6 4 AREAS
I. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSET$, OR DRAWERS
ARE PROVIDED W14ERE ACCF-66 15 REQUIRED BY SECTION 101.1111, AT LEAST ONE OF
EACH TYPE SHALL BE ACCESSIBLE IN TERMS OF CLEAR SPACE REACH RANGES
AND HARDWARE. ADDITIONAL STORAGE MAY BE PROVIDED aTfSIDE OF REOL15&tD
REACI4 RANGES.
SEC, 112551 FIG 115-5D
2. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" THAT ALLOWS EITHER FORWARD
OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SMALL BE PROVIDED
AT ACCESSIBLE STORAGE fACILITIE5.
SEC 11255.2. FIG il5-5A
3. ACCESS15LE STORAGE SMALL BE WITHIN AT LEAST ONE OF THE WEIGHT RANGES
1;PEGFIED IN SECTION 111855 4 11185.6.
SEC 1125133
4, HARDWARE FOR ACCE5615LE STORAGE FACILITIES SHALL BE WITHIN AT LEAST ONE
OF THE HEIGHT RANGES SPECIFIED IN SECTION 11165.5 4 IlWk AND SHALL BE
OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
OR TWISTING OF THE WRIST. THE FORCE I;zr:QUlnf) TO ACTIVATE THE HARDWARE
SHALL BE NO GREATERTRAN 5 POURM TOUCH LATCHESAND U-SHAPED PULL$ ARE
ACCEPTABLE.
SEC 1125B.4
r7- CLOTHES RODS SHALL BE A MAXIMUM OF 54" FROM THE FLOOR FOR A SIDE APPROACH.
W14ERE T14E DISTANCE FROM THE WHEELCHAIR TO THE CLOTWE6 ROE) OR SHELF EXCEEDS
10" AS IN CLOI WITHOUT ACCE6515LE DOM, THE HEIG14T AND DEPTH TO THE ROL) OR
&tLF SHALL COMPLY WITH FIGURE IIB-5D.
SEC 112553
(o, THE DOORWAY PROVIDING ACCESS TO STORAGE AREAS SMALL BE NOT LESS THAN
32" IN CLEAR WIDTH. STORAGE AREAS SMALL BE MADE ACCESSIBLE AS REQUIRED
IN SECTION 1125a
SEC 110553b3, 110115.32, 4 111052.2.
v. ELECTRICAL
j, THE CENTER OF JUNCTION poxEs FOR i;_Eqepuarz off Len SMALL BE INSTALLED
AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE
REQUIREMENTS OF SECTION 11185.
SEC 1111563 4 210-1 (GR
2. T14E CENTER OF THE GRIP OF THE OPERATINGG HANDLE OF CONTROLS OR SWITCHES
INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL
LIGHTING AND RECEPTACLE OUTLET6, APPLIANCES, OR COOLING, HEATM, AND
VENTILATIWS EQUIPMENT SMALL MEET THE REQUIREMENTS OF PART 2,
CALIFORNIA BUILDING CODE (CBC), SECTION 11185, SPACE ALLOWANCE AND REACH
RANGES, FOR PERSONS WITH DISABILITIES -
SEC 3W-6(CD
3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED
4611 A50VE THE LEVEL OF T14E f LOOK WORKING PLATFORM, GROUND 5LIFFACE,
OR SIDEWALK.
SEC 160-13
4- THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS, IN ANY OCCUPANCY
WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH
THE PROVISION$ OF THE CALIFORNIA ELECTRICAL CODE.
SEC 1201.
I - A A I NO I FAIN M' N�ffmm,
I. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY $14ALL ACTIVATE A
MEANS OF WARNINS THE AEARIINIG IMPAIRED.
SEC 11145.25 4 1204(A)
2. APPROVED NOTIFICATION APPLIANCES FOR T14E HEARING IMPAIRED SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF NFFA 12G N THE
FOLLOWING AREAS:
CH 35, SEC 2-49.1,
A. RESTROOM5.
B. czRRIDOR6.
C. MUSIC PRACTICE ROOM6.
D- BAND ROOMS.
E. GYMNASIUM$.
F. MULTIPURPOSE ROOMS.
G. OCCUPATIONAL SHOPS.
H. OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS HEARING OF THE FIRE ALARM.
1. LOBBIES.
J. MEETING ROOMS.
K_ ANY OTHER AREA FOR COMMON USE.
3. STROBE SIGNALING DEVICES REQUIRED FOR TH ARING IMPAIRED SMALL BE
STATE FIRE MARSHALL APPROVED AND LISTED.
SEC 1203 (C)
4, NOTIFICTION APPLIANCES FOR THE HEARING IMPARIED SHALL ALSO BE PROVIDED
WITH THE FOLLOWING-
NPPA 12G, SEC 6004(l)
A AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHOULD
HAVE A SOUND LEVEL OF NOT LESS THAN 15P15A AT 10' OR MORE THAN 1101)5A
AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE.
CH 35, SEC 3-1.1.1.
B. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PRIVATE MODE SHOULD
HAVE A SOUND LEVEL OF NOT LESS THAN 45DBA AT 10' OR MORE THAN IIODBA
AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE.
CH 35, SEC 3-1.12
C. A SPECIFICATION VALUE NOT TO EXCEED 3 FLASHES PER SECOND AND NOT
SLOWER THAN I FLASH PER SECOND.
CH 35, SEC 3-23.1.
D. A CLEAR OR NOMINAL U941TE COLORED LIGHT 5OURCE.
CW 35, SEC 3-233,
E. PLACEMENT AS LOW AS POSSIBLE, BUT NO LOWER THAN A MINIMUM OF W11
(2 METERS) ABOVE THE FLOOR AND A MINIMUM OF (o" (O.D METER) BELOW
THE CEILING.
CH 35, SEC 5-2.1.1.
F. NOTIFICATION APPLIANCES FOR OCCUPANCIES REQUIRED TO COMPLY WITH
THE AMERICANS WITH DISABILITIES ACT (ADA) SMALL COMPLY WITH THE
FOLLOWING:
CH 35, SEC 3-2.414 4 SEC 5-2Jfo.
a.) A NL5114G LIGHT SOURCE OF NOT LESS THAN 15 CANDELA SHALL BE
PROVIDED.
b.) NO PLACE IN ANY ROOM OR SPACE REQUIRED TO HAVE A V16UAL SIGNAL
APPLIANCE SMALL BE MORE THAN 50'(15 METERS) FROM THE SIGNAL (N THE
HORIZONTAL PLANE) IN LARGE ROOMS 40 SPACES EXCEEDING 100'
(30 METERS) ACROSS, WITHOUT OBSTRUCTIONS V (2 METERS) ABOVE THE
FINISHED FLOOR, SUCH AS AUDITORIUMS, DEVICES MAY BE PLACED AROUND
THE PERIMETER SPACED A MAXIMUM 100' (30 METERS) APART, IN LIEU OF
51,16PENDIN66i APPLIANCES FROM THE CEILING.
C.) NO PLACE IN COMMON CORRIDORS OR HALLWAYS N WHICH, V15UAL ALARM
SIGNALING APPLIANCES ARE REQUIRED SHALL BEM THAN 50'(15 METERS)
FROM THE SIGNAL.
rowl 0 2
GENERAL & ELECTRICAL
CONTRACTORS
PO BOX8956
ANAHEIM, CA 92812
-r A
]DR. EVAN
`R_ I E F
616 W. EDINGER A
m
Z 1. "I'll, 0907.1
I IRSIM,
h PROJECT NO:
CAD DWG FILE:
DRAWN BY:
CHECKED BY:
SHEET TITLE:
n Iffil Ark��
An S�ml
ARCHITECT
NOTE: X=1 2" 1 DOOM HAS NOTE: Y48" MIN. IF DOOR NOTE: Y-48" _ . IF DOOR
BOTH CLOSES AND LATCH HAS BOTH LATER AND CLOSER HAS CLOSER
54'DOOR DOOR
MIN.
DCaC)R
51DE 51DE FU% SIDE
DOOR BOTTOM PITH
2' MIN. NEOPRENE HEATHER,
ST1�:I PPI NG
I : 2 SLOPE
METAL THRESHOLD SIGN
If
(MAX.) (HANDICAP ACCESSIBLE) C>
VERIFr FINISH 01 2- OONT. ® CONTRACTOR:
BEADS OF CAULK. s
FLOOR LINE � 12" DIAMETER 12" TYPICAL
c%.
PULL SIDE PULL SIDE PULL 51DE s � o "
;, �,� .:�� �-� ; � �;. � ,t < < �,� f�,f,.� �� � ;�r =';� %`� � � SIGNS TO BE 1 %4 THICK IN
,1 �' ; ,, r . , ., , "I.0 IN 5C2 ACCE5515ILIs,i.�Y w c
CONTRASTING COLOR TO DOOR
SIGN $rr
AllCu GENERAL ELECTRICAL
INTEMOR THRESHOLD WOMEN MEN x CONTRACTORS
2$" RED x 2` MIN. DETAIL t y _ x
160 MIN. SCALE: N.T.S. `� PO BOX 8956
DOOR MOUNTED SIGNAGE I:10 5 IDE SLOPE jNEE . 5T01 A.NAHEIM, CA. 92812
Ti
a +f
NOTE: IF Y=04, V =36" NOTE: Y-54" IF DOOR S CLOSER t - HANDICAP
f HANDICAP P
reIF Y-54, N X=42it 5FAGE 4 NICAPSPACE
LOADING,;/STRIPES 3(O °' OC
FRONT APPROACHES -SWINGING DOORS HING SIDE APPROACHES -SWINGING DOORS LATCH SIDE APPROACHES -SWINGING DOORS 32" MIN.
° 4 TYPICAL PAVEMENT CONSULTING ENGINEER
DIREU110N ut, )AYFROACH I-IANI�IC3� 5i1�1501�
MIN. 2'M1N
WEIGHT OF LETTERING TO BE r rr A " r rr F �Sl��!
q
DETAIL 5/6" MIN, TO 2" MAX UPF'ERCAvE
~
W! 1132'° RAISED LETTERS, TYF. VAN ACCE6515 E
No, C-W720
�
32
" Mlt�. CORRESPONDING GRADE II BRAILLE
low OFC
NOTE:
m7i -F-X -r-'% -r--l"T T A
1. MOUNTING LOCATION ALL A FER50N TO APPROACH WITHIN 3" OF SIGNAGE WITHOUT OWNER:
EN TERIi OTRUDINCG 05JECTS OR 5TAND1N65 WITHIN THE SWING OF A DOOR
FRONT APPROACHES —SLIDING DOORS SLIDE SIDE FRONT APPROACHE—SLIDING DOORS LATCH SIDE FRONT APP CACHE —SLIDING DOORS 2• WALL MOUNTED 5IGNAC�E TO �3E LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF
DOOR SWING. MOUNT AT 60CENTERLINE TO OF SIGN FROM FINISHED FLOOR.
AND FOLDING DOORS AND FOLDING DOORS AND FOLDING DOORS 3, SIGNS SHALL BE PLEXI. COLOR GRAY T.B.S. FINISH MATTE.
li-K p I iAN
NOTE: ALL DOORS IN ALCOVES SMALL COMPLY WITH THE FIG. 25 fib}
Ulf CLEARANCES FOR FRONT APPROACHES MANEUVERING CLEARANCES AT DOORS HINGED DOOR GT
vkjk-jRWAY APPRO 'A' C-H32" MIN. 1 W. EDINGER AVE
SCALE: N.T.S.
SLIDING DOOR
1'-5°' MIN.
32'° MIN.
DARK BLUE BACKGROUND DENTAL OFFICE
EQUAL TO COLOR NO, 15 W UNAUTHORIZED VEHICLES ENTRANCE PATIO
IN FEDERAL STANDARD �'BE55 PARKED IN DESIGNATED
FOLDING DOOR TWO COATS MIN, ACCESSIBLE SPACES NOT 1" MIN. LETTER HEIGHT
,> HEIGHT32 MIN_ WHITE FIGURE - z2" WIDE DISPLAYING DISTINGUISHING
STRIPPING FOR 38-err PLACARDS OR LICENSE SYMBOL TWO COATS MIN.
PLATES ISSUED FOR..
•� PERSONS WITH DISABILITIES
Pa � MAY BE TOWED AWAY PORCELAIN ON STEEL
MA OF4" 1 -` PORCELAIN OR STEEL REFLECTORIZED SIGN � AT OWNER'S EXPENSE. REFLECTORIZED SIGN
WITH BEADED TEXT OR EQUAL TOWED VEHICLES MAY BE
- i"IOUNT CENTERED AT 3� I-I1�1~I ON �1,4LL e
OR +W" HIGH TO THE BOTTOM RECLAIMED AT
OF THE METAL P05T
� y �° El
OR
z (0) 2 INFORMATION FOR
MAXIMUM DOO Y DEPTHBY TELEPHONING ITEMS 1,2 AND 3
FIG. 24 TWO COATS OF PAINT ON 5URFACE OF 3 TO BE SUPPLIED BY
PARKING AREA CENTERED ON STALL OILER
cLEARACCESs CLEAR DOORAAY NOTH AND DEPTH
\SPACE
DOOR CLEARANCE
—$` ----- SCALE: N.T.S. NOTE: SIGN MOUNTED ON 2" DIA. G.I. PIPE Ulf S" DIA. X 16" DEPTH
CONIC, FOOTING.
953842ra
PLAN AT
DRINYJNG FOUNT.A.IN
(b)
CLEAR FLOOR SPACE
N16 R
z
EQUIPMENT PERMITTED IN SHADED AREA v�.vE
— MARK DATE IDENI DESCRIPTION
a — PORCELAIN ON
SPOUT HEIGHT A � �° M1�1 STEEL, REFLECTORIZED
KNEE CLEARANCE SIGN, 1 . IN. MIN, ISSUE:
Iq" MAXIKH
PROJECT NO:
M CLE-AR FLOOR SPACE CAD DWG FILE:
SIGN MOUNTED ON 2"
DRAWN BY:
DIA. C.I. PIPE
CHECKED BY:
SHEET TITLE:
��» __------ 5" DIA. X 15" DEPTH
� M:N. max. �
SECTION ZT CONIC, FOOTING
DRINKING FOUNTAIN� � � FINISH GRADE
71, A 'A O AD
S
PLANS
ELEVATION
® 32 SHEET NUMBER:
FolRw�� R�cFI IXQuIREIa AD
NELU aT IPINS f=ER
C I T`r' Of: BANTA ANA
(T` F)
NEW PLANTER
NEW CRAPE MY'RTL
-NEW GR
o coVE
D 0
I5 14
t`$i-291
28 241-511 1b 13 -
21 I
e
I
4 e
p.p 92 i
@i I
F
8
26
3 j
C�
9 25 cRETE DRIVE C NC TE STOP z ADA SIGN LOC TiON —
DISALED ACCESSIBLE
z PARKING PER 2001 C5C b VAN ACCES6151.
IS "P (E) CURIB
24 AD A LOADING =
z
Ars
20 g
Fff
a a v 2
♦ a . e ADA SIGN LOCATION
♦ ♦ V
s v i a
e V V
V i V V
ama♦. 20
♦ e e V i V
V V a V
e'a`e`e is 22 �
a
e a V
Tf
Ore V V♦ V V V
♦ s
eama am
♦ a a a a �� f�-^^'
V ♦
♦ V V
21 ♦ e m e V v
e`eia` 24-011
m a ♦ a
a V V
(E) DRIVEWAY
m m i♦ i V i
♦ ♦ a
e V m e ♦
e e r ♦ a
mia iai
e e V V V v
vm a
4
i - 0
Nm
SITI045 FROM RAMPS TO WALK5,6AITTER5, OR STIEETS SHALL BE FLUSH AND 24'--2"
FREE OF ABRUPT CHANGES,, EXCEPT THAT THE LOWER END OF EACH 0,IR5 RAMP SHALL
HAVE A 112" LIP BEVELED AT 45 DEGREES, (E) DRIVEWAY
MAXIMM SL $ OF ADJOINING WMImo, ROAD ACE IATELY ADJACENT
TO THE CURB RAMP OR ACCE6515LE ROUTE, SHALL NOT EXCEED I:20 WITHIN 4' OF
THE TOP AND BOTTOM OF THE CUR5 RAMP THE SLOPE OF THE FANNED OR FLARED
SIDES OF Ctft R411*6 SHALL NOT -EXCEED 1 VERTICAL TO 10 HORIZONTAL.
A LEVEL LAR.> NG 4' DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB
RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR
TEE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED
I VERTICAL TO 12 HORIZONTAL.
THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIR" I,
AND SLIP-RESITANT AND SHALL BE CONTRASTING FINISH FROM THAT OF THE
ADJACENT SIDEWALK
ALL aftRAMPSSHALL HAVE A GROOVED BORDER 12" WIDE AT LEVEL a4RFACE
a THE 510 UTALK ALONG THE TOP AND EAQ4 SIDE XMATELY 3/4" ON
CENTER. ALL CURB RAMPS CON5TRIICTED BETWEEN THE FACE OF THE CURB AND THE
STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK
A CURS RAMP SHALL HAVE A DETECTABLE WAFNING THAT EXTENDS THE RILL WIDTH
AND DEPTH OF THE CURB RAMP INSIDE THE GROOVED BORDER WHEN THE RAMP
SLOPES IS LESS THAN I VERTICAL TO IS HORIZONTAL. DETECTABLE WARNINGS SHALL
CONSIST OF RAISED TRLINCATED DCME6 WITH A DIAMETER OF NOMINAL 020, AND A
CENTER -TO -CENTER SPACING OF NOMRAL 2.35", iN COMPLIANCE WITH FIGURE
18-23. INAL`', AS USED WERE, SHALL BE IN ACCORDANCE WITH SECTION
12-31-002, STATE REFERENCED STANDARDS CODE. T14E DETECTABLE WARPING
$WALL CONTRAST VISUALLY WITH ADJOINING affACES, EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT. THE MATERRAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL
PART OF THE WALKING SURFACE. THk: DOMES MAY BE CONSTRUCTED IN A VARIETY
OF METHODS, INCLUD G CAST -IN -PLACE OR STAMPED, OR MAY BE PART OF A
GATED 6URFACE TREATMNT.
CURB R41P5 SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY
FAR4<EP CARS.
q q q
ROUTE OF TRVEL
42 42
WALKWAY
0
Am
CA
c45
�
0
SITE PLAN
NORTH
CROSS LOT AREA 22,455 SOFT
STRUCTURE EXISTING
(E) 616 W EDINGER 1,300 SQ FT
ADDITION
61(o W. EDINGER 120 SQ FT
TOTAL 616 W. EDINGER 1,420 SQ FT
STRUCTURE EX16TING
(E) 620 W. EDINCER 2,252 SQ FT
TOTAL STRUCTURE 3k12 SQ FT
PARKING
5PACE5 PROVIDED 32 (INC. 2 WANDICAP)
I VAN ACCE55113LE
OCCUPANCY 52
ZONE C
CONSTRUCTION TYPE V-NR
SPRINKLERED NO
i-s
GENERAL & ELECTRIC
CONTRACTORS
•O BOX 8956
Y
f .
No. C-OQ720
hvAN
ly c
c
DENTAL OFFICE
ENTRANCE PATIO
ENCLOSURE
t
r2ff yl� �
I
rglo'MllMUM
m
MI
LINE OF
il
on
I
EXISTING TO REMAIN
(E) DOOR
t'
!t
pi SEE
\\A
TONST
f }
1
4
Ix
I.
4a1
i Y
C &TIN G -�
3010 NCB;-CL05U co i
! EPT DOOR WARNS AFMA
7 5-THRU
+34" HIGH MAX COUNTER EIGHT
X15T) $TO FRONT 1/4" CALi
55 CEILINGMO NT EXIT SIGN
RELOCATED STOREFRO LOCATION (EE FIRE DEPARTI
GLAZING FOR SPECIFIC REQUIREMENTS)
30 305(o xrA
FIXED FIX D FIXED 1/2" MAX. THRESHOLD
(TEMPS RED GLASS)
PANIC HARDWARE OR PUSH
DEVISE DOOR
3010 STOREFRONT
a ENTRY DOLOR 1
12-1E1 5-11 1,-9I1
IGla—Cy11
MAXIMUM NUMBER OF EMPLOYEES : 4 PEOPLE
THUS ONE ACCESSIBLE TOILET EXISTING; PROVIDED
CONTRACTOR OR TO VERIFY:
GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH C15C CHAPTER 24,
EX51TNG HVAC TO REMAIN CONTRACTOR TO VERIFY LOCATIONS OF NEW DUCT WORK
EXISTING ELECTRICAL TO REMAIN, CONTRACTOR TO VEIRFY LOCATIONS OF NEW ELECTRICAL
LIGHTING AND OUTLET LOCATIONS PRIOR TO CON6TRUCTION
NOTES
C E Y EE $ P.
r Pw
tl
DOOR � s E`m
.ems
tpS:x,4, rg$� i
f a'...p! ? iRi i t z:: 4 '�. k^l.. L .. nL� `i t D:.l�t� � EavH .
. k. ° $1 �V
'�`��y C��3� h y '� t � YO 3(.. da'wH 'd
�U � � i i ft�$�d !� � 0. d 3�h' 4�r i � riiRvi fi S
P LI
O rL
—rW o ! Cwo pj c fZ A 4,oC 0
C•
EXI5TIW3 WALL TO REMAIN
EX15TM WALL TO BE REMOVED
NEW 21X41 WALL o Doll O.C. W1
518" DRYWALL (INTERIOR)
1 /8" STUCCO (EXTERIOR)
- ALL PLUM51NG WALL TO
BE 21X(o1 a I(o11 O.C.
im
FIRE BLOCK DRAFT STOPS IN COMBUSTIBLE
CONSTRUCTIONCON&TRUCTION IN ACCORDANCE WITH THE
CBC
FIRE SMOKE DAMPER LOCATIONS, INSTALLATION REQUIREMENTS AND REQUIRED ACCESSS DOORS
REFER TO CBC SECTIONS 113.10,113.11,113.12 AND MECHANICAL
CODE SECTION 605
-11.511
�1�31i
ALL ENCLOSED PORTION$ Cht THE BUILDINGS CUSTOMARILY BY HUMAN BEINGS
0- TILATION SYSTEM.
6UCH MECHANICALLY OPERATED VENTILATION 6Y5TEM $HALL BE CAPABLE
OF SUPPLYING A MINIMUM OF 15 CU51C FEET PER MINUTE OF OUT51DE AIR PER
OCCUPANT OCCUPIED.-
ITY
OF AIR AT A REG16TER EXCEEDS 10 FEET PER SECOND, THE REG16TER SHALL BE
PLACED THAN a FEETABOVE THE FLOOR DIRECTLY SECTION0
OPERATEDTOILET ROOM6 SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM
CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY
BE DIRECTLY a THE OUT51DE FROM
19141ZI i.0K, DI
GENERAL & ELECTRICAL
CONTRACTORS
PO BOX 8956
ANAHEIM, CA 92812
>
CONSULTINGENGINEER
`
�t
m
r.
OWNERS
TA PjVAN
b lE
rep
f Sz + d
upluRGIri-r
a M
616 W. EDINGERA y t�k
PTAN
v PMOLITION T
FLOOR PLAN
a�^
k
wmmua�
• . • r • t
SPACERS MA K BE 5LOTTEO ANCLE5 OR GHANNEL5
WITH "DIAMONO PO1NT5" OF 5PRIN0 STEEL WH16H
5NAF TIGHT TO PREVENT MOVEMENT OF STRUT
CHANNEL
F " MAX OR 114 OF THE LENGTH OF THE
EW RUNNER kqHICHEVER IS LE55 e" MAX OR 114 OF THE LENGTH OF THE
4 '5UL5 FLOURE5CENT LIGHT END RUNNER WHICHEVER 15 LE55
a 12 &A HANOER WIRE 12 6A HANGER WIRE 112,"
X WALL
4T FIXTURE WALL moL.
MIN 13,E TI&HT TURNS MIN (33) T1614T IVRN i ' �,a*.iOL
1
_,15LOTTEO ANGLE
SUPPLY 5F HORIZ
RINGSHA. - --- -----
NAIL, NAILS AT
ACOU5TIG PANEL ENDS OF AGOU5TIG FAN
MAIN OR CRO 5 5 RUNNER HORIZONTAL 5TRUT5 MAIN OR GRO55 RUNNER
POI'' RIVET ARE TO BE PLACEIJ POP RIVET
N/ NAIL HEAL?
RETUFN HALL CONNECTION- TO.WARO CENTERLINE WALL CONNECTION -
ANCHOR TO 57RUC7URAL OF SPAN OF ANCHOR TO 5TRUGTURA
ELEMENT STRUT ELEMENT
0='"t66I T� L A O "IRE 6ONNE6 TION TO ORIO
12 &A HANGER WIRE
GROSS RUNNER MIN (3) T1G-7HT TURNS
N LOCATIONS TO 5E VERIFIED HAIN RUNNER -_--
%TION
•O EXISTING HVAC UNIT ACOUSTIC PANEL
(3) 1-112" x q CA STAPLES OR
(5) 5TRONC- HOLO ", J" NAILS
AT EA WIRE LOO
J015T OR
RAFTER
r�r�oGtc.rrYch ( HANGER
WIRE WIRE
1-114 "0 SCREW EYE
N/ FULL THREAD
EMBEDMENT
(1-114" MIN)
JOIST OR
RAFTER
i0
T IHOOO J015T OR RAFTER (B) AT 14000 J015T OR RAFTI
SOL10 BLKBO
R.EQUIREP FOR
0) 1 -112" x q &A STAPLES OR EWAGINC WIRE
(3) STRONGHOLD "J" NAILS FOR DRACINO WIRE5-
AT EA WIRE LOO FULLY EMBED 50RE14
2x BLK`G t4l EYE THREA05 IN
(2� lbc,I COMMON .DIRECTION OF WIRE
NAILS EA ENO `. 3Al2PLE
TIE SEE (G)
BRACIN0 HANC9ER HANGER
HIRE WIRE . _11 WIRE
(6)AT . 001�) JOi5T OR BL06K (0) TO E30TTOM OF JOIST
METAL CEiLIN& 51t5FEN5I0N 5Y5TEM5
Ref.: Title 24, 5ection 25OIA--5
1. 12 ga. {mina hanger wires may be used for up to and including 4'-0" x 4'-0"
grid spacing along main runners.
2. Provide 12 go. Hanger wires at the ends of all main and cross runners
within e�* from the support or within 1/4 of the length of the end tee, whichever Is
least, for the perimeter of the ceiling area. End connections for runners which are
designed and detailed applied horizontal forces maybe used in lieu of
the 12 go. Hanger Hires subject to 05A/555 or P� review and approval.
5. Provide trapeze or other supplementary support members at obstructions to
main hanger spacing. Provide additional hl::.R.. or braces - as R. all
cellIng bi:��aki, soffits or discontinuous areas. Hanger wires that ore more than I in &
outof plumb ore to hoveI : o• 1.
Calling4. Ceiling glrld members may be attached to not more, than 2 adjacent walls.
grid members should be. at • other Halls.Halls
dlagorval 19 to celling grid syst-,m runners, om-, end of main and cross runners should
be fre-, and a minimum of 1/2 Iry-h clear of wall.
5. At the perimeter of the calling area where main or cross runners ore not
connected to the adjacent wall, provide interconnection between the runners at the
w to prevent lateral! 'ri ♦ A metole 16 •r Rre with a positive,
mechanical connection to the runner may be- used. leftre, the perpendicular distance
•thewall tothe first♦rr • or - this Interlocknot -• #
6. Provide wtis�,of four 12 go. 5pkxjed bracN110 dczyee5 from
each other at the following spacing:
a. For school buildings, place sets of bracing wires at a spacing not more, than
.2 feet by 12 feet on
#. For hospital buildings, place ewets is bracing :! not •re than I feet b
12 feet on
c. Provide
`.! R bracing r at locations not more thanspacing given
(A) and (B) above from each perimeter wall and at the edge of vertical e-elling
offsets For both school and F r
1. Fasten hanger wires with not less than 3 tight turns. Fasten bracing wires
with 4 tight turns. Make all turns within a distance of 1-1/2 inches. Hanger or
bracing wire anchors to the structure should be installed in such a manner that the
direction of the Kinoalligns as oloewalq oo possible with the direction of the forces
acting on the wire. MOTE. Rre turns made by machine where both strands have
been deformed or bent in wrapping can Halve the 1- 1/1 inch requirement, but the
number of turns should be maintained, and be a5 tight as possible.
&. 5eparate ail celling hanging and bracing wires at least b inches from all
unbraced ducts, pipes, conduit, etc. It is acceptable to attach lightweight item,, such
as single electrical conduit not exceeding 5/4" nominal diameter, to hanger wires
using connectors acceptable to 05AI555 or 05WV.
ci. en drilled -in concrete anchors or shot -In anchors are used in reinforced
concrete For hanger wires, I out of 10 must be field tested for 200 pounds of tension.
Vlhen drilled -In concrete anchors are used for bracing wires, I out of 2 must be field
tested for 440 pounds In tension. Shot -In anchors in concrete are not permitted for
bracing wires. If cwsj shot -in or drilled -in anchor falls, see 5ection 2624fd,1 Title 24.
NOTE: 12rilled-in or shot -in anchors require special 05A1555 or 05HFV approval
when used in prestressed concrete.
10. Attach all Tight Fixtures to the ceiling grid runners to resist a horizontal
force equal to the weight of the fixtures.
11. Flush or recessed light fixtures and air terminals or services weighing less
than 56 pounds may be supported directly on the runners of a heavy duty grid system
but, in addition, they must have a minimum of two 12 ga. slack safety wires attached
to the fixture at diagonal corners and anchored to the structure above. All 4 ft. x 4 ft.
light fixtures must have slack safety wires at each corner.
lightAll f lush or rece5sod ;5 Rair terminalsor r; F 56 pounds
or more must I:;-- Independently supported by not less than 4 tout 12 go. wires ecr-h
attached - In • to above regardless of 4re of g
grid system used.
The 4 taut 12 go. wires including their attachment to the structure above must be
capable of supporting 4 times the weight of the unit.
12. All fixtures and air terminals or services supported on intermediate duty
grld systems must be indepe4dently vupported by not less than 4 tout 12 ga. wires
each attached to the fixture or terminal and to the structure above.
15. eApport surface•' • light fixtures by at .. I.. two positive devices
which surround the celling runner aid whichcre each supported From the structure
v�#ove by a 12 go. wire. 5pring ol" or olotrV5 that correct only to the runner ore
not acceptable.
provide additional supports when light fixtures are 5 feet or longer.
r� r- r rr � •• R r •a .• •' Ir r r- r,:r ♦rrr ^ •
RRr • r r r •' '! rr: Ir rr r'•
MIN. 12 GA.
FIN. II it
NT. €I II
ELEVATION
TIE AT ADJACENT WALLS,
MAIN AND CROSS "T"
X 0 O 0
TYPICAL $PLAY WIRE:
INSTALL ON MAIN RUNNER,
CROSSWITHIN 2" OF
s l A
FROM
WALL N ram'. DIRECTIONS
EACH WAY THEIREAFTER,
ETWEEN
CEILING y rING
STRUCTURE ABOVE.
GUA6E SPLAYa
AT 45 0 TO WORIZONTAL AND AT
/j 0 TO EACH OTHER ( 4 WIRES
TOTAL).
, COMPLYi STANDARD
0 0
CEILING TILES:
3f13°' %'IIN Sfei'e MINIM THICI<NESS MINERAL
MAX. CLR. 0 MAIN TILES WITH U.L. LABEL AND A FLAME
FLAN OR CROSS "T" SPREAD OF 25 OR LESS.
GENERAL & ELECTRIC
CONTRACTORS
PO BOX 8956
Ai CA
92812
O ESSIC)
0-0472-0
i"`b66Rtt Y�`
C
Cr' 1�_
E AN
E F"GIEFF
OT
r'971MAN
i
REFLECTED CEILING PLAN
5ADDLE TIED AROUND
CROSS..LE "nED TO M14 RMWR IAV ONE STRAW. .
BEAM 5EE PLAN ARCHITECT
_5IMP5ON M5T PER PLAN
4( 2-2x TOP PLATE BEAM 5EE PLAN
YWOO
t ROOF RAFTER 112 PLD
"W-50 E66 OR ECOLL t BLOCKINGW 4-5d NAILS
bd B.N. @ 6'
5IW50N EGG GOLUMN GAP ---
(E) ROOF RAFTLk A
x GEILIN5 J015T5 (PER PLAN) 2x 6EILIN6 J001 -412 BEAM P05T PEP, PLAN 2x 5TW5
2, GOL" PER PLAN PBL RAFTER (IF OGOJR5) A-35 FLATjj@ 241, O.G. BEAM PER PLAN
5IMP50N M5T 4&@ 5PLIGE 14- PER PLAN W H5T-37 @ O.G.
(E) BEAM 5PLIGE KHERE E.N. J015T PER PLAN
CONTRACTOR,
+ + 5EE PLAN
�4 Il i ! it !
4 + 2x FACIA (NO 5PLIGE@GA4TIL1 BEAM PER PLAN 4x STRUT OR BLOGKIN6 5IMP-50N MST OR EQ. AT 5PLIGE RAFTERS 1/2" PLYWOOD
2x 6R1PPLE 5 @ lb" O.G. 5ILL NAILIWv
8md 2-2x TOP PLATE 01'
R- 301 W,&ATION 5IMP50N HAN65ERS� 5/bu C7YP5W E30ARD + EX
51W. A-35 OR EQUAL @ 30 HU 26 - GEILIN65 J015T5 -- --- ---
VARI I 111111 A
pit
All
77\
9 - T! 7L�v
x
(Ib" O.C. MINIM) E5 6IMP5ON 6T-22 I I pw I t t I I I I I
5IMP. A-35 @ Ib" 66 5EE PLAN lo 3211 OC 5IMP50N 06/666/66T 6OL" CAP CEILING ,MST A-35 FLAT @ 24" O.C. 5IMP50N HAN 67ERS__"� w u
2x 5TUD WALL 12 @ Ib" O.G.
l'::E.N.
GENERAL
R- 13 IMATION HEN PLYWOOD TO TOP P05T PER PLYWOOD 94EA-MlWo & ELECTRIC.
2x 15TU[6 BN = BOMARY PLYWOOD NAILIWv r (PEP, SHEARKALL %HEP.) CONTRACTORS
EN = EDGE PLYWOOD NAILIN5 PO BOX 8956
ANAHEIM, CA 92812
SHEAR TRAN5FER(WTER5 PERPENDICULAR To WALL) A BEAM To P051CONNECTION G DRAG STRUT p 5HEAR TRANSFER (RAFTER5 PARALLEL TO KAU) 5IMP50N HANGER F
5IMP.M5T45 OR EOUAL
1?0t6LE TOP PLATE
41-011 MINIMUM 4
2x4 5=5@16"O.G. T r DRILL HOLE, ADD #4 RE13AR CONSULTI ENGINEER
PLYWOOD GDX (IF OCaR! ADD 5IMP.EPDXY A .< / .
(EX) 04 4 d4
R-13 INSULATION OR 5LEEVE DWPA6K .. . .A< .
5X'X12"A.I3.@ + + + + + + + + + + + + + ++ + + + 4 4 vEsslo
+ + 4-
5EE PLAN
If #4 REL3AR
@ 45 GLEAN- REMOVE MT FROM HOLE
R. POST E30LT5 DRILL- DRILL HOLE TO THE 5PEGIFIED
C
ATE-, 0,,4REBAR WITH NYLON BRU5H AM rn
/-411CONG.5LAB 50UARE K66HE (PER HI? 5GHEDULE) DRILL 3/4"HOL 11 DIAMETER AND OEM. WITH OIL- FREE COMPRE55ED AIR
D.F. P/TREATED SILL PL 21/2"X21/2"XI/4 N IMPAP2A OR 1`105A 1101-00144 #4 DOML5@32 CLEAN
4"@Ib"EA6H HAY IZUT -
1-4 4 FILL KIEPDXY BLON OUT REMAININ65 DUST. DUST LEFT
D.F. P/TREATED PLA NEN 5LAB IN HOLE WILL REDUCE THE EPDXY'S - - - - -
j 1120 H5 /&"X12nTHREA1? ROD K/EPDXY EX15TIN6 FOOTINer\ IE REBAR HOLDIN67 GAPAGITY. HI
4 FOUNDATION TIE BY 5IMP50N(I.6B.0.#4q45)
44
4 jr
4 '
T T
2"5AND ft MIL it o -#4 -REBAp
b.4""*
2X4 STUDS Ib" O.G. (Typ) 44.\A.
lid #4@16TAYW
\/150UEEN
EMBEI
E
IN
T
A-01
4
.TI To 4 B,
2 5)
'(p)
-.4
4 ' 7
4
. 4TN A 1 .4* OWNERt
NENSTRUCTURE EXISTINC7 STRUCTURE 4
#4 REBAR 12"MIN. L
2#4@TOP4 DRILL 3/4"fIO1 -E FILL d4 .4'1
NEA FOOTING EX15TINC7FOOTINC-7 4
f3OTTOM NEFOXY
#4 REBAR
"5FECIAL INSPECTION REQUIRED" 2FILL-P15PEN(E BEAD OF ET OFF TO THE 510E TO INSERT-ANGHOR5 MU5T BEG MP OIL FREE. EVAN
12 CHECK FOR PROPER MI UNIFORM GRAY COLOR) INSERT ANCHOR, TURNIN6 SLOWLY UNTIL THE ANCHOR
T BEFORE U51NC7. FILL HOLE HALFHAY, 5TARTINC7 FROM HIT5 THE BOTTOM OF THE HOLE. 00 NOT P15RRB
BOTTOM OF HOLE TO AVOID AIR POGKET5. HITH?RM DURING 5ET TIME.
k-ThunGIV,
NOZZLE #5 HOLE FILL5 UP.
616 W. EDINGER
EXTERIOR ��]-OOTIN6 DOUBLE PLATE 5PLIGE H OLD FT6. TO NEN I HD CONNECTION NE 5LAB TO EX15TIN6 K EPDXY TIE L
4
( ONTIMM P05T (PEP, PLAN)
-
TO TOP FOUWATION
v
SHEAR WALL SCHEDULE 5ILL PLATE t"
NO 5PLICEPLATE WASHERS PST 13OLT5
tomo un ca-umn it r-1
ATYPE
AND
SHEATING
NAILING
FRAMING
ANCHORS
SILL
NAILING
ALLOWABLE
SHEAR #/FT
ANCHOR BOLT
SPACING
FOUNDATION
SILL PLATE
WALL
BOTTOM
FRAMING
@ PANEL
NOTES
REMARKS
2(o GAUGE GI FLAWNG
I-N (o- MIL POLYETHYLENE
11 I -IN I 6L/ -VI 11-vvt-w
(E) 5TUD WALL I* KILL1, 4 1 T
1:=:] IMP.HQ-A HOLDOM $JI
D.F. P/TREATFD BOLT TO P05T)
DENTAL OFFICE 01
STUD BEHIND
MATERIAL
STAGG.
(DF)
PLATE
EDGES
7; PLYWD. PANEL MEMBRANE
Lij, uj' LJI FIELD OR EDGE NAIL
w uj w U-i I-
FOWATION 5TAB ANCHOR
/-(EX15TIN(-- F.J.) (PEP, HP 5CHEMLE) ENTRANCE PATIO
0 r0'� 0 0 AS OCCURS
'wr r% er e_1 I-j f
IV
3/8" STRUCTURAL I
3-PLY PLYWOOD
�12x
MEMBER
1/2- STRUCTURAL I
4_5 FLY PLYWOOD
5/8" DIA @ 481
2x MEMBER
1/2" STRUCTURAL
4-5 PLY PLYWOO
5/8" DIA @ 3,2'�
j
3x MEMBERIR7
2x MEMBER
3x MEMBERm
1/2" STRUC URAL I
od @ 3"
i4-5 PLY PLYWOOD
STAGG.
5/8" DIA @ 32"1"3x
MEMBER
WM,&12iTHQ
'3x MEMB
EMB
1/2" STRUCTURAL I
]1
F,3xMEIv1BER
4-5 PLY PLYWOOD
F-,W@M
!3x MEMBER
2x MEMBER
UCTURAL I
Od @ 3"
'6x
4-5 PLY PLYWD
(BOTH SIDES)
STAGG.
x MEMBLHI
MEMBER
ujIz LjIz Li I z- U3 Iz-
SILL VUAlt OR .44- A A
4 A
EDGE BOTTOM PLATE A35@16
if 4
NAIL (E.N.)
0 0 0 4" CONCRETE 6L
EDGE
NAIL (E.N.) W/ #4 5AR6 e IV' CEW CONCRETE 5L ION
PARTIAL ELEVATION GRAVEL 5AN0 rA 4 $0 CORMCTION6
AT SILL/BOTTOM PLATE H0LD0Y4N50HEDULE
STAB LAGRR# 25152
OPENING o L NATURA 01 ;
1 1/2" MIN
EX15TIN6 FTC-7.
OWED COMPA CT FIL
EDGE
NAIL (E.N.) FRAMING AT
PANEL EDGES
SEE qWPAP WALL qrWf7n
I Moall, 1�ill��l�
ED#] mm
INUILS /_MNju mt_1v1/_\mr\S
EDGE
o0
lll 1
1. PLATE Kk9iER5 ARE RE6VIRED (5EE 5GHEPULE FOR 51ZE)
1.
COMMON NAILS ONLY 1 Od COMMON 3" LONG - 032" DIA. HEAD
8d COMMON 2.5" LONG - 0.28" DIA. HEAD.A
NAIL (E. N.)
PARTIAL ELEVATION
2. USE MKP (BOLT HOLOER5) FOR PROPER INSTALLATION
16d COMMON 3.5" LONG - 0.36" DIA. HEAD
K�7�
AT INTERMEDIATE CONDITION
"5IMP50N
3. I/Ib" MAXIMUM OVER51ZEP HOLE. IN5PE( TOR TO VERIFY.
2.
SIMPSON A35 FRAMING ANCHOR FOR FLAT APLICATION, LONG DIMENSION IS HORIZONTAL.
4. TIC-MTEN ALL HOLDOHN HARD 144RE BEFORE PERM155ION TO CGOVER Ro" FRAMING.
3.
FOR NEW FOUNDATION USE 5/8" DIA. x 12" LONG ANCHOR BOLTS WITH A MAXIMUM SPACING OF 48" O.C. PROVIDE MINIMUM EDGE DISTANCE OF 1-3/4"
_j _j _j _j
In
_j _j _j _j
UFP FOUNDATION GONNEGTION 4
HD CONNECTION DETAIL
FOR EXISTING FOUNDATION USE 5/8" DIA. x 5" MIN. EMBEDMENT A. SIMPSON EPDXY TIE LARR 25185
w :zz w :�(-
w :�z w ;�z
B. HILTI KWIK-BOLTII LARR 24946 SPECIAL INSPECTION IS REQUIRED
LL. z E z
f 7 z E z
TOP PLATES
C. RAMSET READ -HEAD LARR 2748
IMPORTANT: CARE SHOULD BE TAKEN NO TO DAMAGE EXISTING CONCRETE DURING DRILLING APPLICATION.
SHEAR
PANEL NAILING DIAGRAM
NAILING '�
4.
USE DOUGLAS-FIR PRESSURE TREATED, FOR ALL NEW SILL PLATES.
FIELD
PER SHEAR -- STUD BEHIND
5.
3x STUDS OR 3x BLOCKINGS ARE REQUIRED AT THE BOUNDARY AND PANEL EDGES, WITH A MINIMUM 1/2" EDGE DISTANCE FOR PLYWOOD NAILING, FOR
WALL SCHEDULE 0 PLYWD. PANEL
THE 2-2x STUDS, AS WELL AS THE FOUNDATION SILL PLATES.
PLYWOOS SHEAR PANEL
6.
PLYWOOD CAN BE INSTALLED HORIZONTALLY OR VERTICALLY, ON EITHER SIDE OF THE WALL. HORIZONTAL APPLICATION IS PREFERED WITH 3x BLOCKING AT
PARTIAL ELEVATION
PANEL EDGES. ALL PANEL EDGES TO BE BACKED WITH 2" OR 3" THICK FRAMING. PLYWOOD FIELD NAILING TO BE INSTALLED @ 12" O.C.
7.
WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL, PANEL JOIST SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER, OR FRAMING SHALL
0 'A 0 0
O�_ 0 0 0 0 6 4 6
AT TOP PLATE
m
BE 3" NOMINAL SIZE STAGGERED NAILS AT EACH SIDE.
8.
USE ONE HALF BOLT AND SILL NAILING SPACING FOR SHEAR WALLS WITH PLYWOOD ON BOTH SIDES OF PANEL.
TYPICAL STUDS BEHIND
M5T&O HOLDOP*---* P05T PER PLAN
O.
3x STUDS 0 16" O.C. ARE REQUIRED WHERE NAILS ARE SPACED 2" ON CENTER. NAILS TO BE STAGGERED.
PLYWOOD PANEL-
10.
STRUCTURAL OBSERVATION BY PROJECT ENGINEER IS REQUIRED.
11.
HOLDOWN OR FLOOR TIES (STRAP' REQUIRED ON EACH SIDE OF SHEAR WALL PANEL. SEE FOUNDATION PLAN AND FRAMING PLAN FOR SIZE AND LOCATION.
ONE
STEEL PLATE WASHER
MARK DATE MI DESCRIPT ION
IS REQUIRED AT ANC HOR
ONE STEEL PLATE WASHER IS REQUIRED
BOLT
OPENING
AT EACH STUD BOLT
BOLT
PLATE WASHER
HD BOLT PLATE WASHER
A35 BOTH 5IDE5
SIZE
SIZE
SIZE SIZE SIZE
ISSUE,
HD-2A 5/8" DIA 2 1/2- X 2 1/2 " X
1/4"
PROJECT NOo
1/2-DIA.
2- X 2" X 3/16"
HD-5A 3/4" DIA 23/4- X 2 3/4" X
5/16"
5/8"DIA.
2 1/2" X 2 1/2" X 1/4"
HD-8A 7/8 ' DIA 3,,X 3" X
5/16"
3/4-DIA.
2 3/4- X 2 3/4- X 5/16"
HD-1 CA 7 8" DIA 3" X 3" X
5/16"
DRAWN BY-
7/8"DIA.
3" X 3- X 5/16-
HD-20A 7 8" DIA 3 1/2" X 3 1/2" X
3 8"
1 "DIA. 3
1/2" X 3 119" X 3/8" a
a e a
a a a
aCHECKED
BY:
HOEDOWN PER PLAN
- 2 -5/6"X4"RAM5ET RED HEAD
SHEET TITLE$
D.F. SILL PLATE
RR#2745 OR EQUAL
L
L
( SEE SHEAR WALL SCHEDULE)
PLATE WASHER
AT ANCHOR
BOLT AND
HOLDOWN CONNECTIONS
PROVIDE NEA Y_
CEMENT FOR 5TEEL
5TRAP PROTECTION
D -AILS
(BELOA 6RADE ONLY)
0
SHEET MJMBER,
DI
5HEAR AALL 5CHEVULE
10
p
SIDEWALK
TYPE
EXS'TCHINESE
ELM
241.001
ra
NEW PLANTER
. ?
C-
c
n
u
NEW STRIPING PER
& BUMPER GUARD
CITY OF SANTA ANA
SPEC'S (tYP)—\\ 4' t, i
i
Lam -
WALKWAY I le 42
WALKWAY
V * * PLANTER * * *
a o . ♦ s �
616 W EDINGER ... •
1300 SQ. FT♦ •
• ♦
♦
b
s • ♦ e s
. ♦ e • v
a . f s ♦
s o ♦ ♦ a .
. ♦ s o
♦ e s s •
e • s e e
620 W EDINGER • , •
2252 SQ. FT.
o ♦ ♦ s
. . ♦
PROPOSED
ADDITION
a e +
121 SQ. FT . • ♦ •
♦
PATIO AREA ♦ •
�s ♦
e e • • ♦
+ ♦ . v e
e ♦ s s ♦
WALKWAY
o • • •
♦ • s
. s
♦
• • ♦ • . ♦ . ♦ r ♦ ♦ f ♦ + ♦ ♦ A ♦ • e ♦ . . . . . . . ♦ •
SIDEWALK E)(SrG EVERGREEN PEAR
(TYP. ALL LOCATIONS)
W. EDINGER AVE.
SITE PLAN
C+J
We 701
OW069t at Pjanigg
LANMCAPE PLAN REVU
BY DATE
hn"provements
or
h�
EWE
t. wd5y
.cam
10' 5' 0 10' 20'
CONTRACTOR:
wCE
GENERAL & ELECTRICAL
CONTRACTORS
PO BOX 8956
AIVAXEIM, CA 92812
ENGINEER:
OWNER:
DR. EVAN" GEORGIEFf
616 W. EDINGER AVE
DENTAL 206FFICE
EXPANSIGM
MARK DATE IDENI DESCRIPTION
ISSUE:
PROJECT N0:
CAD DWG FILE:
DRAWN BY:
CHECKED BY:
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
2