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HomeMy WebLinkAbout10145053.pdf13.0 ASSEMBLY SEATING 6 �x O C, t 0 -r1 1 , I Pq 'I l) , :i , I I 1'-67- ,'!*- MIN 91 I4'-_O"MIN,,!ZEQ. i 0 -1 141 I t 0 I , -CLEAR ---- Ilk- 1/2': MAX SLOPE AT SHOWER FLOOR, - SOAP DISH -STANDARD HEAD FLEXIBLE SHOWER 'z < - SPRAY HOSE MIN. 5'O" LONG 0� 0 - TOP OF MTG. BRACKET R -1 SINGLE LEVEL MIXING 2 I VALVE CONTROL -_ co .. . = 0 �d_ 1 /-1/2" THRESHOLD MAX. Ir , -4 1 BEVELED AT 45 � `f AT 45 _. '-6"TC'DRAIN I MAX. TYP. SHOWER PARAMETERS i 1/44'=l'-O" I i (TYP.) <- LEVEL AREA, 48" MIN., IN THE DIRECTION OPPOSITE THE DOOR SWING (OR 44- IF DOORS DON'T HAVE LATCHES OR CLOSERS). 2*MIN.EXT. 1'-6"MIN. INT, REQUIRED CLEAR SPACE HANDICAPPED IDENTIFICATION SIGN AT EXT. PRIMARY ENTRANCES :i HANDICAPPED DF AT RECESSED WALL COND. 2z � �� I _-'. NOTE- SEE INTERIOR ELEVA w I WERE CONDITION OCCURS. - x --- - I ' : �2* * z 4 I I w � 12- 2'-8"Ml,q. . . PIPE RAILS 2'-8m 2,-8" I _=______ll DRINKING ��FOUNTAIN : t. -1 r') -1 N DRINKING FOUNTAIN 1, 11 . 0 w = a . 0 - I 114- i I / - 2'-6" 1 ' Ir 4 2 2 "-6- 0 -CLR. SPACE 60" J 11 DIA. OR 56"x63 . , t 27" HIGH 1/4'=1'-0' 12 1. *61 z >_ I I i , � 0 f5 P -z F� < Lu j a ­� az- 0 W " .m9 - ._1_.oNI_I �_ M W . 4- < = 118 00 w < 3: w I 0 (A -- PARTITION 0 MULTIPLE _j - ACCOMMODATION WALL AND SINGLE U- bi 0 18" .32" MIN. I.CLR. ---MIRROR LEVER, PUSH-PULL I I , TYP DISPENSER OR PANICS FOR TOWELS TYPICAL LAN. I URINAL DOORS - --FLUSH CONTROL z - 11 m `r TOILET , SMOOTH & - . . x UNINTERUPTEDSURFACE rl X X < 14- < m I J :i GRAB BARS * /11 V_1201\ 'T C:) ON �0�=TA__l - - t �o _�! I I 2n 2n , - REFER TO HANDICAPPED LIJ 2 NOTES FOR MORE INFO, �__ rl- I I -_ DOORS =1. TYP. TOILET RV PARAMETERS 1/4-' -l-W' . -o- 7 I � 18 I- I- I . VOMAR PRODUCTS - UNFRAMED PLAQUES r 100 SERIES A - SOAP DISPENSER z A. 1/4" MOUNTED 60" A.F.F. (MEN) B - PAPER TOWEL DISPENSER B. 1/4" MOUNTED 60" A.F.F. (WOMEN) C - TOILET SEAT COVER DISPENSER C. ROOM SIGNAGE. RAISED LETTERS SHALL BE D -HAND DRYER * PROVIDED AND SHALL BE ACCOMPANIED E - TOILET TISSUE DISPENSER LOCATE WITHIN 10 A G BY BRAILLE IN CONFORMANCE TO TITLE 24, OF THE FRONT EDGE OF THE TOILET SEAT SECTION 3105A.(c)7 OF THE STATE BUILDING CBC SEC. 3105A(b)4.C. CODE, SIGNS SHALL BE INSTALLED ON THE F - WASTE DISPOSAL WALL ADJACENT TO THE LATCH SIDE OF G - GRAB BAR THE DOOR. MOUNTING HEIGHT SHALL BE - H FEMININE NAPKIN/TAMPON VENDOR Wl A.F. TO THE CENTER LINE OF THE SIGN. I - MIRROR * e -A D. ELEVATOR CAPACITY SIGNAGE - MAX. J - COAT HOOK DISPENSERS THAT CONTROL HEIGHT FROM HIGHEST AND LOWEST K - WALL OUTLET 15" MIN. ABOVE FIN. FLR. DELIVERY OR THAT DO NQT 8 D BUTTON. L - LIGHT SWITCH PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. A SUPERIMPOSED ON B FOR UNISEX A B C D I, I I- JL l&=::zsl In o I , - 2 � 11 0 v t - I -1 C114 -) N t, " , H , I J L � F G 0 0 i ,,- 11 =�_ , I- . 9 ^ z . I 0 2 ,It - It I 0 b) K ^It � �l �l -1 n �l I 4 *Ifr Pei --t � clq - I I INSTALLATION HEIGHTS ACCESSORY HEIGHT 1 1/4"=1*-O" 113 SIGNAGE REQUIREMENTS 1 1/4'=1'-O- 114 IUPPER NOTE.* fll SURFACE %LL REQUIRE -' -N ALL STAIRS TO OF TRUNCATED DOME$ IF FLAT TRAVEL HAVE CLOSED SURFACE AOjDWS WHICULAR TRAMC WAY. SEE DEML 12/AO.48 RISERS . Z_ BROOM FINISH. ..%- 2 AT EXTERIOR w `t, TOILET ROOM C A & 8 SIGNAGE I I )� < D :r- �� z c styI + - I 't - ir. -1 14T PEDESTRIAN ROUTE 'l MAX- I '* 2 L=-. 70 SQ- INCH LANDING 3.- MINIMUM 2" WIDE COLOR mm SLOPE r25_"� CONTRASTING STRIP AT UPPER rT EL . ACCESSIBILITY SIGN APPROACH AND LOWER TREAD STOP I�E) OF EACH FLIGHT OF H STAIR. - STRIP TO BE LOCATED 1'* FROM 0 THE TREAD OR LANDING. FOR .I ;i STRIPES RIlGULAR STALL 2 7OUTSIDE STAIRS STRIP TO BE �00 36 AT SINGLE - PROVIDED AT UPPER APPROACH ON CENTER- HANDICAP 1'-0" AND ALL TREADS. 11 TYPICAL PAVEMENT - 9 11 4 a � SYMBOL - I T. TW -TREAD WIDTH N & $; .-O. g.-oll f- 0 I-— - I 9 I 1. I I 11 11 W 1 1 0 11 t MIN. MIN. Al ��,4 11 t--i 0 � - I � 7­4 1 L " . 5-0" MIN. AT TYP. h-1 C14 . ACCESSIBLE PARKING STALL 8*-O' MIN. AT VAN %4"w __ --------- ACCESSIBLE PARKING STALL ,. . TYP. STAIR PARAMETERS 1 1/4 .=l,-o' 1 19 HANDICAP PARKING I I 1 1/811=11-01. 1 18 12"SQ. i, EACH PARKING SPACE FOR THE DISABLED I � . I z REQUIRED TO BE IDENTIFIED BY A PERMANENT, ., REFLECTORIZED SIGN WITH THE INTERNATIONAL . - - ___.W, _. ­ � ." - . , , 8 [N--­.�_ - z a ACCESSIBILITY. THE SIGN IS TO BE ,_-_�__ -� - _� . - - � -'-I*- zz.7� - . - , .P EQUAL TO A PORCELAIN ON STEEL SIGN WITH � Z_ :,. : ". :. I - - - , - - ---- - : I . . BEADED TEXT; TO BE A MINIMUM SIZE OF 70 _­ `--' . " ­ l 37 M , �:­,:- - - - % � -1., ., � .37. M rn SQUARE INCHES; AND IS TO BE EITHER 80 : .-_, " -- `.:* - ": !' - . .­ - _ 7 . . -, . . , , � INCHES FROM THE BOTTOM OF THE SIGN TO THE � Z 1;, ,- �- - - -_ 12" MIN. TACTILE BORDER -, SURFACE OF THE PARKING SPACE IF MOUNTED ON I - � - 1^" X I IA" GROOVES A POLE, OR 36 INCHES ABOVE THE SURFACE OF " MIN. ";4" APART (TYPICAL) THE PARKING SPACE, FINISHED GRADE, GROUND SPACED 13 OR SIDEWALK, IF MOUNTED ON A WALL. THE :2 SIGN IS TO BE CENTERED AT THE 'INTERIOR" , co END OF THE PARKING SPACE. 0 -1 .1 * (a 2. THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED IS REQUIRED TO HAVE A 3 FOOT - m SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY TY STENCILED IN. BLUE PAINT. IA4r-8" . "I 48 - I . ­ : . . 1� .... SURFACE OF PARKING SPACE . 1-11T' SQ. FT. POLE . I - .: . % : . 1- 11-4 . . .. , .. .. - . . . , CONC. FTG. 8"MIN. I 1 I . . . 0 -_ HANDICAP PARKING SIGNS INO SCALE 125FSIDEWALK RAMP AT CURB I NO SCALE 1276 1.0 WALKS AND SIDEWALKS 1.0.1 SLOPE OF KING SURFACE SHALL NOT EXCEED 1: 12 AND CROSS SLOPE SH EXCEED 1/4 IN. PER FOOTAWALK I CONTINUOUS SURFACE WITH NO CHAN "I'll, - LEVEL EXCEEDING 1/2 IN., IF OVER T, THEN CURB RAMP, RAMP, ELEVATOR PLATFORM LIFT. I 1.0.2 MINIMUM 4 FT. WIDE CLEAR WIDTH N NON -SLIP SURFACE. 1.0.3 SEE DOORS FOR REQUIREMENTS FOR -,, EXTERIOR DOORS OR GATES. t 1.0.4 GRATINGS WITH SPACES NO GR R THAT 1/2 IN, WIDE IN ONE DIRECTION. ELONGATED OPENINGS PLACE SO THAT DIMENSION IS PERPENDICULAR TO DOMIN DIRECTION OF TRAVEL. it 2.0 SIGNS AND IDENTIFICATION 2.0.1 THE INTERNATIONAL SYMBOL OF ACCESSIE Y SHALL BE THE STANDARD USED TO IDENTI FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSON 2.0.2 THE SYMBOL SPECIFIED ABOVE SHALL CON OF A WHITE FIGURE ON A BLUE BACKGROUll THE BLUE SHALL BE EQUAL TO COLOR NO, 1 15090 IN FEDERAL STANDARD 595B. ' 2.0,3 CONTRACTED GRADE 2 BRAILLE SHALL BE U WHEREVER BRAILLE SYMBOLS ARE SPECIFICA REQUIRED IN OTHER PORTIONS OF THESE i I STANDARDS. DOTS SHALL BE 1/10" O.C. � IN EACH CELL WITH 2/10" SPACE BETWEEN � CELLS. DOTS SHALL BE RAISED A MINIMUM ' �, OF 11407 ABOVE THE BACKGROUND. 2.0.4 LETTERS AND NUMBERS ON SIGNS SHALL HA A WIDTH -TO -HEIGHT RATIO OF BETWEEN � I 1 3:5 AND 1: 1 AND A STROKE WIDTH TO kl, HEIGHT RATIO BETWEEN 1:5 AND 1:10. R 1 " 2.0.5 CHARACTERS AND NUMBERS ON SIGNS SHALL Q i SIZED ACCORDING TO THE VIEWING DISTANCE , I FROM WHICH THEY ARE TO BE READ. THE t , MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE X. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED I OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SEC. 1121B, 1994 UBC, THE MINIMUM CHARACTER HEIGHT SHALL I BE 3 INCHES. 2.0.6 CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. THE (FINISH OF) CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NONGLARE FINISH. 2.0.7 WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THE LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32- MIN. AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE, AND RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8- HIGH TO A MAXIMUM HEIGHT OF 2 INCHES. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 2.0.8 ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABUTIES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. 2.0.9 BUILDINGS THAT HAVE BEEN REMODELED 10 PROVIDE SPECIFIC SANITARY FACILITIES AND/OR ELEVATORS FOR PUBLIC USE THESETHAT CONFORM TO BUILDING STANDARDS SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. 2.0.10 WHERE PERMANENT IDENTIFICATION IS PROVIDED OR WHERE SIGNAGE IS REQUIRED FOR ROOM AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. 2.0.11 WHERE PERMANENT IDENTIFICATION IS PROVIDED OR WHERE SIGNAGE IS, REQUIRED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL 13E INSTAU�ED ON THE WALL � ADJACENT TO THE LATCH, ,OUTSIDE OF THE DOOR, WHERE THERE IS NO:.WALL SPACE ON THE LATCH SIDE, INCLUDINQ I .AT DOUBLE LEAF DOORS, SIGNS SHALL BE K-ACED. ON THE NEAREST ADJACENT WALL, PRU.4RABLY ON THE RIGHT. MOUNTING HEIGHT ShA'I_,,L BE 60 INCHES ABOVE THE FINISH FLOOR td%°,THE CENTER LINE OF THE SIGN. MOUNTING LOCATION I SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT. ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 3.0 CURB RAMPS 3.11 LOCATION 3.1.1 PROVIDE AT STREET CORNERS AND AT PEDESTRIAN WAYS THAT CROSS A CURB. 3.1.2 LOCATE OR PROTECT TO PREVENT OBSTRUCTION BY PARKED VEHICLES. LOCATE SO THEY DO NOT PROJECT INTO TRAFFIC LANES. 11,3 AT LOCATIONS WHERE PEDESTRIANS WALK, FLARED SIDES, RETURNED CURBS ALLOWED WHERE NO PEDESTRIAN TRAFFIC. 12 SLOPE 3.2.1 MAXIMUM SLOPE OF ADJOINING GUTTERS OR ROAD SURFACE, 1: 20. 3.2.2 SLOPE NOT TO EXCEED 1! 12 NTH SLOPE OF FANNED OR FLARED SIDES NOT TO EXCEED 1: 8 (1: 1 0), SEE ALSO RAMPS 4.0.1 3,3 WIDTH 3.3.1 MINIMUM OF 4 FT. WIDE IN A SINGLE SLOPED PLANE WITH A MINIMUM OF SURFACE WARPAGE AND CROSS SLOPE. 3.4 LANDING 3.4.1 LEVEL LANDING OF 4 FT. AT UPPER END FULL WIDTH OR SLOPE OF FANNED OR SLOPED SIDES NOT TO EXCEED 1: 12. 3.5 BEVELED LIP 3.5.1 LOWER END SHALL HAVE 1/2 IN. LIP BEVELED AT 45 DEG. 3.6 FINISH 3.6.1 SLIP RESISTANT SURFACE, CONTRASTING FINISH TO ADJACENT SIDEWALK, 3.7 BORDERS AND DETECTABLE WARNINGS 3.7.1 ALL CURB RAMPS SHALL HAVE GROOVED BORDER 12 IN. WIDE AT LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4 IN. ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. 3.7.2 WHEN RAMP SLOPE IS LESS THAN 1:15 PROVIDE DETECTABLE WARNINGS- 3.7.3 DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH DIAMETER OF NOMINAL 0.9 IN, AT BASE TAPERING TO 0.45 IN. AT TOP, HEIGHT OF NOMINAL 0.2 IN. AND CENTER--TO--CENTER SPACING OF NOMINAL 2.35 IN. 3,?.4 CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. MATERIAL USED TO PROVIDE CONTRAST SHALL BE INTEGTAL PART OF WALKING SURFACE. DOMES MAY BE CONSTRUCTED BY VARIETY OF METHODS, INCLUDING CAST IN PLACE OR STAMPED, OR MAY BE PART OF PREFABRICATED SURFACE TREATMENT. . " I "...­." - ­�&.',� I I 1, - I 11.1­11 11. ­ � 1.1 ­ ­1 . , _­,�ll,_­­­­ " _­ . \ " 3.8 DIAGONAL CURB RAMPS (OR CORNER -TYPE) 3.8.1 IF HAVE RETURNED OR OTHER WELL DEFINED 7.1.5 SLOPE TO BE MINIMUM POSSIBLE, NOT TO EDGES, EDGES TO BE PARALLEL TO PEDESTRIAN N ` " 2bNnVM_9E MAX. ­­­ I 7-i i � 1 owalOw , , ­ 1- CURB CUTS OR .AMPS TO BE 0 � ,,, z" ARKING SPAC I I ­:1 AY OACH IF IT , ' ' * ' ' _8__3__"' A ' F � AN D ' - ' - ' ' - FLAR ED * T R ' ' - H E ' ' - IN D ' ' " AR 'DE 24 N SEGMENT I OES NOT LIM11 ABILITY C IN " S THEY � 0 ' - ' F - - HA A L T L 0 W - S T STRAIGHT ' ,il- 'K ^ I M H A ' A ' w ' K - 4, 3 R " � � M S 0 - � � � - S TH S V' ' T 'R L A S 0 ' - ' � ' S LEA S G TED . OF STR M G CURB c7 EACH E AND * H N MARKED CRO S 7.1.7 �! UMPEWR � F 9 SIDE / I SI WITHIN 3.9 GROOVES I VEHICUIV IN I SQUIRED N ,l ;' WALKWAY / / 1 -3.9.1 1/4 IN. BY 1/4 IN. GROOVES APPROX - /4 IN. 4# 1 O.C.GROOVES I . SIGNING AND 11111 ..... I 1: ,����� III!!!; 111111111111111111 FICATIO , ACES i 3.10 ISLANDS ARKING. , ­ , I ol CUT THROUGH 0 L V L IT STREET T 0 " - " I 11 ­ -11 -11 � ­� 3.10.1 CUT THROUGH LEVEL WITH STREET SUR E OR � _11��­ I S D REFLECTO C Al , . CURB RAMPS WITH 48 IN. BETWEEN THE . STEEL SIGN (70 SQ. IN.) WITH ACCESSIBILITY SYMBOL. 4.0 RAMPS 7.2,2 FREE STANDING SIGNS LOCATED AT INTERIOR � , -,, _ANY SLOPE OVER 1:20 CONSIDERED A P, , ND OF PARKI SPACE MOUN D MINIMUM OF 80 ,_ ES� iA VIum 11 . ABOVE FIN GRADE 0. Z ,( 7.2.3 LL N I E SIGNS LOCATE � INTEF 4D 1� M .. ..... , I I , PA 1 4.0.2 RAMPS STRUCTE WATER N 11 S CE MOUNTED M 0 c ) I _'llll -I �:M _- ULATE. BOSS S EATER �l C- "ADS. VAN ACC E RE , 9.3.7 TENSILE FORCE INDUCED IN A FASTENER BY A Im. molimbfilb ... at *1111m*eAmwo4;wm__ APPLICATION OF A 250 LB, POINT LOAD, SHALL HE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 9.3.8 GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 9.4 WATER CLOSET COMPARTMENTS 9.4.1 48 IN. CLEAR SPACE IN FRONT OF THE WATER CLOSET WITH END OPENING DOOR, 60 IN. CLEAR IF SIDE OPENING DOOR. 32 IN. WIDE CLEAR SPACE FROM WALL AT ONE SIDE. 9.4.2 32 IN. CLEAR OPENING WIDTH AT DOOR Nj . AUTOMATIC SELFSIR," EN , I DOOR IS AlVi , (y) CD n I 7,2.4 " E NJ, CATION OF SPA , I � � H`�k 6 RyFSjS 7W7 A Im I ' ­ WER THAN TW SUCH �u __j I _' 11, ,� W U TIPL 0 C DA N To , R, AL ]w IALL bVIDE AT LEA � �'24" � 4.0,3 NON- I E. I IN I 10 BOL OF ACCE ILI I IF IN E S NALL I ; (y) I 'KGROUND 3 � � 0 PLY - Mo , - VRONT I I I � j I � M 71 N , 11 58 , �L .2 AND 11 15 � 7 4.0.4 XI is - R N ,- . W I N 8 �, QUARE �" �E C 0 �j .3. -CLEAR LEG SPACE E E T I ,11 ­ -1 --- - , ­� ... � 7.2�5 0 TL ING R TING SPACE I LUE AND ­ � I `A � "ALA NE A ITIO STALL SHAL 36' REST:, PSTRUCTION 11-1 1 4.1. 11 SURFACE IDENTIFICATION OF SPACE WITH WIDE W TH AN OUTWARD SWINGING SELF -CLOSING DOOR OR TO THE BACK OF THE SEAT MEDIATELY C4 4.1.1 INTERIOR, MINIMUM 3 FT. 8 IN., UNLESS INT RNATIONAL SYMBOL OF ACCESSIBILITY IN "IPARALLEL GRAB BARS COMPLYING WITH SECTIONS IN FRONT. , 'i I 0 / SERVING AN OCCUPANT LOAD OF JESS THAN 50, 11, W ORTING COLOR.., 1, ­ I ­1 11, � 'I -18.2, 11158.8.3, AND 111588.4, 1994 U.B.C.. I I A z WHERE 36 IN. IS ALLOWED. � 7. V E OFFICER ICLE ;fr � - , % 4.1.2 EXTERIOR PEDESTRIAN RAMP, MINIM 4 F PR Lly� �'!��­ I 11 9.5 SIN E ACCOMMODATION TOILETS 14�O ASSISTIVE-USTENING SYSTEMS I �SSEMBLY AREAS , - - I - � �l z ­,� 11 ­� � ­� , WIDE; 5 FT. WIDE AT PRIMARY ENTR CE I "I ­ A, .5.1 WHEELCHAIR 30 IN. WIDE AND 48 1 � <1 I I . I ­1�11111 , � 11 I I'll, , I > � , OCCUPANT LOAD OF MORE THAN 30 7..) SH E POS IN CONSPI US I I . L � 1,,,�, .LATER ROOM AND PERMIT DOOR TO 14.0t ASSEMBLY AREAS, CONFERENCE' D MEETING ry � I L T E CH ENTR T 7 OFF- RE LOSE. ROOMS SHALL PROVIDE ASSISTI ;LISTENING r::) 4.2 HANDRAILS MINIMUM 28 1 WIDE CLEAR SPACE FROM A NTH HE G PARKI FACI S NO SS . X 9. IN1-11 - , 1, I I I I < 4.2.1 HANDRAILS REQUIRED OVER 1: 15 SLOP ON I �­, 22 IN. � RING N' URE OR IN, WIDE CLEAR SPACE FROM IMPAIRMENTS. I" �­ I SIZ . I - SIDE OF RAMP, CONTINUOUS, AT 34-38 IN. THAN I IN. IN HEIGHT, WHICH CLEARLY AND , I ...... 11 SIDE. MINIMUM 48 IN. CLEAR IN 14.0.2 THE MINIMUM NUMBER OF RECEI S u BE CD HIGH ABOVE RAMP SURFACE AND EXTEND 12 IN. CONSPICUOUSLY STATES THE FOLLOWING: PROVIDED SHALL BE E " I RCENT OF I AT TOP AND BOTTOM OF RAMP WITH ENDS "UNAUTHORIZED VEHICLES PARKED IN THE TOTAL NUMBER OF SEATS, B, d� IN NO OU I RETURNED. DESIGNATED HANDICAPPED SPACES NOT 9.6 ACCESSORIES CASE LESS THAN TWO, " ,�,, 1­4 u - (n 4.2.2 HANDRAILS TO BE 1-1/4 IN. MIN. TO 1-1/2- DISPLAYING DISTINGUISHING PLACARDS OR 9.6.1 HEIGHT TO TOP OF TOILET SEAT, MINIMUM 17 14.03 TYPES OF ASSISTIVE LISTENING D ' ES INCLUDE, , , , MAX. CRW . BUT ARE NOT LIMITED TO, AUDIO-- , UCTION �,,�-�gq,jaji E� ! , mggqf'_qqE9.a , t 11 ,DISABLED PER QNS AAAiY BE TONED AtIfAY AT - m,.,.: ' ' BONE ���LOOPS, RADIO FREQUENCY SYS ��(AM OR FM) Pq 1 '4 �OR E INFRARED ION. F­l I 11 4.3 LANDINGS JUM OP RATING t SYST LIMITED TO OWNER'S EXPENSE, TC3WED VEHICLES MAY BE FLOOR; MA A" ' 4.3.1 RAMPS STEEPER THAN 1:15 SLOPE S TTON FOR LOW VOLTAGE � .. AREAS ­, 1, 1-1 - LANDINGS AT TOP AND BOTTOM AND ON. OR SEATS SHALL BE WITHIN- A ' OT MEWING r::21 11 - - INTERMEDIATES AT 30 IN, OF RISE AND CHANGE 7.3 PASSENGER LOADING ZONES DISTANCE OF THE PERFORMING AREA. I Lj ,q- ­; i _j OF DIRECTION. 7.3.1 PROVIDE ACCESS AISLE 5 FT. BY 20 FT. 93 URINALS 14.0.5 A SIGN SHALL BE POSTED IN A PROMINENT PLACE LLJ C) 4.3.2 TOP AND INTERMEDIATE LANDINGS; 5 FT. LONG ADJACENT AND PARALLEL TO VEHICLE PULL-UP 9.7.1 AT LEAST ONE WITH CLEAR FLOOR SPACE 30 IN. INDICATING THE AVAILABILITY OF ASSISTIVE- , - I , , " IN DIRECTION OF RAMP RUN AND 5 FT. WIDE. SPACE. CURB RAMP SHALL BE PROVIDED MERE A WIDE X 48 IN, IN FRONT OF FIXTURE. LISTENING DEVICES, THE SIGN SHALL INCLUDE 4.3.3 BOTTOM LANDING AND AT TURNS WITH OVER 30 CURB EXISTS, 9.7.2 MINIMUM OF ONE ELONGATED RIM TYPE URINAL. THE INTERNATIONAL SYMBOL OF ACCESS FOR (/,) DEG. CHANGE OF DIRECTION; LENGTH TO BE A 7.3.2 SLOPE TO BE MINIMUM POSSIBLE, NOT TO MAXIMUM 14 IN. PROJECTION. HEARING LOSS AND WORDING THAT STATES MIN. OF 6 FT. MEASURED IN DIRECTION OF EXCEED 1/4 IN.: 1 FT. (1: 50) 9.7.3 MOUNTED MAXIMUM 17 IN. ABOVE FINISH FLOOR. -_ "ASSISTIVE-LISTENING SYSTEM AVAILABLE." -F P�) C5 1 1 D� I , RAMP, OTHERWISE NO LESS THAN WIDTH OF 7,13 VERTICAL CLEARANCE OF 9 FT. 6 IN. 9.7.4 FLUSH CONTROL MOUNTED MAXIMUM 4-4 IN. ABOVE 14.0.6 NOTHING IN THIS SECTION SHALL PRECLUDE A <1: c- U L � - RAMP, BUT NOT LESS THAN 5 FT. FOR FLOOR. FACILITY CHARGING FOR SUCH ASSISTIVE- 1E :3 0 _ , , INTERMEDIATE LANDINGS. 9.7.5 MIRRORS, BOTTOM EDGE MOUNTED AT 40 IN. LISTENING SYSTEM ITS USUAL FEE FOR u I I I 1 ., MAXIMUM. AUDIOVISUAL EQUIPMENT. HOWEVER, NO 1_1� C"C�_ I 11- 4-1 ­" 4.3.4 WHERE DOOR SWINGS OVER LANDING, LANDING TO 9.7.6 TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, SURCHARGE MAY BE PLACED DIRECTLY ON P 1 ll,'ff BE 3 FT. 6 IN. PLUS DOOR WIDTH, LANDING TO SOAP DISPENSER, OTHER WALL MOUNTED ANY PARTICULAR INDIVIDUAL WITH A <1 ( 0 EXTEND AT LEAST 24 IN. AT EXTERIOR AND 18 8.0 DISPENSING OR DISPOSAL FIXTURES, MOUNT AT OUP OF INDIVIDUALS u >_ <1 C-) IN. AT INTERIOR BEYOND LATCH EDGE WITH 8.0.1 ALL PRIMARY ENTRANCES SHALL BE ACCESSIBLE. 40 IN. MAXIMUM TO OPERABLE PART. WITH DISABILITIES TO COVER THE COSTS ry u - LENGTH PARALLEL TO DIRECTION OF TRAVEL. 9.7.7 TOILET TISSUE DISPENSER, MOUNT WITHIN 12 OF SUCH EQUIPMENT. m d (� 1 THROUGH DOORWAY OF 5 FT. MIN. AND NOT TO 8.1 DOOR SIZE IN. OF FRONT OF TOILET, 14�0.6 IF PORTABLE ASSISTIVE-USTENING SYSTEMS ARE ,5;- ! Pq < c I I REDUCE WIDTH OF LANDING BY MORE THAN 3-1/2 8.1.1 DOORS TO BE MIN. 3 FT. WIDE BY 6 FT. 8 IN. USED FOR CONFERENCE OR MEETING ROOMS, 2: :� -- IN. WHEN FULLY OPEN. HT.; MUST OPEN AT LEAST 90 DEG. NTH 32 THE SYSTEM MAY SERVE MORE THAN ONE ROOM. 0 > �WI I A 4.3.5 AT DROP OVER 4 IN. HIGH, OR OVER 10 FT. IN IN. MINIMUM CLEAR WIDTH. 9.8 LAVATORIES HOWEVER, PERMANENTLY INSTALLED ASSISTIVE- I I , I li LENGTH AND NOT BOUNDED BY A WALL OR FENCE, 8.1.2 SINGLE DOOR SHALL NOT EXCEED 4 FT. IN 9.8.1 PROVIDE CLEAR FLOOR SPACE 30 IN. WIDE X 48 LISTENING SYSTEMS ARE REQUIRED IN AREAS m cu -P INSTALL AT LEAST A 2 IN. HIGH CURB OR WIDTH. IN. DEEP IN FRONT OF FIXTURE AND EXTEND IF (I)THEY ACCOMMODATE AT LEAST 50 PERSONS u r WHEEL GUIDE RAIL AT 2 - 41N. ON EACH SIDE INTO KNEE AND TOE SPACE UNDERNEATH OR IF THEY HAVE AUDIO -AMPLIFICATION SYSTEMS, 1/ uoj d OF RAMP. . 8.2 CONSTRUCTION LAVATORY AND ADJOIN OR OVERLAP AN AND (2) THEY HAVE FIXED SEATING. G m C4 4.3.6 AT RAMPS OVER 30 IN. ABOVE ADJACENT GROUND 8.2A 10 IN. HIGH SMOOTH UNINTERRUPTED SURFACE ACCESSIBLE ROUTE. ­. WITH GUARDRAILS, SEE GUARDRAILS 6.0. AT DOOR BOTTOM EXCEPT AT AUTOMATIC OR 9.8.2 MINIMUM CLEARANCE FROM BOTTOM OF LAVATORY SLIDING DOOR. APRON TO FLOOR 29 IN. 5,0 STAIRWAYS 9.8.3 MINIMUM KNEE CLEARANCE UNDER LAVATORY 30 5.0.1 EXTERIOR STAIRS SHALL BE CONSTRUCTED SO 8.3 THRESHOLD IN. WIDE AND 8 IN. DEEP AT TOP. I - WATER WILL NOT ACCUMULATE. 8.3.1 MAXIMUM 1/2 IN. THRESHOLD HEIGHT WITH 1/4 9.8.4 MINIMUM TOE CLEARANCE UNDER LAVATORY 30 IN. MAXIMUM VERTICAL CHANGE AT EDGE AND IN. WIDE, 9 IN. ABOVE FLOOR AND 17 IN. 1 5.1 WIDTH 1:2 MIN. BEVEL. DEEP FROM FRONT pF LAVATORY. 51.1 PER OCCUPANT LOAD BUT MINIMUM OF 44 IN. 9.8.5 HOT WATER SUPPLY AND DRAIN PIPING "I ,� '' �,�,��'__ 7' ­ �171 �� 1" I ," �'�' �'��J�,1`7�77�`,­! fm,�,,p�,-­­­,,, l'll'l'_'ll!_ ,-�_',�,T�",' ,� � t �,f� �,,�, , I , ­', ­,� _ '� " l' _', t " , ,Q - , ,;, K , � � "If I'l- "'f, : ,__l-­�,.'­,­' ,()��i 1�_,_,;,, "", ­'­ ,,,, -, _ UNLESS OCCUPANT LOAD UNDER 50. THEN CAN BE 8.4 LANDING INSULATED OR COVERED. -ill- - ,� , �< I I �l I ­ q, -- � J,,­l - , A 7 36 IN, 8.41 44 IN. CLEAR AT SIDE THAT SWINGS AWAY 9,8.6 NO SHARP OR ABRASIVE SURFACES UNDER ­",%�UA',;,�,,,__ _f,j',!;ij vll�luuljll, (PUSH SIDE) UNLESS LATCH AND CLOSER THEN, LAVATORIES. 4�� < I - 60 IN. CLEAR IN DIRECTION OF DOOR � _11/l /1) f 5.2 48 IN.; 9.8-7 CONTROLS OPERABLE WITH ONE HAND WITH 5.2A MINIMUM OF 6 FT. 8 IN. SWING (PULL SIDE). MAXIMUM ACTIVATING FORCE OF 5 LB. SELF- . 8.4,2 CLEAR 24 IN. PAST STRIKE AT EXTERIOR, 18 CLOSING VALVES TO REMAIN OPEN. . IN. AT INTERIOR. 9.8.8 AT TOILET COMPARTMENT, ONE AT SIDE 42 IN. . 8,43. TWO DOORS TO VESTIBULE SHALL SWING IN SAME LONG MOUNTED 24 IN, IN FRONT OF TOILET, 0 1 5.3 HANDRAILS DIRECTION WITH 48 IN. CLEAR OR SWING OUT ANOTHER AT REAR, 36 IN. LONG, CENTERED ON 1�,?�;,,,,�-lll '--, � �l ­­, ,�, - ­ - 1� I , _�­,, " , , , ­ � 1, .,� I '' , , �,,!.,��r ,�,,�,3�- li�:7� '!­ I I I - __: ,�r , 7 5,3.1 ON EACH SIDE AND AN INTERMEDIATE HANDRAIL FROM VESTIBULE. TOILET. BOTH MOUNTED AT 33 IN. HIGH , � ­­­ - ._ I -- FOR EACH 88 IN. OF WIDTH, 44 IN. OR LESS PARALLEL TO GROUND. I � I I I - ''I -_ ­­ I ONLY REQUIRED ON E SIDE UNLESS TWO OPEN 8.5 HARDWARE 9.8.9 GRAB BARS AT WATER CLOSET LOCATED ON EACH - ­ SIDES. 8.5.1 LATCHING AND LOCKING DOORS SHALL HAVE SIDE OR AT ONE SIDE AND BACK OF ACCESSIBLE 11 I I 5.3.2 LOCATE 30 IN. TO 34 IN, ABOVE NOSING OF HAND -ACTIVATED LEVERS, PUSH-PULL OR PANIC I WATER CLOSET. ONE AT SIDE 15 TO 16-1/2 IN. I,-"___ , 0 , i TREADS. EXTEND 12 IN. BEYOND TOP NOSING DEVICES CENTERED BETWEEN 30 IN. AND 44 IN. (+I IN.) FROM CENTER LINE OF WATER CLOSET �l ` " , �i Gf�'�l j �`, 0,; iN, C; .hA4`­LA' i ABOVE THE FLOOR. LATCHING, OR LOCKING, DOORS I AND 12 IN. PLUS TREAD WIDTH BEYOND BOTTOM STOOL, 4-2 IN. LONG MOUNTED 24 IN. IN FRONT , 0 () , - NOSING WITH ENDS RETURNED OR TERMINATE IN IN A PATH OF TRAVEL ARE OPERATED WITH A OF TOILET, ANOTHER AT REAR, 36 IN. LONG. �c�nT- %�gy��-��l L_k� 5) 5 7 :�� I � �, 'I I I NEWEL POSTS OR SAFETY TERMINAL. WHERE E HARDWARE. MOUNTED AT 33 IN. HIGH PARALLEL TO GROUND i ------- I I EXTENSION IS SAFETY HAZARD, TERMINATE IN LOCKED EXIT DOORS SHALL OPERATE IN T THAT OBSTRUCTS 1030 GiRou'R_ x ROUNDED OR RETURNED SMOOTHLY TO FLOOR OR EGRESS DIRECTION, PLACEMENT MAY BE AT 36 IN. MAX. -I--,-- ,q < WALL. 8.5,2 MAXIMUM EFFORT TO OPERATE DOOR (CLOSER I I c(Xll;l__ll_;:,l. I Yp__ I , - - Il 0 - 5.3.3 HANDRAILS TO BE SMOOTH WITH NO SHARP PRESSURE): INTERIOR, 5 LBS.; EXTERIOR, 8.5 9.9 SHOWERS 9 -1 - X --- j�L I CORNERS, A 1-1/4 IN. MINIMUM TO 2 IN, LBS. FIRE DOORS MAY BE 15 LBS, 9.9.1 COMPARTMENT A MINIMUM 3 FT. 6 IN. WIDE, 4 0 0 D E 'Ez D11 1- ION IL"D 'o I e,4� C, I I MAXIMUM CROSS SECTION . FT. DEEP WITH ENTRANCE 3 FT. WIDE, ___­_�__ 00 (n 5.3.4 HANDRAIL TO BE LENGTHWISE MEMBER MOUNTED I 11 I ��:, -, �'� "", "', ',I 1� 1. I �.� 8.5.3 POWER -OPERATED DOORS SHALL HAVE TWO GUIDE OBSTRUCT TRANSFER FROM FIL000 Zr)��;�z ---------,, I �',' �_ , � I If I I U co DIRECTLY TO WALL BY MEANS OF BRACKETS �_ , ­1 1, �� . �, �, � ­ I . of I-, SPACED NOT LESS THAN 1-1/2 IN. FROM WALL. RAILS INSTALLED ON SWING SIDE PROJECTING WHEELCHAIR TO SHOWER SEATS. I - �' . 6 �:-,] � , �:` �'! " � 1''. 11 11 ': , +-, I-, BRACKETS ATTACHED TO LOWERiD£ SO NO OUT FOR DISTANCE NOT LESS THAN WIDTH OF 9.9.2 GRAB BARS, "L- SHAPED, 24 IN. X 36 IN. ___ __11 I , � � .1. � , , I I I I DOOR. RAILS SHALL BE NOT LESS THAN 30 IN. LONG SIDE ON WALL 'NTH CONTROLS, MOUNTED e ?:� - :3Ln � - -Q'D .,- , I I " -,--,- " - OBSTRUCTION TO SMOOTH SURFACE ALONG TOP FLOOD 70�41E G"Mi " , - _L: 0 c:> f, IN HEIGHT WITH SOLID OR MESH PANELS AND 33 IN. - 36 IN. HIGH. GRAB BARS TO COMPLY � 1z, JR M- YES 1-, 1, , , 1; - 11, 'T AND BOTH SIDES OF RAIL, HANDRAIL TO I (�� )oi 4 stil I I , , . CAPABLE OF RESISTING HORIZONTAL LOAD OF 50 WITH REQ'TS OF 9.6.2 AND 6.4. _­­1 - - ­ . r. 9.9,3 THRESHOLD MAXIMUM 1/2 IN. OFFSET WITH 45 r­,,,7,-7 I EXTEND INTO REQUIRED WIDTH NO MORE THAN 3 =--­ cd Lo IN. PLF AT TOP OF RAIL. I Wll��rl%.,A-ilu%fl )& c1_0j- DEG. BEVEL OR SLOPED. ----__.____­ TES' N,C) I ,� --- I I 011111 1� I- ____,______ , I '' XN 5.3.5 BRACKETS AT NO MORE THAN 8 FT, O.C. MAY BE �<2 3:1 � - I .. c -�3- SANITARY FACILITIES . MOUNTED TO GUARDRAIL. 9.0 BAR,9 RK)WNt-F ,'E00F YE t-_-', 0) F1 5.3.6 DESIGNED FOR GRASPING SURFACE TO PREVENT 9.0.1 ON ACCESSIBLE FLOORS OF A BUILDING 9.9.4 SLOPE TO DRAIN LOCATED WITHIN 6 IN. OF ­:= I _', PERSON FROM FALLING. FACILITIES SHALL BE ACCESSIBLE, REAR WALL. MAXIMUM SLOPE 1/2 IN, PER FOOT FiESMENIFIAL IV FEEE "lle- Nt 0 >_ I 9A ENTRY IN ANY DIRECTION. SLIP RESISTANT FLOOR OF � ­___ _.- y 1� ES NO I � I'I 11 I . � ­< , E \_1111 5.3.7 MOUNTED TO WITHSTAND LOAD OF 200 LBS. ... � � 1 71-- APPLIED ANY DIRECTION, AT ANY POINT. 9.1.1 ENTRY DOOR SHALL BE A MINIMUM OF 32 IN. CARBORUNDUM, GRIT FACED TILE OR EQUIVALENT �__ --D L ,.� � riR,, I _ot .�­l I',, 1- - I � A- I �� - =._-JIL .Ll __=__-_-� I I I __ � SO ,�-IOOL D'ST-T , 5.3.8 OPEN STAIRS SHALL HAVE GUARDRAILS. CLEAR. MATERIAL. I , YES NO _,"'or c 0 . ul`l�l - - , 9.1.2 A LEVEL CLEAR AREA 60 IN. DEEP WHEN ENTRY I , � 9.9.5 FOLDING SHOWER SEAT ON WALL OPPOSITE � -1 I _P q_ 1 5.4 TREAD, NOSINGS AND RISERS DOOR SWINGS TOWARD APPROACH AND 48 IN. CONTROLS MOUNTED AT 18 IN. ABOVE FLOOR. -4----', tA:7 , DEEP WHEN THE DOOR SWINGS AWAY FROM THE 9.9.6 CONTROLS, BY LEVER, OR PUSH-BUTTON, - 11 I I I cl I ?_ 61-<,- * I 1 ll��8 co 5.4.1 TREAD SURFACE SHALL BE SLIP RESISTANT WITH . � � .1 I - I I 0 u, 114�_l CHAMFEREDSMOOTH, ROUNDED OR EDGES WITH NO APPROACH (OR 44" IF DOORS DON'T HAVE OPERABLE WITH MAXIMUM 3 LBS. OF FORCE. 1-- �_____--­__._,_ I-_ fl- ABRUPT CHANCES AT NOSING. CLOSED RISERS . OPPOSITE SEAT, AT 3 1 -11,1,,�- _____­ � I I I � ______� (D_ , rl,, WITH NOSING TO PROJECT NO MORE THAN 1-1/2 9.1.3 THE ENTRY DOOR SHALL HAVE A SYMBOL 1/4 IN. FT. 4 IN. ABOVE FLOOR. FLEXIBLE HAND il"lllX,?vcl`- �r----_ c- d I I ,,,_-,,,,�,,�ii,�,��,,,�-;,i"���-,�,��,,q lff,__ 51_�'l - � i - I , I �� ""j,' _� - I ,;, ­',_,,,7,j,'_'�, 1 , , ' r� q 'r " IN, PAST FACE OF RISER BELOW. THICK, CENTERED ON DOOR, MOUNTED AT 60 IN. HELD NTH HOSE -5 .FT. LONG MOUNTED AT 4 FT, 5 F5 J�'a ,, "? ' %l ," , 'a L I 4_� ? , � " ,, Run '-p_ I c I-- - I I I 11 I I AND CONTRASTING IN COLOR FROM DOOR, FOR ABOVE FLOOR; FIXED HEAD AT 3 FT. 4 IN. I t:�.,��-pr��'�!,g',�,,-:fT�7�',-�:�4 tjy­,,-,,, ll'�,4%5l";5­--,­Q- � ` L, <r ,zr 0 �6 0 ,l IV �t, �, �j , - - I " �,3z" ug,qlv "'I", rq 5.5 STRIPINGS MEN, AN EQUILATERAL TRIANGLE (12 IN, PER HIGH. & �, 6� f - I I - - (­ 0 rd J um - : � I I I I 1-1 - - , 5.5.1 UPPER APPROACHSIDE) VORTEX UP; FOR WOMEN, A CIRCLE (12 9.9.7 SOAP DISH LOCATED AT MAXIMUM OF 40 IN. 9 ll�* ur ­ � 11 11 d In I 0 `- vf,�­,D,A V L I AND LOWER TREAD OF EACH ­�t,%-5r'll)sy, -P /-\ FLIGHT OF EACH STAIR MARKED WITH STRIP OF IN. DIAMETER); FOR UNISEX, A CIRCLE (12 IN. ABOVE FLOOR ON CONTROL WALL. I - , �-,, , hirff, k�-,�v- - lll­�ll - I �""�­j '� ""' "��"` 'Al- "'t". - I �, 9.9,8 IF NO COMPARTMENT, LOCATE IN CORNER OF EE L §',R,; -, - " Qlfli,RV�) m I - (- ,q DIAMETER) WITH TRIANGLE SUPERIMPOSED ON *� , � 11 1­�' _ I (�j C) CONTRASTING COLOR, MINIMUM 2 IN. WIDE I ,,sui�,uL, ti,q "" 11 I I ­ -11,11, I . , ,�� , ­1111"N' , I ­i CIRCLE WITHIN THE DIAMETER. SEE DETAIL WITH I 71,w, � 1�,'Jl i"I'll z g ? ,,� �c', �&, - CD d .WR, "'. . , ,��, 4% l�.1!-���,�4��,'�A"P,,�,i��AL pLA 11.0 , , PLACED PARALLEL AND LOCATED I IN. FROM I 1u " . __4 P. I f'; - I, k' jf,,- y", �- , r , 0 " t", ,,,- ­­ , v4q - ,,, ","K .Vj _�, , , , - � I I �,� '' "I - 14/AO.4 FOR ADDITIONAL INFORMATION. ADJACENT WALLS WITH FOLDING SEAT ADJACENT i 0 ,v "'W'a " f� Si iII' - �,"'' " " 1-1 . (�j < ­4 c/) 1_11 .. , ,,, , � , ,On the ir �, � "'Y" � " . S NOSING OF TREAD OR LANDING. 8 P c It, 0 1 I I " ,�Z, Nvm�, mu ,4b sqI I , -� i" ,� ­, I z* , , , i � &' III t�) i", I��b 5.5.2 EXTERIOR STAIR, ALL TREADS ARE TO BE TO CONTROLS. �,rl, " U� la," i 'e, I _ ­ 11"In I 11 � yfioa _ , 'I a I i'l MARKED PER ABOVE, 9.2 CIRCULATION WITHIN TOILET ROOM ��,11, .", �M_k %,j,,' 4 -a alrl�' c1langes ::::� - , 1, , ej r I % , " Per" t _T7 L - � ,'rllle� 'is,QWf' frOM the 5.5.3 STRIP TO BE AT LEAST AS SUP -RESISTANT AS 0 IN, IN DIAMETER TO 27 IN. 10.0 DRINKING FOUNTAINS _,� A, i I I, " u v4 STAIR TREADS. HIGH OR 56 IN. BY 63 IN.. DOORS SHALL 10A (tj� CtD6 Vi n ,,,� , NOT SWING INTO THE FLOOR SPACE 10.1,1 POSITION WITHIN ALCOVES OR NOT TO ENCROACH III Ejccepf�'iqj^xj < 6.0 GUARDRAILS REQUIRED FOR ANY FIXTURE. IN PEDESTRIAN WAYS, MINIMUM 32 IN. WIDE, i b5 I Ui , of I I I 5 n's PhIn ar,dLsoot;i;,ic,g v"a"', It" t"171UH1 I'll" , - .!iogls SHALL NOT \\\ , hald v� �­,y­­, e -�� ,_ ,,,)',,zl'�') a'9' "O�al O' tp' viOlWi011 of any u f prolji�, '� 6.0.1 REQUIRED AT UNENCLOSED OPENINGS 30 IN. 9.2.2 44 IN. WIDE ACCESS TO THE HANDICAPPED, 18 IN. DEEP. i - ABOVE GRADE AT STAIRWAYS, RAMPS AND 10.2 PROJECTED FOUNTAINS (UNREASONABLE I l0rlo Of ANY ,III , 1),'),, ., , �� . LANDINGS. 9.3 GRAB BARS HARDSHIP) ! r,,,-,o or siale Law. 6.0.2 TOP AT 42 IN., UNLESS STAIR (NOT LANDING) 9.3.1 , STRUCTURAL STRENGTH FOR GRAB BARS, TUB 10.21 IDENTIFIABLE TO THE BLIND BY SURFACE 1 Acc,eptgd py ' l d RAILS WHICH MAY BE AT HANDRAIL HEIGHT. FASTENERS AND MOUNTING TEXTURE. SURFACE TEXTURED FROM MOUNTING 1 71 I/ 0 Ln 6.03 OPEN RAILS TO HAVE INTERMEDIATE RAILS OR DEVICES. Dato -?0/14 oj , , WALL TO 1 FT. IN FRONT AND I FT. BEYOND _22:�t-1::;l I ORNAMENTAL PATTERN SUCH A SPHERE 4 IN. IN 9.3.2 BAR TO BE 1-1/4 IN. - 1-1/2 IN. DIA. EACH SIDE OF WATER FOUNTAIN, OR I %1 TA ANA .;> DIA, CANNOT PASS THROUGH, EXCEPT 6 IN. MOUNTED 1-1-/2 IN. CLEAR TO WALL. NOT TO 10.2.2 WING WALLS ON EACH SIDE OF FOUNTAIN, MY OF SAI % SPHERE AT TRIANGULAR OPENING AT TREAD, EXTEND INTO REQUIRED CLEAR WIDTHS MORE MINIMUM 32 IN. CLEAR BETWEEN WING WALLS - C5 RISER AND BOTTOM ELEMENT. THAN 3 IN. PROJECTING FROM SUPPORT WALL TO PROJECTING Dale lssLps��J:m I / - 2 ... i 112 5 ll� -P 9.3,3 1/8 IN. MINIMUM RADIUS ON ALL EDGES. BAR FACE OF FOUNTAIN AND WITHIN 6 IN. OF , ,_ ,,__ 1__��' I 7. �� to ' f,_: I- �l 11, - I -, �. , i: -�"7--�­_ 1 ­ � 7.0 PARKING AND ADJACENT SURFACES FREE OF ANY SHARP OR SURFACE OF PATH OF TRAVEL. ��� �,­ � _1� 1.�e,'�l I ,,, �, - � " " � _. � ­ I I 1� I I I I I I 10 7-0,11 NUMBER OF SPACES SHALL BE PER i, - C-) , TABLE 11B-7, 1994 UBC 9.3.4 BENDING STRESS IN A GRAB BAR OR SEAT 11.0 CONTROLS, SWITCHES AND OUTLETS I I I . ­', 1­1._ Iddeffol& I I INDUCED BY THE MAXIMUM BENDING MOMENT FROM 11.0.1 RECEPTACLE OUTLETS. MINIMUM 1 FT. ABOVE I - I - i - I � >1 7.1 SIZE OF SPACES THE APPLICATION OF 250 LB. POINT LOAD FLOOR, x i I � I I I I , I A ( 7.1.1 INDIVIDUAL SPACES 14 FT. WIDE LINED TO SHALL BE LESS THAN THE ALLOWABLE STRESS 11.0.2 LIGHT AND CONTROL SWITCHES AND MANUAL FIRE I --- d ­1 � . PROVIDE A 9 FT, PARKING SPACE AND 5 FT. FOR THE MATERIAL OF THE GRAB BAR OR SEAT. ALARM BOXES; MAXIMUM HEIGHT, AT 4 FT.; \ / �_� - - ". � 11 > , ; I � I I � �l - LOADING AREA ON THE PASSENGER SIDE OF 9.3.5 SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT MINIMUM HEIGHT, AT 3 FT. ABOVE FLOOR. /111 I I ol 0 THE VEHICLE. BY THE APPLICATION OF A 260 LB. POINT LOAD . 11 s',. I u i 7.1.2 TWO SPACES 23 FT. WIDE LINED TO PROVIDE SHALL BE LESS THAN THE ALLOWABLE SHEAR 12.0 CORRIDORS `­ 11 I . . I � , , ; TWO 9 FT. PARKING SPACES AND ONE SHARED 5: STRESS FOR THE MATERIAL OF THE GRAB BAR OR 12.0.1 ACCESSIBLE CORRIDORS SHALL BE MINIMUM 3 FT, ,X , _ 11 . o. C-2 .. I � FT. LOADING AREA. SEAT, AND ITS MOUNTING BRACKET OR OTHER 8 IN. WIDE. - I 5, * �_ 7.1.3 ONE IN EIGHT SPACES SHALL BE VAN SPACE, 9 FT. SUPPORT IS CONSIDERED TO BE FULLY , , --- , ­1, I Ltj - 12.0.2 CORRIDORS OVER 200 FT. SHALL HAVE A � . ':. WIDE WITH 8 FT. LOADING AREA. RESTRAINED, THEN DIRECT AND TORSIONAL MINIMUM CLEAR WIDTH OF 5 FT., OR 5 FT, By I I I 11 I �. I . Llj - I PROVIDE SIGN PER 7.2 INDICATING SHEAR STRESSES SHALL NOT EXCEED THE 5 FT. WHEELCHAIR TURNING SPACE OR PASSING x .. - a: I VAN ACCESSIBLE. ALLOWABLE SHEAR STRESS. ALCOVE CENTRALLY LOCATED, OR INTERVENING 0 ALL SUCH SPACES MAY BE GROUPED ON ONE 9.3.6 SHEAR FORCE INDUCED IN FASTENER OR CROSS OR TEE CORRIDOR MINIMU 4 1 - e\ . %ol LEVEL OF A PARKING STRUCTURE, MOUNTING DEVICE FROM THE APPLICATION OF A Arft I N� - I . I c <l: I 12) 11 250 LB. POINT LOAD SHALL BE LESS THAN THE 12.0.3 HEIGHT. MINIMUMJ 7.1.4 MINIMUM DEPTH OF PARKING SPACE 18 FT. ALLOWABLE LATERAL LOAD OF EITHER THE " I r' 13.0.1 IN ALL ASSEMBLY PLACES SEATING )M 11 I I I IR I � 14 . It, 1; I' SEATING CAPACITY " SPACES 4-50 � 11 1 2 51-300 _­ 14,14 301-500 ­__111,11 6 11 over 500 � add 1 per sN I '. '1100 , 1 13.0.2 EACH SPACE- MINIMUM OF6 ; 11 : . IN ' LENGTH AND 30 IN. IN WIDTH A LEVEL, 13.0.3 MEN OVER 300; LOCATED IN Ill, ,,RE THAN ONE LOCATION. I ' I I ' 13.0.4 IN ADDITION,.. T PACES PROM FOR WHE HA RRS, THERE SH' BE � \ PRO NG FOR SEMIAM LANT , ,% Di' (HE NUMBER OF,�,' CH ,, , , B iLEAST 11 ATIN rl BE EQUAL TO " _ e,lll I :7RC _ E TOTAL SEi, AND iff 25 15 In MACARTHUR BLVD. EXISTG, WALK EXISTING H,C, PATH OF TRAY EXISTING OFFICE 17,709 SQ, FT, OFFICE AND SERVICE 7 3232 W, I MacArthur Blvol L 0 1 MACARTHUR BLVD. 15" SETBACK { ED r Tl " 1 EXISTING H,C. EXISTING -_ .r.. ( PROPOSED ®' FH I 1 � -.�Ii , PATH OF TRAVEL DRIVEWAY 1 , ,1 PARKING SPACES / EE 3 , 15' ISETBACK 31 36 41 45 � � I 33 � 1 35 46 (TYP� 1 i t PR POSED FENCE a � 30 25 20 16 24,15 � tt� r � I,f t i i 1 EX STING SIDEWALK EXISTING 54 SPACES � +.- � � PROPOSED ❑POSED � 9 SPACES TO BE I ; -� PARKING SPACES DELETED AND REPLACED L1"�#kM 5 10 15 14 115 20 i y _ ;t, ..... H.C, PATH OF TRAVEL PROPOSED ; t EXISTING SPACES 9 s � 9 7 PARKING SPACES (46-54) TO BE � RAMP DEMOLISHED (SEE .. ® ® O 1 � � PROPOSED (EXISTING) RAMP EXISTING SITE PLAN) � 1 5 10 � � ' <EXISTING) a t1! �. t • �,._., N E W RAMP H,C, PATH OF TRAVEL' PROPOSED GATES EXISTING WAREHOUSE °-�- ..... 3 3,15 2 SQ, FT, ` PROPOSED PROPOSED WALKWAY ,WALKWAY I1 Cl Ex (EXISTING) PROPOSED I DROPOFF �,, ZONE ��}} � � 0 � a � ' F H, DOCKRAM EXISTING BATTING CAGE T� R, i (BY OWNER)Ae , f RAMPr t PA •+ a RCEL � 15-' SETBACK d � I • ` ) a PROPOSED FENCE' PROPOSED FENCE PROPOSED ACCESSWAY ,.°� / f� EXISTING CURB Jjf(p +I PROPOSED„ �,;• r f`�' �� ,,� l UTILITY PROPOSED EXISTING SIDEWALK ft BLDG, RESTROOM _vim I # PARCEL 2 . EXISTING BUILDING SEWER � •�'` ' LOCATION ,. 3 42 LINES � r�A F Ham. . r r / �� f CA EXISTING MANHOLE �° 1 ,- ,-°'� e,�`. � LO '� EXISTING CURB , �'/ / �° ��JO PACIFIC BELL �,, � ,,� .��,, ..�" EASEMEN30 T ,1 EXISTING SIDEWALK ,,•°� �4,�' Sa �15` SETBACK (7 PROPOSED FENCE �.-''- '; JO HE 110 '/ / r �,,,•' 10' 10' 30' 50' 70' 90' ( 7 ♦$ / �: _ �,.•'°� REDUCED PRINT SCALE SU G & '� °�.• P APPROXIMATE LOCATION OF e EXISTING SANITARY SEWER tiR [I J Project Site 3100 �1�I'�]. (� �� MACAR i HU Y BEND. SAN TA AN A, CA 92704 0) 75 �t C 0i LJ l l'l O / t� ry 0 U m � VICINITY PLAN SHEET INDEX A04 ADA HANDICAP NOTES AND DETAILS, A1.1 SITE PLAN AIJEX EXISTING AREA SITE PLAN 75 � A2,1 FENCING PLAN/DETAILS n > A211PIC CHARTS FIELD FENCING PICTURE EXAMPLES m A5,1 FLOOR PLAN / ELEVATIONS ;-�-� Q - S-1 GENERAL NOTES, TYPICAL DETAILS �- S-�2 FOUNDATION PLAN, ROOF FRAMING PLANS TYPICAL n �' U DETAILS P-�1 PLUMBING NOTES, SYMBOLS, SCHEDULE, ISOMETRICS P-2 PLUMBING PLAN 4 U E-1 ELECTRICAL SCHEDULE, NOTES, SPECS, SYMBOLS c5 E--2 ELECTRICAL POWER & LIGHTING PLAN LIA LANDSCAPE PLAN < aU HA IS FIELD O APN 414-272-08 TRACT N❑1 11421 PARCEL.._ 2 l � U QJ CALVARY CHAPEL CHARTS FIELD DEVELOPMENT 3,52 GROSS ACRES ZONING: SD-58 (CHARTS FIELD) GENERAL PLAN LAND USE,, INDUSTRIAL 1 U PARKING < EXISTING PARKING STALLS (PARCEL 1) 101 NEW PARKING STALLS (PARCEL 2) 41 3 ' C) STALL. BEING REMOVED (PARCEL 1) 9 0 � Q TOTAL. NEW STALL BEING PROVIDED 32 Q REQUIRED NEW STALLS (1/5000 SQ, C FT, OF NEW FIELD SITE) 31 TOTAL STALLS (PARCEL 1 AND 2) 133 � 00 HANDICAPPED STALLS -1E -- EXISTING (INCLUDES 1 VAN) (PARCEL 1) 6 PROPOSED PARKING (PARCEL 2) - � 2 0 CUCdIn CHA IS FIELD UTILITY BUILDING U API 414- 272---01 TRACT NO, 11421 PARCEL 1 � � � � d� CALVARY CHAPEL CHARI3 FIELD UTILITY BUILDING ® n sue' DEVELOPMENT c�I (D 5,110 GROSS ACRES C 0 ZONING, M�-1 0 s Ln M GENERAL PLAN LAND USE,, INDUSTRIAL � I- U PARKING EXISTING PARKING STALLS (PARCEL 1) 10 - -p C r~ HANDICAPPED STALLS U ry � o In CL EXISTING (INCLUDES 1 VAN) (PARCEL 1), U a PARTICIPANTS TENT,, STRUCTURAL ENGINEER,, LVARY CHAPEL JIM L, LANGSTON Q GO`S MGMTI GROUP LANGSTON & ASSOCIATES HN JACKSON 1810 E, 16TH STREET 00 W, MACARTHUR BLVD, SUITE 670 Santa Ana, CA 92701 U nta Ana, CA 92704 (714) 936-8655 14) 556-7404 n/ CHITECT= LANDSCAPE ARCHITECT,, > SEPH COLOMBO BLAKE HINMAN RITAGE CENTER LANDTEX 0 N. TUSTIN AVE, SUITE "G" LANDSCAPE ARCHITECTURE INC. U NTA ANA , CA 92705 31726 RANCHO VIEJO RDt, SUITE 206 14) 547-7773 SAN JUAN CAPRISTRANO,„{ 5 14) 547�--7783 (FAX) (949) 248-1993 0 (949) 493-�0706 (FAX) m '�i°�� � RVEYOR CITY PLANNING REP,, C A SURVEYING VERNY CARVAJAL No. 2 O,BOX 742 20 CIVIC CENTER PLA 256 SANTA ANA, CA 92701 �► 09) 40 -4 r Santa Ana, CA 92705 t` (714) 647-5899 P-CA a A 1 . SCALE: 1 " — 40'-0" 4312 I MACARTHUR BIND. EXISTG. WALK L-1 F-1 EXISTING H,C, PATH OF TRAVEL _: EXISTING OFFICE 17,709 SQ, FT, OFFICE AND SERVICE 3232 W, i i MacArthur BCvtl, I 5 1 STING t47 SPACES ti L Ll 1--- 42 t Li t 4"WIDE STRIPE (TYP) 9' 0 N 30 25 } 'q-CURB A BUMPERSTOP PARKING LOT STRIPING NOTESE 1) DEVELOPMENT REVIEW COMMITTEE SITE PLAN COMMENTS SEE DWG ALP 2) GENERAL LOCATIONS FOR PINT OF C❑NNE CTI❑NS (P,O,C) ❑F _UTI.L'-TIES ARE AS INDICATED ON PLAN, 20 C_ _\ T P R 11 J 1: C/ MACARTHUR BLVD. -15' SETBACKProject Sit'�L._ 3232 W. Li ❑,IAArARTHHR __—___!���a _ ❑ © � �_._�_. _ _ PARKWAY CULVERT-3 \, •- Ll EXISTING PR❑POISED {_ < x 1 FH SAN-TA ANAXA _ DRIVEWAY CONCRETE ❑ PROPOSED I2704 C GUT PARKING SPACES3' I EXISTING H.C. TYP) t -15 SETBACK 31 1 ( 1 136 41 145133 35 40 ( CD PATH ©F TRAVENLS, EXISTING . WAREHOUSE r in RAMP (EXISTING) ❑ PR POSED FENCE Q I 24 2 - 1301 > k C� 30 ( I 125 20 1 1160 > Alpine �SireeL 0 � Y � PARKING L❑T STRIPING %�/�(��` � EXISTING 54 SPACES CONCRETE GUTTER — 9 SPACES TO BE 4- t PROPOSED ti � � � t F 0 DELETED AND REPLACED(EXISTING) '" ` PARKING SPACES 0 � 0 -0 � �y j !! t L 3 o z (L_' L.-�. 5 10 15 _..._ � .."`"'�,., :� (( 14 i15 20 ; t � !, < -� 1 0--- EX�STING SIDEWALK West Lake Center Dr4 � � H,C, PATH OF TRAVEL EXISTING .9 SPACES (46--54> TO BE 1 PROPOSED El r,-) �—�.!��,�PARKING SPACES Ctil � � P � C ] AN VICINITY PL DEMOLISHED (SEE �� � � CD WALKWAY EXISTING SITE PLAN) 1 5 10TI �� PR❑P❑SED (EXISTING) (c t NEW RAMP SHEET INDEX � I-I,C, PAT-1 OF TRAVEL � PROPOSED NC RAMP GATES --�- , �'' A04 ADA HANDICAP NOTES AND DETAILS � mot- � J) -SIT-E__.. PI- A N AL EX EXISTING AREA SITE PLAN (j,, 33,152 SQ, FT, PROPOSEDY `� A1,2 DEVELOPMENT REVIEW' COMMITTEE COMMENTS - > Pq WALKWAY iQ A2,1 FENCING PLAN/DETAILS u, `' _ _ 1 t-, t PROPOSED 14 ��, A5,1 FLOOR PLAN / ELEVATIONS -- +> PROPOSED t ; 10'W, WALKWAY It 2 S--1 GENERAL NOTES, TYPICAL DETAILS �..1 25 o DR❑P❑FF ; ` ` S -2 FOUNDATION PLAN, ROOF FRAMING PLAN, TYPICAL (- _ _p Z❑NE - ` t DETAILS u cS P-1 PLUMBING NOTES, SYMBOLS, SCHEDULE, ISOMETRICS �- �_ Q P-2 PLUMBING PLAN U u E-1 ELECTRICAL SCHEDULE) NOTES, SPECS, SYMBOLS ' E-2 ELECTRICAL POWER & LIGHTING PLAN u `' - <I: P,❑,C, POTABLE WATER I PRCIP❑SED --�- ( fV � ---� cu + RARIS < (') EXISTING BATTING CAGE PRACTICE FHt C +J w o TRSFR. El DECK ;RAM (BY OWNER) rr' , �� INFIELD APN 414-272-08 TRAr,T N❑, 11421 PARCEL.._ 2 � � v log- ,'�` ` CALVARY CHAPEL CHARTS FIELD DEVELOPMENT WALKWAY r } RAMP (EXISTING) r`f p 3,522 GROSS ACRES C --------- LlG��� �, ,.�`,,` � r � ZONING: SD-58 (CHARTS FIELD) � � PARCEL I � �� ��� ,' � � GENERAL PLAN LAND USE: INDUSTRIAL � < �'` EXISTING DRAIN I � -- T❑ STORM D N PARKING u `- Ll EXISTING PARKING STALLS (PARCEL 1) 101 p - NEW PARKING STALLS (PARCEL. 2) 41 � a U 15' SETBACK j STALL BEING REMOVED (PARCEL 1) 9 P,❑ C, L] , TOTAL NEW STALL BEING PROVIDED 32 0 --- ' REQUIRED NEW STALLS (1/5000 SQ. c Ln PROPOSED FENCE ELECTRICAL f �` � � PROPOSED FENCE / ° CD' I FT; OF NEW FIELD SITE) 31 � C) r PROPOSED PROPOSED � ,�'` � r � T❑TAL _ S_T_A.LLS_ (P_ARCEI__ 1 AND 2) 133 � � m ACCESSWAY __ .__.. EXISTING CURB cu �... RESTROOM HANDICAPPED STALLS 4-> -_ PROPOSED ,�`� 1 EXISTING (INCLUDES 1 VAN) (PARCEL 1) 6 a 0 UTILITY ROOF f` �P j,/ / Q� BLDG, OVERHANG D EXTSTIN SIDEWALK / PROPOSED PARKTNt� (PARCEL 2) 2 0 In 1- `%` ''e f`` j 1f CHARTS FIELD UTILITY BUILDING ::D ,� , EXISTING 4 tf I T �- Ll r API 414 27 01 TRACT N❑, ..142 PA E � 8 SEWER ,/ / CALVARY CHAPEL CHARTS FIELD UTILITY BUILDING F > �r / DEVELOPMENT <1 PARCEL 2 r / 5,110 GROSS ACRES -p � 0 0) � -p� EXISTING STING PRIVATE WELL - s ,- r',e► c�(r mac` / GENERAL PLAN LANAI USEf INDUSTRIAL � <I � T_ ---" - - -- r P,D,C, IRRIGATION WATER /' �, I- I-- )� ROOF (FOR FIELD) r,- �,�- PARKING s► OVERHANG qq �. �� ,,� P,❑,C, SEWER �' �,��'`��`� ,- �✓' EXISTING PARKING STALLS (PARCEL 1) 101 L u 01 � BUILDING WALL ,� HANDICAPPED STALLS u >_ o o In LOCATION LINES EXISTING (INCLUDES 1 VAN) (PARCEL 1) 6 t� - `> o ? 9F ,✓/ r < �� Q ,3 ( 4 ` '` 2 qq E STING CURB ,, / �`� �' i, � R T T P A T -C Q < � '\ XTSTTNG SIDEWALK '� '` �� ,,' " CATLVARY CHAPEL ❑F C&AV SURVEYING JIMULT LANGST❑NURAL NEER 0 � �/ � A 1I/23/2004 ` �15' SETBACK f. �� C❑STA MESA P,❑,B❑X 742 LANGST❑N & ASSOCIATES75 EXISTING h-PR❑P❑SED FENCE 4 `� f nNITAGT PE4>SQIU. SUN CITY, CA 32586 1810 E, 16TH STREET C d 07/11/2005 MANHOLE `'` PACIFIC BELL EASEMENT 2� APPROXIMATE LOCATION OF EXISTING SANITARY SEWER ,- J❑HN JACKS❑N (909) 640---4 99 Santa Ano,, CA 92701 (714) 836-8655 n L❑G❑'S MGMT, GROUP CIVIL ENGINEERa LANDSCAPE ARCHITECT; 4. Li 3000 W, MACARTHUR BLVD, R❑BERT C, EVERSON', PIE, BLAKE HINMAN °— SUITE 670 HALL & FOREMAN, INC, LANDTEX Santa Ana, CA 92704 4-2 0 EXCHANGE, SUITE 100 LANDSCAPE ARCHITECTURE INC, + (714) 556-7404 IRVINE, CA 92602-1301 31726 RANCHO VIEJ❑ RD,, SUITE 206 LD (714) 665--4542 SAN JUAN CAPRISTRAN❑, CA 92675 -a' � ARCHITECT: (949) 248-1993 u —I J❑SEPH C❑L❑MB❑ (949) 493-0706 (FAX) HERITAGE CENTER (, - 1100 N, TUSTIN AVE, SUITE G CA 92705 CITY PLANNING REP:kA SANTA ANA, 7 VERNY CARVAJA L. _1 ` (714) 547 773 20 CIVIC CENTER PLAZA F , (714) 547-7783 (FAX) SANTA ANA, CA 92701 Santa Ana, CA 92705 (714) 647-5899 DP NO. 2004�-~-50 {j�, i V q x �/yx ni i x t � ..i1.1 �ll �0 �� y_. PLAN CHECK V � � � � �! No. 101 � A l F 1 ... __LL. tt -EXISTING DRAIN T❑ ST❑RM DRAT RED c� ��PSI...-� jam` P U1 E NLAINI 1 4312 lve-1, IL 4—#4 VERTICAL Ligi I < & #3@ 6110.C. Q HORIZONTAL GATE ELEVATION— p n CLEAR (TYPICAL) FENCE ENLARGED DETAILS SCALE: 1 /4 ;1-1 3-0)) INSIDE PROPERTY 2 I—oj$ 30'—O"(TYPICAL PILASTER SPACING) LINE SETBACK 30" X 30" PRECAST CAP (TYP) PROPERTY LINE PILASTER (TYP) 71-6*1 ,SETBACK TAN SPLIT FACE BLOCK (TYP) R.I. POST 3" X 20 GAGE GATE CLEAR PLAN TAN SPLIT PLAN @ GATE FACE BLOCK OUTSIDE PROPERTY LINE SETBACK r, , ---- PICKETS 3/4" V1 1/2" TUBE X TUBE X 20 GAGE 1-1/2" 0 TUBE X 16 GAGE R.I. POSTAGE 3"0 (TYP) (TYP TOP & BOTTOM RAIQ/ (TYP TOP & BOTT( X 20 G li I L- Li L- I f-\ I t- FENCE ELEVATION "A " F 0 R DETAILS EXISTING WATER LINE METER !� IN VAULT—� (EXISTING 16 PIV (EXISTING NOTES 1, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND �—#5 VERTICAL & V4 TIES 0 16 $1 0. C. dORIZONTAL #4 @ 12 " 0. C. E. W. T.B. u� 15' SETBACK (4- CD 3: < w. ou (y) CD PROPOSED 6' HIGH FENCE a) LA ul In 41 c) cu /6/ < c (y) cu u x 0 4-' u cs Q) 75 0j J C' u L ul F H /' <u 0 sx C5 a tn u > <1 'q� 0 61 (N] C5 rk n C4 0 7 0 EXISTING CURB -c EXISTING SIDEWALK 0 < CONDITIONS IUM'S IN THE FIELD 15/ SETBACK :3 PROPOSED 4-' < BEFORE COMMENCING ANY WIDE GATES 0 PORTION [IF THE WORK, 'T PROPOSED 6' HIGH 2, M ATER IAL.S> TO BE AS p C c- 41 FENCE C) F[ILLOWS1 cs A.CONCRETE 2)500 PSI AT I ------PACIFIC BELL EXISTING 0 2e DAYS, EASEMENT n SEWER x B,CONCRE-',-E BLLICK GRADE E N+ UNIT., C-62, PLD C,REINFORCING STEEL 20)000' 0 co EXISTING CURB 2A m 0.) f-, PSI (ASTM A615)GRADE 40)J ut r-, :3n D,STRUCTURAL STEEL 22 -----�EXISTING CURB PROPOSED LANDSCAPED FIELD OCD ,000 EXISTING SIDEWALK PSI (ASTM A992), w Ln EXISTING SIDEWALK u Cs E.STRUCTURAL PIPE 22)000 C/) 15' SETBACK, PSI (ASTM A53,GRADE B), I 15' SETBACK < 0<c PROPOSED 6' u U) PROPOSED 6/ HIGH FENCE HIGH FENCE ry u N c C5, 1 i > u o Ln (y) U (u CD CD p -i EDGE OF Exp. ru C' I< 4� 16-9 3/4 cn Ln PILASTER SHALL BE AT 15 0 pp C -a 0 6 u 2 0' SETBACK LINE 3 PROPOSED PROPOSED 4 0 6' HIGH WIDE GATE U,ND, FENCING iLAN/ETA DILS +� _7 FENCE C5 <1 SCALE: 1 30'-0!,4- 10, 10' 30' 50' 70' 90' Ln LA et u 0 20' 40' 60' 807 100' A:.. 1 WEST LAKE CENTER DR. (PRIVATE ROAD) FHREDUCED PRINT SCALE 4312-03 4z 3" CLEAR 3'-6" SQUARE (TYPICAL) (TYPICAL) DETAIL- A 99 (TYPICAL PILASTER DETAIL) BLOCK SLIT FACE BLOCK—_� 'REMMIMMI EAST ELEVATION 0 T.O. BLOCK REF. NO, DOOR REF _�� MR QUANTITY DOOR _T FRAME FIRE LABELDTH REMARKS HE GRTJ THK TYPE: FIN. MAT, CONST. GLASS TYPE I FIN. I MAT. 1 3'0- 7'0- 1 1-3/4- 2 F.F. METAL 2 3'0- 7'0. 11-3/4' 2 F.F, METAL 3 lov 8'0- 3 F.F. PER M NER F.F, STEEL RD SERVICE 4 PR4'0* 6'0' 1 F,F- METAL FYI _,,O��ING METAL GATES 5 PR4'0' 6'0' 1 F.F. METAL FF, METAL GATES 6 3'0- 7'0- 1-3/4' 2 F.F, METAL RkL 7 3'0' 7'0' 1-3/4' 2 F.F. METAL L 3'0' 7'0'11-3/4* 2 F.F, METAL YL 9 10 DOOR AND FRAME NOTM 1. COORDINATE WITH OWNER FOR SE-ECIED FLOORING 3. DOOR TYPES INDICATE PAIRS - REFER THfCKNESS FOR FITTING DOOR BOTTOMS, TO SCHEDULE AND FLOOR PLANS FOR 2 DOOR MATERIALS AND HARDWARE PER OWNER DIRECTION. PROPER DOOR AND SWING REQUIREMENTS. MANFR, STANDARD STEEL MEDIUM STILE ILOUVER ALUMINUM WITH DOOR FRAME INSECT SCREEN QPAIR DOORS SHOWN (TYPICAL) DOOR CONFIGURATION, WIDTH AS SCHEDULED FACE OF WALL MOUNTED ROLLING SERVICE DOOR CONFIGURATION, WIDTH AS SCHEDULED F.F SIIYL113HT—__ COMPOSITION ROOFING SLIT FACE BLOCK ---_� 0 IN NORTH ELEVATION WEST ELEVATION SKYU0HT—_____S TRASH \_METAL GATES SOUTH ELEVATION UTILITY BUILDING ELEVATION VIEWS SCALE: 1/8 1 -0)1141 tEDGE OF ROOF (TYP) SKYLIGHT o (TYPICAL) RIDGE LINE COMPOSITION ROOFING 0 0 i LOCATION LINE SEE DRAWING AIJUTIL FOR BLDG LOCATION HIM METAL DOORS WITH PADLOCK BUILDING USE OUTLINE ZONING: Ml OCCUPANCY GROUP: BATHROOMS ........................... B STORAGE .................. c J/ / � "7 GARDNER (PARKING-::.*:.*:.- 3 TYPE CONSTRUCTION: ......... N ovoe BUILDING AREA CODE SUMMARY: BASE ALLOWABLE PROPOSED 12,000 SO. FT. 908 SQ. FT, NUMBER OF STORIES: 1 I LEGEND SN BLOCK WALL = MTL. STUD WALL BLOCK WALL 1. INSIDE OF BUILDING BLOCK WALLS SHALL BE SMOOTH SURFACE. A, DOOR SCHEDULE 3 1 UTILITY BUILDING ROOF PLAN n.G FLOOR PLAIN SCALE: 1/8 1 —0 >C' cU CS 4-' L u CD CL _p OJ U L CS U oj U t u L Oa _c 01 4,> C_ CL 7Z5 Cu x 2A U c U oJ 0 -c OJ U L 4-> kn oj u to I -0 4-> oj tA kn C5 11 0 L u Cy 0 L 3: cu d c- !L -p 7Z5 0 LJ_j CD n r__ Ri Z(Tl > Li 0 <1 U u u d � <1 U Ri _p6 <E __D (y) U (y) F-1 u 1-- u 6 u C c. 0 E <I CD CD 0 0 u +> Ln CD n oj Ln <r- :3 c", < > 0 c- 0 Lf) M u 0 0 U u 0 C5' 1 c r-- o Ln CD 'Q- C) [�_ u < v --- iC4 \_/ V---i U-) <E 4312 �. BLOCK SLIT FACE BLOCK EAST ELEVATION m T.O. BLOCK G51----SKYLIGHT COMPOSITION ROOFING DRINKING BLOCK FACE BLOCK FOOUNTAIN —� El CI F.F.-\ NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION I UTILITY BUILDING ELEVATION VIEWS SCALE: 1/8 ))= 1 1-07714 1 REF' DOOR REF DOOR QUANTITY DOOR FRAME FIRE ABEL REMARKS WIDTH HEIGH TYPE FIN. MAT. CONST GLASS TYPE FIN, MAT. _THK 1-3/4 2 F.F. METAL P.SIL 2 3'W 7'0' 1-3/4' 2 F.F. METAL P.SIL 3 10'0' 8'0' 3 F.F, PER O NER F.F. STEEL RUDE- 4 PR4'0' 6'0' 1 F,F, METAL F.F, METAL GATES 5 PR4`0° 6'0' — 1 F,F. METAL METAL GATES 6 3'0' 7'0' 1-3/4' 2 F.F, METAL FFF 7 3'0' 7'0' 1-3/4' 2 F.F. METAL 8 3'0' 7'0' 1-3/4' 2 F.F. METAL P SIL 9 la DOOR AND FRAME NOTESs 1. COORDINATE WITH OWNER FOR SELECTED FLOORING 3. DOOR TYPES INDICATE PAIRS - REFER THICKNESS FOR FITTING DOOR BOTTOMS. TO SCHEDULE AND FLOOR PLANS FOR 2. DOOR MATERIALS AND HARDWARE PER OWNER DIRECTION. PROPER DOOR AND SWING REQUIREMENTS, �^ (DOOR TYPES) MANFR. STANDARD STEEL MEDIUM STILE LOUVER b ALUMINUM b WITH DOUR FRAME INSECT SCREEN PAIROORS SHOWN FACE OF WALL MOUNTED (DASOSCHOONFIGUEDULED ATION,CW HAL) ROLI `' CONFING SERVICE WIDOTOH AS SCHEDULED FINISH SCHEDULE PAINT/FINISH ROOM TITLE ROOM NO, FLOOR BASE WALLS CEILING REMARKS WALLS CLG, X X R w z � z w z W Z ? La w 0. t w w> � w w w Li w w w J W 0� ��" � �` � z- ~ � ~ z w z w m O U 1- J w U i-- w F- " w GS > 0 .-.� O >- 0 C� z > p CD p W \ L iY > N � !17 Q "� U<-1 0 J 0< La 0¢ X w J F- w (y u w a. w w-i D ;a aS m > L3 u~i i m_ w 0 W W w z 4 e t w cs fY Q J [L' Q IE3 D C3 z W vi t� E " Q W t� t- CY 0 CT a- Q U t) 0 ID 0 L) U zo <f t0 �D � LD ; � LL't 3i < q w uj 0 0 bi lw✓) UU 0 Ls. STORAGE ROOM 111 ! ! ! ! ! WOMENS 112 1011 1 1 SEE NOTE 2 & 3 MENS 113 101 SEE NEiTE 2 & 3 GARDENER 114 ! ! ! ! ! ELECTRICAL lei 11 lot! 0 FINISH NOTES, i INTERIOR FINISHES TO COMPLY WITH CBC SEC. 807 FLAME SPREAD CLASS OF FINISH MATERIALS LSED ON INTERIOR WALLS SHALL NOT EXCEED THAT SET FORTH IN UBC, TABLE 8-A. 2. WALLS SHALL HAVE MARLITE INSTALLED TO 4 FOOT ABOVE FLOOR. 12\41 ':. FLOURS SAHLL BE PROVIDED WITH COVED BASE DOOR 8c FINISH SCHEDULE E*) LOCATION LINE SEE DRAWING AIJUTIL FOR BLDG LOCATION METAL DOORS WITH PADLOCK BUILDING USE OUTLINE ZONING: M 1 OCCUPANCY GROUP: BATHROOMS ........................... B STORAGE ................................ S-2 GARDNER (PARKING) ............. S-3 TYPE CONSTRUCTION: ... ............ IIIN BUILDING AREA CODE SUMMARY: BASE ALLOWABLE PROPOSED 12,000 SQ. FT_ 908 SO. FT. NUMBER OF STORIES: 1 4400 BUILDING VENTALATION TO PROVIDE 15 SCFS OF OUTSIDE AIR G FLOOR PLAN LEGEND BLOCK WALL MTL. STU Q WALL BLOCK WALL 1. INSIDE OF BUILDING BLOCK WALLS SHALL BE SMOOTH SURFACE. SCALE: 1/8 '4-1 '-0 >, c tit _0 h -p CL A � 4-' 0 tit -F' LT 0 CT CL -p In N N d c5 s- -h' u t7 tit U E' -0 L3 � 1� 0 -p-c p n tit X ( fit L U ( of 0 U 0 �S- pt d ttl)-c' to +' tIt 0 0 u, .6 4-), !Z C5 Ln O C55 i U -> IY Ls o, c1. kA -y L Ut' 0 0) at �- i--p -5a > I-- C12 II LO d a CL. < U <F CD C) CL - -75 Cj >� u -I u Li •1 d C�7 � d <1 � Cu d m V J f -1 u 0 c— c. 0 In x <z L.L. LD M 0 CC) U ou T) { 0 U-) ICY, CD 4 V c J } d i~k . t 0 <L E .._.._. c 0 rr , "} — m d u U - `. (D S> (< LLJ e _ ( :C d a LIB V�J c)�-�'j"� r d `'�-, a v u >- A\ 9/3/2004 > 7/11/2005 u al 1 O z .Q UTILITY BL Q FLR PLANE A 5, 1 IO < 4312 0 0 k- CL 0 0 STRMCTURAL tad DQJD STRUCTURAL T STra AND INSI!r;QTIQNa 10'-0ff ef R = 3 D FOR #2 - #8 BARS 4 D- 21/2- (WMI) 1 The contractor shall verify all dimensions, elevations and site conditions before starting work and notify the Architect/Engineer immediately of any discrepancies. TN W 10) 1 All wood members shall be Douglas Fir Larch (DF) Grade marked by a recognized grading agency (W.C.L.B.). (NM 36) 1 All tests and inspections shall be performed by an independent testing and inspection agency employed by the owner or architect 7 TRENCH TRENCH GRADE R=4DFOR#9- #11 BARS -"D" MIN R = 12 D FOR #14 OR #18 BARS 2. Wood grades (unless noted). and not the contractor per CBC SECTION 106.3.5. Job site visits 2. All omissions and/or conflicts between the various elements of the by the structural engineer do not constitute an official inspection, rL working drawings and/or specifications shall be brought to the (a) For horizontal members: Joists & Rafter -Grade #2 Copies of the test results shall be furnished to the structural attention of the Architect/Engineer before proceeding with any Beams & Stringers - Grade #1 engineer in addition to other normal distributions. Refer to SECTION unresolved work. (b) For vertical members: 2 x 4 studs -Grade #2 1701.5 of the California Building Code. All special inspectors must 3. Resolve any conflicts on the drawings with the Architect before 2 x 6 and larger studs - Grade #2 submit final reports. YES NO 2 4MIN IQ N U proceeding with construction. Post & Timbers - Grade #1 2. Foundation: A. Compacted fill including utility trenches -�7 1 "D" 90® HOOK OFFSET 180" HOOK 4. The Contractor shall determine the location of utility services in the area to be excavated prior to beginning excavation. 3. Plywood sheathing shall be Douglas Fir conforming to commercial products Standard PS-1-95, and shall be marked in accordance ........................ B. Visual examination and approval of all foundation excavations ..................................................................... M-1 L�i 0 BOTTOM OF TRENCH SHALL with APA. NOT EXTEND BELOW THIS 5. No pipes, ducts, sleeves, chases, etc., shall be placed in slabs, beams, or walls unless specifically shown or noted. Nor shall any 4. Cutting, notching or drilling of beams or joists to be permitted 3. Concrete: LINE 40 D FOR MASONRY (MIN) structural member be cut for pipes, ducts, etc., unless otherwise only as detailed or approved by the Engineer. A. Continuous inspection and test cylinders for 2 L\ FOR CONCRETE noted. Contractor shall obtain prior approval for installation of any structural concrete except foundation concrete 2500 less M D COMPACTED FILL 90% DENSITY 48 D (MIN) FOR #6 BARS OR SMALLER 900 HOOK additional pipes, ducts, etc. 5. Unless otherwise specified, all nailing shall conform to Table 23-11-B-1 (2001 C.B.C.). of psi or ............................................. INUNDATED SAND MAYBE USED 60 D (MIN) FOR #7 BARS OR LARGER 1,5 D OR 1" MIN 6. All material and workmanship shall conform to the requirements of the 2001 C.B.C. 6. All sills or plates resting on concrete or masonry shall be pressure B. Continuous inspection for slob -on -grades concrete. ........................... ........................................... C. Test for -on -grades El IE IN WELL DRAINED SANDY OR GRAVELLY SOIL a 1/5 LAP LENGTH OR 6" MAX treated Douglas Fir. Bolts shall be placed 9" from the end of a cylinders slab concrete ................ 7. Contractor shall safe and adequate temporary erection board or from a notch and spaced at intervals noted. 45' provide bracing on all beams, walls, etc. to full structural stability 4. Reinforcing steel: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING provide Bracing shall not be removed until the completed structure is 7. All bolt heads and nuts bearing on wood shall have a minimum of A. Placing of reinforcing ............................................ ... B. Sampling testing of steel E] ID SIDES OF TRENCHES FROM CAVING IN UNTIL BACKFILL capable of supporting each temporarily braced element for its full 2"x2"x3/16" plate washers. All bolt holes in wood shall be drilled and .....................................1. IS COMPLETELY PLACED. BACKFILL PER SOILS REPORT LAP SPLICE loading. 1/32" diameter larger than normal bolt diameter. C. Mill reports and identification of steel ........................ LAJ El OR TO APPROVAL OF BUILDING OFFICIAL HAVING 135* HOOK 8. It shall be the sole responsibility of the general contractor during 8. All framing anchors, post caps, column bases, etc. shall be as 5. JURISDICTION COLUMN TIE OR BEAM STIRRUP the course of construction to verify uniform distribution of building manufactured by 'Simpson Company" or equal. Welding- A. All structural field welding (includes decking materials above framed floors and/or roofs to prevent deflections of framing members. 9. Provide double joists under all parallel partitions. and welded studs) .................. ............................ ........... E El TRENCHING DETAIL 1 111-0111 1/4' 5 11-14AG STEEL DETAII REINFORCI LO NO SCALE B. Structural light gage metal framing welding ................ 0 ID GNTYP-21 GNTYP-2A 9. The structural drawings are not to be scaled for determination 10. Provide blocking or bridging per Chapter 23 of C.B.C. of quantities, lengths or fit of materials 11. Top fates of all wood stud walls to be two 2x (some width as 6. Bolting- A. Expansion/adhesive anchors in concrete -- 10. The structural drawings and specifications represent the finished stud4l unless otherwise noted. Lop 48" (minimum) with not less or masonry .................................................. .................. r 1 Ln El V-13" MIN I, structure. They do not indicate the methods of construction than six 16d nails at each lop and not more than 12" between nails. B. Anchor bolts in concrete (bolt installation 2 0'- 0 unless so stated or noted. The contractor shall provide all measures necessary to protect the workmen and other persons R E I IN F 0 R C I N Q­4JJe-" and concrete placement) ................................................ MV L�i STEP FTG * MAX. during construction. (NOM115) 1. Bar reinforcement shall be ASTM A615 Grade 40 for #4 and 7. Masonry: Efl D AS REQ'D 4 A. Sampling and testing of masonry units ....................... FOUNDATION NOTSS smaller, and Grade 60 for #5 and larger. B. Masonry prism testing ........ ................................. E] E 4 C> >< . 1 q, . . . . . . . . Nam 1. Soil design pressure; Continuous footings 1000 ps:f CBC 2001 Pad footings 1000 psf 2. 3. Welded wire fabric shall conform to ASTM A185, Lops at bar slices shall be 48 bar diameters for #6 bars and in 60 bar diameters for #7 bars larger ......... C. Continuous inspection ...................................... .............. D. Mortar testing... .............................................................. M-1 LA _J 0 E A 4 CONSTRUCTION JOINT smaller concrete and or OR CONTROL JOINT in concrete and 40 bar diameter for masonry. 2. Bottom of footings shall be at least 18" below nearest adjacent grade, 4. Vertical bars in walls shall be accurately at the 8. Approved fabricators: (Must submit certificate of compliance for all offsite fabrication such N SEE 3. Finish for foundation be neat and true to line positioned center of wall, unless otherwise noted on details, and shall be tied in os structural steel, glu-lams, precast concrete, Ip SLURRY MIX excavation shall top bottom etc. .................................................................................. with all loose material removed from excavations. position at and and at intervals not exceeding 192 PROVIDE SLEEVE WITH BELOW FOOTING bar diameter. 2"0 LARGER THAN PIPE. 4. The footing excavations shall be kept free from loose material and standing water. Before an concrete is placed, excavation y shall be checked and approved by a qualified Soils Engineer to 5. Reinforcing detailing, bending and placing shall be in accordance with the concrete reinforcing steel institute "Manual of Standard NO PIPE TO PASS THRU FOOTING. NO EXCAVATION OR PIPE \ TRENCHES PARALLEL TO CONSTRUCTION JOINT insure compliance with the requirements. Practice", latest edition. STEP FOOTING DOWN SO PIPES PASS FOOTING BELOW THIS LINE SEE/,-3-� 5. Provide shoring at top of all walls retaining earth prior to backfilling, 6. Reinforcing steel shall be provided with the following amounts of concrete cover: for cast -in -place concrete THROUGH FOOTING WALL WHERE PIPES ARE MORE THAN S-O" unless otherwise noted. Shoring to remain in place until permanent structural supporting members are in place. Footings (concrete deposited against earth) St TRENCH BELOW FOOTING SHALL BE FILLED BELOW BOTTOM OF FOOTING, NOTIFY PLAN VIEW Concrete surface (formed) exposed to earth WITH CONCRETE PRIOR TO POURING FOOTING, ENGINEER BEFORE PROCEEDING WITH 0 N C-ftjMe or weather 211 POUR FULL WIDTH OF TRENCH & FULL WIDTH CONSTRUCTION, Column reinforcing (including column ties) 1 1/2" OF FOOTING. 1. Cement shall conform to ASTM C-150, Type 11. Beams and girders 1 1/2" 2. Aggregates for normal weight concrete shall conform to ASTM ga Slabs (#11 or smaller) 3/4- Concrete tilt -up panels cost against a rigid C-33. horizontal surface such as concrete slab NO SCALE TYP PIPE THROUGH F001ING 6 $1 V-on SLAB JOINTS 2 3. Ready -mix concrete shall be mixed and delivered in accordance exposed to the weather. 1% GNTYP-22 GNTYP-16 with ASTM C-94. 8 and smaller 1 $9 through #18 2" 4, Concrete shall have a minimum compressive strength at 28 days 7, All reinforcing steel, anchor bolts, dowels and inserts shall be well L 3 1/2* x 1 1/2' x 16 Go. x 1 1/2� LONG L.L.V. os follows: a. Slab on grade & foundation: 2500 psi; b. Structural slabs, beams, columns, piles, caisson: 3000 psi 8. secured in position prior to placing concrete or grout. Dowels between footings and walls shall be the some grade size w/ r LONG x 3/16" WDE SLOTTED HOLE IN VERT. LEG, 1-12d NAIL TO JOIST, TRUSS INTERMEDIATE (FIELD) NAILING 1st POUR 2nd POUR 1st POUR 2nd POUR bm OR BLKG. 5. Admixtures may be used with proper approval of the Engineer. and spacing as vertical wall reinforcing. EDGE NAILING #4 36 LONG 1/4' TOOLED Admixture used to increase the workability of the concrete shall 9. Unless otherwise noted in details, furnish #3 spacer ties at SEE NOTE WOOD BLKG. e*� DOWELS 10 RADIUS-TYP not be considered to reduce the specified minimum cement content, approximately 2'-6" on center in all members to secure reinforcing BELOW 2-8d SHORT 0 24" O.C. PROVIDE BOUNDARY 4'-0" O.C. 3 EQ'L SPACES 6. Projecting corners of slabs, beams, walls, columns, etc, shall be in place. NAILS 7 NAILING 0 ALL CONT. formed with a 3/4" chamfer unless otherwise noted. 10. All chord bars and reinforcing steel to be welded shall be ASTM 2-#6 Go. C�11 PANEL EDGES WHERE - . 4J 7. Refer to architectural drawings for moulds, grooves, ornaments, to be into for A706. SCREWS I ILSC - n . . . . BLOCKING OCCURS .• 14 7*� 'A i T clips or grounds required cast concrete and extent METAL STUDS 1WO.C. tNl� - - -- 11 11 L �T . SHAPED -�- mil- of depressions, curbs and romps. LKJE-RLQ-8ADL"- F.-ARINQ -PREFORMED 24 GA W940 AND 5 PSF WND LOAD) WW #V15P) GALV MTL JOINT WOOD 8. Concrete form tolerances shall be within the standards set by Mimi) SINGLE OR 71 WOOD P CS) the American Concrete Institute. DBL WOOD TRACK OR TRACK KEY V-0" 3/ 9. No pipes or ducts shall be placed in structural concrete unless T 29 MAXUM FL (S) specifically detailed, Refer to architectural, mechanical, plumbing TRACK and electrical drawings for locations. 3 5/8 x 24 Ga. 13'-0" METAL JOINT ALT WOOD JOINT ALT (NMI AJ_Q�_ M A 9 0 N, R Y 3 5/8 x 22 Go. 15'-2" JOIST OR RM LRLSS JOIST OR ROOF TRUSS 2xROOF RAFTERS 1. Concrete masonry units shall conform to ASTM C90, designation 3 5/8 x 20 Go. 16'-4" PERPENDICULAR TO WALL. PARALLEL TO WALL SEE PLANS Grade N, medium weight, Type 1. Construction shall comply with Chapter BLOCKING WHERE 21 of 2001 CBC and local codes. Roughen and clean concrete bearing 3 5/8 x 18 Ga. NOTE: OCCURS -SEE PLAN CONSTRUCTION JOINT surfaces for the placement of the first course. Vertical head joints 2-16d TOENAILS, PARTIALLY DRIVEN, MAY BE USED shall be filled solid and shoved tight to provide bond to both blocks. 4 x 24 Ga, 15,-0" IN LIEU OF L 3 1/2 x 1 1/2 x 16 Go. (0 2e O.C.) TO STAY BEAMS -SEE PLAN 2. Mortar shall be freshly prepared and uniformly mixed of 1 part TOP OF PARTITION WHEN PERMITTED BY BUILDING OFFICIAL. Portland Cement, Type M, 1/4 part lime putty or hydrated lime, and 4 x 22 Ga. 1'--4" 3 parts clean sand. Aggregate shall conform to ASTM C-144. 17'-8" 3/4" = V-Ott 1/2 111 = V-01* V1 = 11-01% 4 x 20 Go. ANCHOR. -TOP OF NON-BRG. WALL PLYWOOD LAYOUT 7 SLAB JOINTS GNTYP-11 3- 3. Grout shall have a minimum ultimate compressive strength of 2500 MTLST-12 WDRES-21 psi at 28 days. Grout shall be fluid consistency and mixed in ratio 4 x 18 Ga. 1 of 1 part cement and 3 parts sand for grout space less than 4" in any direction, For spaces greater than 4", the ratio is to be 1 part 6 x 24 Ga, cement, 2 parts sand and 2 ports pea gravel. Aggregate and sand "XV "Xff shall conform to ASTM C-404. Solid grout all cells U.N.O. 6 x 22 Ga, 22'-8®, /Z 4. Use care to prevent mortar and grout spillage on the face of the 6 2-0 Ga. 24-5" 2'-0" MIN 2-#5 TYP 7-- 5. masonry. Clean such spillage immediately. All isolated bolts embedded in masonry shall be grouted solidly in x 6 x 18 Ga. 26'-9" TYP PROVID STD 90 less than 2" of surrounding the bolt. HOOK WERE place with not grout 6. Cells shall be grouted each side of joints containing horizontal reinforcing. 6 x 16 Go. 28'-9" 2e EXTN NOT POSSIBLE 7. Special inspection is not required unless noted. (1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO TOP OF WALL, OR TO BRACE LOCATION (HORIZONTAL OR MASONRY MASONRY 2 VERT BARS @CORNERS, X "X"=40 DIAGONAL KNEE BRACE) OPEN'G OPEN'G INTERSECTS & WALL ENDS FOR MASONRY DIA. (U.N.O.) -IGHT NMI$) F QAQE--S1EEL NOT 1-8 1Z w/ SIZE TO MATCH LARGEST FOR, CONCRETE Y 1 All workmanship & materials shall conform to the "Specifications ft SPECIFIED VERT BAR FOR 48 D (MIN) FOR #6 BARS OR SMALLER of Cold -Formed Steel Structural Members" Latest edition by AISI. INTERSECTING WALLS-TYP U.N.O. 60 D (MIN) FOR #7 BARS OR LARGER 2, All steel studs, joists, and track shall be galvanized and formed 16 -N from steel conforming to ASTM A446 grade A (minimum yield ,33 KSI) as furnished by Angeles Metal System ICBO #1715p dated r I J September 1993 or most current version. STD 180' HOOK 6$-00 4'-0" FTG DOWELSw� TO MATCH 'COWE �����EK TON & END ALT. CORNER. "IN R REINFORCING. U.N.O. U.N.O. 1/4 REINF AROUND CMU OPENINkia V-01111 011 1 1 0 J �w NO SCALE 4 CMU-11 1 30"' GNTYP-01 U� 0 I Li cal LL- 0 LL- 0 M 0 CD n f-- <7D N > (D) Li LL- M U UL < 0 -4-1 I, --- Zs C) < C) () C) 0 < > C5 < . E > < 0 0 0 M < N 0 U 0 --J J.C, JOB NO 0 4312 UJ Z C> U _j C\J Lr) 00 0 ::)U)Q�- 0000 U a', "0 C> 3: U)I < WzI < w U \6 \0 UJ < 0 U - < Coco Z c45 \o z '4 Q < Z C) LJj < F >< 0 QCLt Z-0L < 0 -J It 0 0 4 q < < U) LLJ U� 0 U LO 0 71- 0 =7' < C) 0 S 4504 0 .0 z C_ 0 Q n 0 0 0 0 0 o ti -4- 0 41 U E 14­ 0 x 41 o < ea C- 0 (D PC < (Y SIMPSON ST22 0 48" O.C, SEE FOR MORE INFO 8" CMU WALL E.N. W/ #4 0 24" o/c 2x CONT RIDGE ROOF PLYWOOD CONC SLAB EXT PAVING AS SLOPE 2% OCCURS VERT & HORIZ SOLID GROUT PER PLAN w/ 35 6" c SHEATHING SEE PLAN #3 @ 18 O/C FOR SIZE AWAY FROM BLDG. t . r-77 a_ EQ SPECIAL INSPECTION EQ DOWELS TO MATCH RAFTER EA WAY & REINF COMPACTED PER PLAN GRADE ELEV w/VERT, REINF. 1. Refer to sheet S-1 for general notes EXT GRADE CONC SLAB and soils information. -H 6 VARIES -SEE PER PLAN 2. Verify all dimensions per "General ARCH'L & CIVIL DWGS 18" #4 0 48 O.C. 18" TYP 30,-80 Note 1" sheet S-1. 3. Verify foundation, slab and compaction requirements with Iatest edition o 8 ALCOVE soils report. F, ILI IF, 111 IE-1 11 TYP (DRINKING FOUNTAIN) 4. Verify all elevations and grades with T - - ------ grading plans. A SIMPSON "U" HGR ----------------- --------------- 5. Verify location of all embedded 3x NAILER W/ a i i 2 i hardware, (e.g. HD's, straps, etc.) 5/8" 0 A.B. #4 DOWELS -#4 CONT TOP prior to placement of concrete. x 10' 0 24" o/c 2-#5 U.N.O. 0 48" D.C. c� & BOT 00 1 / i TYP 6. See architectural plan and details for additional information. 180 HN F, iy� 1 r= 2' -0 8" emu SEE PLAN ALT DOWEL TYP 1 1�2' 1 1/2 V_O" BENDS it t4$ 3/4 1 2 S C,4 L -------- ----- -- /1 Metal stud wall 0 16" o/c - ----- /Z ZZ7 RIDGE FRAMING WD ES-1 0 9 TYPICAL SLAB EDGE FNGEN-02 5 MASONRY WALL FOOTING CMU-04 co r -------- -- ---- --- ------------- Concrete masonry wall # 0 i 4" THK CONCRETE w/ #3 0 18- 6/c SLAB ------ EACH WAY 7Continuous Footing EQ EQ 8" CMU WALL OVER 2" SAND MIL VISQUEEN Z-� Ai w/ #4 0 24" o/c VERT & HORIZ SHEHINOD G RAFTER PER PLAN SOLID GROUT SPECIAL INSPECTION 2 E.N. DOWELS TO MATCH ------------- J CONT 2x w/VERT. REINF. BLKG - i i TYPICAL STUD SEE SHEET S-1 18" PS A35 0 EACH f #4 0 48" O.C. 18" TYP zzll_177 L SID OF AFTER TRACK 6" MIN FOR 25, 241 TYP 5 3 NAILER W/ 5 80 I 1 AND 20 GA STUDS _%4 -Ti- A.B. 0 24" 0, OV /Tr� 12'-0" 18'-8" < CONCRETE SLAB 4 16d 0 PER PLAN x 1 1/8" MIN PENETRATION 6" O.C. 0 �V-D" O.C. (I.C.B.O. # 2388) 2-#5 U.N.O. 57 8" emu <7 A 3-#4 CONT TOP SEE PLAN & BOT RAFTER TO WALL CONN N.T. 10 BOTT OF WALL AT CONCRETE U.S. MTLST-24 6 MASONRY FOOTING DETAIL ill = V_On CMU-03 2 F OUN A T 10% N Pt L AN SCALE: 1/8"=V-0" NOTCH 2x RIM 'ec, FOR FLAT 2x4_ EA. SEE FOR MORE INFO 20 FLAT 0 24" O.C. E.N. 4-16d FLAT FLAT 20 BLKG PLYWOOD SHEATHING RAFTER PER PLAN CONC SLAB SEE PLAN E,N,-- C� FOR SIZE CONT 2x & REINF OOF FRAMING N-Q_TIgS wwmm - - — _zzz --- 4 + + t N i BLKG 1. Provide double joist and blocking around all roof openings. 2. Place plywood sheathing perpendicular to rafters and "c" face 4 z: SIMPSON A35 0 EA RAFTER down. 16d TOENAIL EA SIDE 2-16d TOENAIL A �O TYP 3. Inspect nailing prior to roofing. 4. Connect all multiple rafters with 12d nails at 12' on center 3x NAILER w/ 5/8"o 2x SOLID BLKG staggered. Three or more multiple rafters shall be bolted together x 10" A.B. 0 2e O.C. 0 24" O.C. with 1/2" diameter bolts at 24" on center staggered. Sl PSON A35 0 6" O.C. 48 BEAM co #4 DOWELS 0 480 O.C, _17 zzw'wrr22 2-#5 U.N.O. 16d 0 —TY P I Q A L SHEATHING 60 O.C. -71�M 18* ---------- ------------ I i I I ri 1'� 1/2" PS 1-95 CDX PLYWOOD PANEL INDEX 32 16 5 PLY TYP 8" emu 1 C$ K_ 8d at 6" O.C. E.N. 8d at 12" O.C. FN. 2x12 RIDGE C See detail EAVE DETAIL N.T.S. V RAFTER TO BEAM N.T.S. 7 -Olt EXT FTG AT ROLL —UP DOOR 3/4 3 CMU-59 2$-0" SEE FOR MORE EXT PAVING AS OCCURS INFO SLOPE 3x NAILER SIMPSON ST6236 SIMPSON HGLB 48 CONT BEAM 7_7722-2-7=7_777-77-7 R.R. Refers to Roof Rafter Indicates direction of roof rafter Kni�N TYP 0 See plan 8 CMU SEE FOR MORE INFO SLOPE SLAB 2% C> 10 LINTEL IN ALCOVE AWAY FROM BLDG. ----------- �__________. 0 18 O/C CONC SLAB WAY SEE PLAN FOR SIZE .......... ...... ............. ..................... L �7 & REINF -H (D-7 rA 48 CANT , ............. .......... .......... .......... 7 "Ni 80 CMU 2-#5 VERT 2-#5 VERT J FULL -HT FULL -HT DOWELS TO MATCH7 VERT REINF 7" 2-#5 CONT 7, 20-0" MIN zzl BEYOND � I - 00 DOWELS OPENING #4 0 48" O.C. 18" 2-#5 DOWELS 2-#5 DOWELS 4-#4 VERT w/ #3 11ES 0 8" o/c 18 61 IF, N­ - I SEQTIQNL A 8' CMU LINTEL N.T.S. 12 SLAB AT ALCOVE (DRINKING FOUNTAIN) N.T.S. 8 PAR11AL SOUTH ELEVATION N.T.S. 4 R00%F FRAMING"PLAN SCALE:' 1/8"= 11-0), U7) __J 0 Li LL_ U� 0 cl� 0 0 LJ -t 0 EL < > LLJ Cn U 0 4- < k :F- < C) U 0 U C) C:) < U < > < 0 < M CN 0 :E U N-) U7) 0 1 J.C. JOB NO 0 4312 LU F- z << LJJ U-) _J Z) of UJ X 0" \0 c� U) (J) 00 00 0 z J \C) Lu <0z _W)�Om U i.- < co'co" z- oo o0z"To z Z < iZ' r- 0 XW < %.-.e �_ Fld-_z ± <0 CL U_ z uxu 20- < < %..OF