HomeMy WebLinkAboutDWG 811-7; U/M 94-09; CARLSBAD LIBRARY - GEORGINA COLE LIBRARY - ADA (AMERICAN DISABILITIES ACT) UPGRADE, 1994; 01-04McGRAW /BALDWIN
ARCHITECTURE
PLANNING
INTERIORS
I
L
SITE PLAN
I" • 20'-0"
ii!
ti' Cj
I
I
I
I
I
ARCHITECTS
I
I
I
I
I
"REPLACE EXJST1NG
CM'll\Klt..G F0..NT All\l
-
WITl-1 I-Eil'l ~.c.
ACCcSSRE Fa.NTAN BY HA.WS MODEL :a;
$176 <REPLACE CC,.C,
PAD F ,ECESSARTI_---,_ --""""':r-,.
,---------------~1-,-----""'1 EiST EIITR'r
I = RESJroOMS I ll::: __ __....
COLRTTARD
PATIO ----·---...
PROJECT SITE
I
I
~l
t:e.r,S?f ~~~ I
r---
~ • .. -➔--------+--'--
. .
I -,
I
I
I
1
I
I
I
I
I
I • I L __ ~
_J
VICINITY MAP
w
:J z w > <i
2
_J w
GENERAL NOTES
I , AS A MINIMUM ST AND ARO, ALL CO'ISTRIJCTICN WORK SHALL COM'L Y wrm All. APPLICABLE ADOPTED ZCNING ORDINANCES ' 13l.l1LDING CODES '
EIJILDING OEPARTM=NT SLJPPLBvBITARY PROCEOLRES AND
CALIFORNIA EIJILDi'JG CODE , TITLE 2 4 WITI--I LA TEST EDITION ,
2 , ll-E Ga\ERAL CONTRACTOR, ll-E Sl.BCONTRACTORS Ml) MA TB'IAL
SLPPUERS SHAU k'frER TO ll-E SPECFiCA TIONS AS A WI-UE WI-EN
DETERMINi'JG ll-E CONSTRLCTICN REQUli<E!IENTS FOR ll-E PRQjECJ .
3 . ll-E G&ERAL CONTRACTOR IS RESPONSlaE FOR ID&ITlFYi'JG ALL
AREAS ON TI--E PROJECT \\1-IICH REGIJJRE TOLERANCES BElY'IEEN
ROUGH OPENINGS AND/CR FINISH MA TB'IALS AND PROVIDE FOR ll-E
PROPER Ta..ERANCES TO COMPLETE Tl-E CONSTRUCTION IN
ACCORDANCE WITH T>-E REQJJREivB.ITS OF Tl-E CONTRACT DOCl.l\lENTS .
4 . PRIOR 10 Tl-E START OF CCNSTRLCTION . TI-E Ga\ERAL CONTRACTOR
SHAUL VERFl LCCA TIO'! OF TRA>'J5FORWERS AND L/flLITY
U'DERGROLNJS WITH APPROPRIATE LJTI..ITY COWPANIES,
5 . SlB • CONTRACTORS Sl-¼LL BE RESPCNSiB..E FOR COORDINATION OF
TI-EIR WORK WIW Tl-IE WORK OF OT>-ERS , SL8-CONTRACTCRS SHALL
VERIFr THAT ANi' WORK i<8..A 1ED TO THEM . WHICH MUST l3E PROVIDED
BY OTHERS , HAS 13EEN CO\IF\.ETED ANJ IS ADEQUATE PRIOR TO
COMvENCING THEIR WORK .
6. ALL DIMENSIO'JS SHAUL TAKE PRECECENCE OVER SCt-l..E SI-OWN ON
A.ANS , S=CTlONS, AND DET Al5 . DMcNSIONS ARE TO FACE OF STUDS
OR SLAB LNESS NOTED OTI-B2Wl5E ON DRAWIN;;S . DO NOT SCALE
DRAWINGS.
7 . ll-E GEr--cRAL CONTRACTOR IS SOLELY l<E2PONSiBl.E FOR SAA:T'I'
ITEMS AND PROCEDLRES Dl.Ri'JG TI-E TB'M OF CONSTRUCTION (FROM
ST ART OF CONSTRUCTION rw= OCCl.P ANCYl .
8 . ALL EXITS REQJIRED BY CODE Sl-1ALL BE OPENABLE FROM ll-E INSIDE
WIT\-JOIJT TI-E USE OF ANY SPECIAL KNOWLEDGE • REVCX. VING , S..ID!NG
AN) OVERHEAD DOORS SHALL /-OT BE USED AS <EQUIRED EXlTS .
9 . AUL NTERIOR FIN~S SHAU Cet-.F(YM TO Tl-E MINIMUM
REGUREMENTS OF CHAPTB' 4 2 , LBC , LA TEST EDITICN . ALL DECORATIVE
MATERIALS SHAUL l3E MAINTA!i'BJ IN A Fl.AM': i<ETARDANT eot-OITION.
I O . TI-E CCNSTRLCTION , REMCOEl • CR CEMOLITION OF A
B.J.Wi'JG SHALL COMA. Y Wm-l U . F . C . ARTICI.JE 8 7 .
I I . TI-IS PROJECT s-lALL COM'l, Wffi1 TITLE 24 e 1991 LEC,
LMC, LPC o 1990 !'EC.
DISABLED PERSONS ACCESS NOTES
DOORS e HARDWARE tPART 2 • SECS , 3 30 I , 3 3041
I . 1l-E Bl.IL.DING MJST BE ACCESSB£ TO AND A.N::TIONAL FOR TI-E Pl-lYSICALL Y
DISAS..EO . (CALIFORNIA BJILDING C0CE , TITLE 2 4 WI LA TEST EDITION).
2 , EXIT DOORS Sl-1ALL BE OPENAaE RICM ll-E ffilDE WITHOUT TI-E USE OF
A SPECIAL KE, OR S"ECIAL KNOWLEY'-,E, HAND-ACTIVATED DOOR OPENING
I--IAROWARE SHALL BE OENlcRBl EETWffN 30 NCI-ES AN) 44 <!\CHES
ABOVE TJ--E FLOOR . LA TO--llNG ANJ LOCKING DOORS THAT ARE HAND -
ACTIVATED AND WHICl-l ARE IN A PAW OF TRAVEL, SHAUL BE Cf'ERAa.E wrm A SINGLE EFFORT BY LEVER-TIPE: HARDWARE. BY PANIC BARS.
PUSH-PULL ACTIVATl'.G BARS, CR OTI-ER HARDWARE DESIGt\EO TO PROVIDE
PASSAGE WITI--K)LJT REQUIRING TI-E ABLITY TO @ASP TI-E OFENNG
1-lAROW ARE . LOCKED EXlT DOORS SHALL a=ERA TE AS ABOVE i'l EGRESS
DIRECTION.
3 . EVERY REGUIRED EXIT DOORWAY SHALL BE Of A SIZE AS TO PERMIT TI-E
INST ALLA llON OF A DOOR NOT LESS THAN 3 FEET !N IMDTI-1 AN) NOT
I.JESS THAN 6 FEET 8 !NCI-ES IN l-ElGHT . WI-EN il\GT All.ED IN EXIT
DOORWAYS, EXIT DOORS SHALL BE CAPAR.E OF Cf'ENING AT UEAST
90 DEGRH'S AND SHALL BE SO MO.MED TI-IA T THE CLEAR IMTI-1 OF TI-E
EXITWA Y IS NOT LESS TI-IAN 3 2 i'D--ES .
4 . FOR HlNGBJ DOORS , ll-E OPENlNG WIDTI-1 SHAUL BE rv-EASU<ED WITI-1 Tl-E
DOOR POSITICl\ED AT AN ANGLE OF 90 DEGREES FROM ITS CL05EO
POSITION . AT LEAST OI\E OF A PAIR OF DOORS SHALL MEET TI-IIS
CPENNG WIDTJ.-1 REC:UREM=NT. REVOLVING DOORS SHALL NOT 13E USED
AS A REQUIRED ENTRANCE FCR TI-E PI-IYSICALL, DISAaED .
5 . 11-PESI-IOLDS SHALL NOT EXCEED 112 11'-CH N !-ElGHT .
6 . 11-E FLOOR OR LANDNG ON EACl-l SIDE OF AN EXIT DOOR SHALL BE LEVB. ,
11-IE UEVEl AREA SHALL HA VE A l.B\GTI-1 IN ll-E DIRECllON OF THE DOOR
SWING OF AT LEAST 60 H'O-ES MO A l.B\Gll--1 OPPOSITE Tl-E DD<B::TION
OF TI-E DOOR SWING OF 44 N::1-ES AS M::ASI.JRED AT RIGI-IT ANGLES TO
TI-E A.ANE OF Tl-E DOOR IN ITS QOSEO POSJTION ,
7 . 11-E WIOTI--I OF THE LEVEL Ai<EA ON 11-E SIDE TO WHIG-I ll-E DOOR SWINGS
S-IALL EXTEND 24 l~S PAST TI-E STRIKE SDGE OF Tl--E DOCR FOR
EXTERIOR DOORS ANO I 8 11\Ci--ES PAST TI-E STRKE BJGE FOR NfERIOR
DOORS.
B . ll-E SP ACE BET\I\E8'l TWO =nvE DCOR CPENlNGS IN A VESTB..1.E ,
SERVING OTHER THAN A REQI.JiREO EXIT STAIRWAY, SHALL PROVIDE A
MINMJM OF 48 INChES OF CLEAR S"ACE FROM ANY DOOR OP'2NING MO
SUCH VESTJEU.E WHEN TI--E DOOR IS POSITIONED AT AN ANGLE OF 9 0
DEGREES FROM ITS CLOSED POSmON . DOCRS IN A SERES SHALL SWING
El1l-ER IN TI-E SAME DIRECTION OR AWAY FROM TI-E SPACE EETWffi,/ Tl--E
DOCRS.
9 , MAXIMUM EFFORT TO OPERA TE DOORS SHALL NOT EXCEED 8 , 5 POLNDS
FOR EXTEROR DOORS MO 5 PCU,[)S FOR NTERIOR DOORS , SUCH PUUL
CR PI.JS11 EFFORT BEING APA.El AT RIGHT ANGLES TO I--INGEO DOORS ANJ
AT THE CENTER R..ANE OF SLO.NG OR FOUJING DOORS . COf/PENSA TING
DE'v1CES OR AI.JTOMA TIC DOOR Cf'ERATORS MAY BE LJTUZED TO MEET Tl-E
ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED. ll-E MAXIMJM
EFFORT TO OPERATE ll-E DOOR MAY BE iNa<EASED EIJT Sl1ALJ. NOT EXCEED
15 POLNDS.
IO. CONSTRUCTION TI-E BOTTOM IO f-0.ES OF ALL DOORS , EXCEPT
AUTOMATIC AN) S..IDING, SHALL HAVE A SMOOTJ.-1 L.NITERRLJPTEO SlRFACE
TO ALLOW TI--E DOOR TO BE OPEi'-Bl BY A WI--EB.CHAIR FOOTREST
Wlll-lOLJT CREA TING A TRAP OR 1--lAZARDOLlS CONDITION. WeERE NARROW
FRME DCORS ARE USED , A I 0-NCH· HIGH SMOOTH PA~ SHALL BE
NSTALLEO ON Tl-E FUSH SIDE OF Tl--E DOOR , Wl1lCH WlL ALLOW ll-E
DOOR TO BE OPENED BY A WI-EB.CHAIR FOOTREST Wlll-DL/f CREA TING
A TRAP OR HAZARDOUS CQ\OITION ,
I I . ON DOORWAYS LEADING TO SA/\!TARY FACIUTIES TJ--E SYMBOLS TO BE PROVIDED
ARE I 2' EOUILA TB'AL TRIA.'"UE FCR f.£N , I 2' DIAMETER Cl<CLE FOR WOM=N,
A/-0 114" TI-!Cl(, CENTERED ON DOOR. 60' I-IGl1 AND CONTRASTING CO..OR,
WA TB' CLOSETS <PART 5 SEC I 502l
I , CONTROLS SHAUL BE Cf'ERAELE W1TI-! O!\E HAND AM) SHALL NOT REQUIRE
T1GI--IT GRASPING , Pt-.C~ING OR TWISTi'lG OF TI-E WRIST .
2 . CONTROLS FOR TI--E A.1JSH VALVES SHALL BE MOLNTED CN Tl-E WIDE
OF TOILET AREA, NO MORE THAN 44' A. F. F.
3 . FORCE REQUIRED TO ACTIVATE CONTRO..S SHAUL BE NO GREATER THAN
5 POLWS FORCE .
Ll<NAI $ (PART 5 SEC . I 503l
I . WI-ERE l,RINALS ARE PROVIDED, AT LEAST O!\E WITH A RM PRO..ECTING
A MINIMUM OF I 4 NCI-IES FROM Tl--E W AUL M-0 AT A MAXIM-.M OF I 7
Na-ES ABOVE TI-E FLOOR SHALL BE PROVIDED.
2 . R.LlSI--I CONTROLS Sl1ALJ. BE ~ -OPERA TEO ANJ SHALL BE MOLNTED NO
MORE TI-IAN 4 4 l'JCI-ES ABOVE ll-E R..OOR. MAX . FORCE TO ACTII/ A TE
FUJS--1 BE 5 LBS . L.RINAL SHALL USE MAX . O!\E GALLON PER Fl.LJSl1 ,
LAVATQRIES tPART 5 . SEC. I 504)
I , LAVATORIES ADJACENT TO A WALL SHALL BE MCLNTED Will-I A MNIMUM
DISTANCE OF I 8 NCI-ES TO TI-E CENTER Lit OF TI-E FOCTLRE . ALL
ACCESSIBLE LAVATORIES SHALL BE MOU--ITEO WITH TI-E RIM OR COLNTER
SlRFACE NO I--IGHER THAN 3 4 ff'-0-ES ABOVE ll-E FINISI-B) FLOOR AND
WITT-I A CLEARANCE OF AT LEAST 2 9 !NCI-ES FROM TI-E FLOOR TO Tl--E
BOTTOM OF TI-E APRON Wffi1 KI\EE a..EARANCE l.N)ER TI-E FRONT
LIP EXTENDNG A Mlt--ffM.IM OF 30 INChES IN WIDTI-1 'WIT~ 8 INCl--cS
MU\RMUM DEPTl--! AT Tl--E TCP . TCE Ol.EARANCE SHALL BE ll-E SAME
WIDTI-1 AND SHALL BE A MINMJ,l OF I 7 Na-ES DEEP FROM ll-E FRONT
OF TI-E LAVATORY AND A M1NM.M OF 9 ll'O--ES HIGl1 PROM Tl--E FLOOR.
2. OOT WATB' ANJ DRAIN PPES lJ\CER LAVATORIES SHALL BE INSl.LA1ED
OR OTI-JERWISE COVERED . ll-l=RE SHALL BE NO SHARP OR ABRASIVE
Sl.RFACE LJNOER LAVATORIES.
3 . FAUCET CONTROLS AND OPERAThG MECHANISMS SHALL BE OFERABLE wrm O!\E HAN:l AND SHALL NOT REO.IRE 11Gl1T GRASPING . PID-IING OR
TWISTING OF TI--E WRIST . TI-E FORCE REGIJJRED TO ACTIVATE CONTROLS
SHALL BE NO GREATER 11-¼N 5 POI.NJS. LJEVER-OPERA TEO, FI.JSI-I-TYPE,
AND ELECTRONICALLY CONTROLLED "1=0-IANISMS ARE EXAMPLES OF
ACCEPTABLE CESIGNS. SELF-Q.OSING VALVES ARE ALLOWED IF TI-E
FAUCET REMAU'-JS OPEN FOR AT LEAST IO S=CONDS.
Dade: 4 -I 8 -9 4 Job No., 9 3 5 2 4
REVISIONS
PROJECT DATA
T&JAJ'JT• CARLSBAD ClTY LIEQARY
I 250 CARLSB.AD Vu.AGE DRIVE
CARLSBAD, CA 92008
.ARQ:...ITECT• r-licGRAW/8.ALlJWIN AJcO---.ilTECTS
70 I 'B' 51;,.,:ff,. snE 440
5.AJ'.I DIEGO. CA 92121
M=O-¼NICAL
8'18116=Ri TSLCl-!l'f AM.A , KAN:) C GIBSON
4$ 70 LA .JCti.A vu..t-.GE ·c)l;;I. • ruTE 7 50 SAN DEGO. CA 9212i
sm.,:;ru,AL
~ 1--K:'.k'O\i'>IJTZ TAYLCQ ~
39 I 4 ~ CANYCN RO, SITE A· I 00
SAN DEGO, CA 91t23
CCN.STRUC-TlON
SPECRER, RCEER1 SM1l-l
JOB
I 509 /vlOR&.!A El.VD.
SAN DEGO. CA 921 lO
ADDR€S5-( 2 50 CAQLSBAD vu.AGE ~
CAR1...SBAD , CA 9 2008
LEGAL CESCRPTID'>
OCOPANCY• 8-2
OC.Q..PA.NT LOA[), 386 PB?Sa..tS
Ti'PE OF cci-sr=r,a-, I11-N
AREA OF ra-w,r
~vaENT• 525 5.:F.
EXISTJNG IULOJNG ~• 19,400 S,F,
.1.R1SD<CTIOO cm-OF CAi<l$AD , CA
SHEET INDEX
ARQ-ID'ECJl.J?A
T I TITLE SI-EEf
A t A..(X)R PJ.i."\15 , B.E'I/ A TICNS
SECTIO'-JS , CETALS E; S0-B:U...E
$JRL r;;n RAr
S-r STRUCTI,1'AL A.AN, c:ET ALS AI\O l-0-res
PLLJ.A3!bG
P-J \.EGEJ\O, GEf',.ERAL f'..OTES Al\O R..OCQ R..Al'6
Afrc
w.
' ~ +r--r-~
1 *
·,O
CARLSBAD LIBRARY
ADA UPGRADE
McGraw/Baldwin Arrchitects
Archiitoc~ure Planni,g Interiors
TITLE SHEET
701 B Slree1 1440 San Diego CA 92101 619 231-o751
0 I 994 M:IG,'QN/'6olc:twh ~ 0-\:5:24\T J 02/ I ~/94 I 2<A.5-
FINISH SCHEDULE
LOCATION FINISH ::;
8 C,
FLOORS TERRAZZO (MAT~ EXIST . )
1l-ilN SET CER. TILE OVER
EXISTING TER::/AZZO
CAL TERNA TE • I l
REPLACE SHT. VINYL
THIN SET CER. TILE <ALTERNA;E • 2)
BASE TERRAZZO WAINSCOT
lMATCH EXISTING)
SELF -COVING SHT, VINYL (61
TI--l!N SET CER, Tl.£ OVER
EXISTING TERRAZZO 5 4' A . F . F
(AL TERNA TE • I I
11--llN SET CER . TILE 'NAINSCO
48' A.F.F. tAL ~!A TE ~2)
\A/ALLS GLOSS ENA•fl ?ANT lABOVE
WM'lSCOTJ
5/8' GYP. BOARD
'MARLiT"" WAINSCOC 48' A.F.f.
CEIL!NG GLOSS ENAMEL PAINT
WEST ENJPJ
LANDING
A-ANTER
LAM)ING
DEMO AND RBOLACE PORTICN
OF CONC , LANDL!\G AND TOP STEP
/
LAND!NG
~ ~ 00 00
f' f' (J) (J)
ll;l l1.!
sii ~~
[l_ <( •
•1 1e
• • • .,
• • • e1 •• e,el
WALK
PROVIDE GROOVES IN ca;c .
ALONG EDGE OF STAIR
_,,---El<JSTNG CONC. EI._QCK WALL
TO REMAIN
~t---w-====----t-
5
Al
H----5/8' W.R. GYP.BO
OVER 3 -5/8' MTL.
STUDS AT 16' o.c.
It-~--Ml'?ROR IN CONT .
I.ET AL FRAME
~-4· SR.ASH
PLASTIC LAMINA TE
COUVTER TOP •
~:;;;;:====;;;;;;;;.1-=1 i
U'J
LAV
....--
24" TYP.
SECURE MTL. 13.N-
J\ER WIT,-, I I 164'
T
/COUNTER
I~ " I' -O"'
I 112' DIA. GALV, STL.
PIPE RAL -..__
ST AIR SECTION
SCALE I /2' • I' -0'
"' ' N
--/./ET AL SI.PPORT
ANGLE 5'X3'X ! 14'
SECURE TO FRONT,
SIDES AND VET AL
STvDS
j 4• I
. .
TYP.
.---EXISTNG CCNC.
SLAB
. f' ..
MECH. ANCHOR
AS REOI.JIRED -~
6 BEAM SOFFIT
Al I'· l'-0"
I 1/2', I 112',
25 GA, DIVERTER
ANGLE
518' GYP, BO. (Gl.LE
BOTTOM PIECE TO
BOTTOM OF STL. BM.
--STEEL BEAM PER
sm.x::TI..RAL
CUT EXISTING WOOD
1-lANDRAIL i-ERE
($AND AND FffiH
END TO MATCH
EXISTING)
l.PPER HANDRAIL TO
REMAIN
I ! IZ' DIAMETER
WOOD RAIL --~
ROD AND
CLAMP TO
REMAN~(c:,-\
j.jANDQ AIL
SECTION
THREADED ST . STL .
BRACKET AT EVERY
FCU!H-i STAIR
(BRACKET OIAVcTB<
TO FIT ~ EXIST,\G
ROD CLAlvlP -VERIFY
IN FIELD)
~ ; §
~ :.,
"'
--
---
---
L :J
INTERIOR ST AIR
Al NO SCALE
EXIST. STL.
SlPPORT ROD \
WELD I /8" STL ,
Pc.A TE TO BOTTOM
OF EACH TREAD
AND SUPPORT
ROD -T'fP. -~"'-~1-ll
(BOTTOM I I
RISERS)
PAINT TO
MATCH STAIR '11:TAL
VERIFl
TYP.
l.FPER APPROACH AND
LOWER TREAD Se!AL;_ HA \E
A 2' WIDE CONiRASTING
COLORED STRIP
I -I /2'
MAX,
2 INTERIOR ST AIR SECTION
Al SCALE I. • I '-0"
TERMINATE
RAIL INTO
GROMIIET
HAND-
WOOD
~ -
' . ,.
~
!'
2" , .
[£D
•
I-
3'
3 INTERIOR HANDRAIL
Al SCALE I ' • I ' -O'
112' WOOD 1-¼i'ORAL
RADUS ITYP, )
~------11-------J+t----ALL 7 HMDRAILS TO BE
REPLACED WITH NEW I -112' 8
EXTERIOR Sf AIRS
Al \NEST ENTRY IAL TERNA lE o!t3)
SCALE< 114' • 1'-0'
0. D. GAL\/. STL. MNDRAL PER :
NOTE, CN EXTERIOR ST AIRS EA0-1
TREAD SeiALL BE IMRKED WITH A
2' WIDE CONTRASTiNG COLORED STRIP.
STAIR SECTION A-A
SCALE 114" -1'·0'
,---3 12' LON:; QUI( SOLT
ANCHORS EQUALL, SPACED
BY HILTI ICBO •4627
4" CCNC. SLAB WITH
6,6/ I 0-I OEWWM
--'09
18,>-l,4
16
I
L/
i--~-<30
PLBLJC RESTROOMS
'-L
--'---'< 11 __,, 1=
EXISTING RESTROOM PLANS
TYP.
3
SCALE, 1/4' • 1·-0·
17
f
6
I t----,""-<.1 5
R.ELIC RESTROO/v1S
14 14 2
0
17
15
3 Q, )------i I
/ DEMO PLANS
r-Wf--LOCATE NEW PARTTION
WHERE OLD PARTITICN
USED TO BE
"Tf~J:,:;l--<12
,...,.lg,w;j---<12
PROPOSED RESTROOM PLANS
SCALB 114• • 1·-0·
6
2
8 7
27
2.
WOMEN'S RESTROOM CADMIN . J
WEN'S RESTROOM CADMIN , J SIMILAR
9
21 1
" /ft 21 2 24
" b ,,,-: ~ 7 □ 13/
• Q / 4 12 2·:
1 0 IT MAX. 4. 3. 4
fvlEl\rS RESTROOM
4 21 21
2
7
<$> ~ "' §rQ •
""
4 3.
WOfvlEI\TS RESTROOM
RESTROOM ELEVATIONS
SCALB 114' • 1 '-0'
16 0-
r "
C . l
12 '
MEN 5
fr, WOMEN
i!c, -dJ
29 ,,.--~
'---__,,
ADMIN , RESTROOMS
N01ES AND DIMENSIONS TYP . BOTH SIDES
12 0
MEN
(ADMIN,)
f--3 ~
<O
24'
MIN. 2
ADMIN. RES I ROO/v1S
GB'ERAL SCOPE OF WO<l(,
I , REMOD8-RESTROOMS TO SA TISFl llll.E 2 4
AND ADA REOUJREVENTS.
2 . l<EPLACE EXISllf\G MERIOR 1-LANDRAL.
$ . CLOSE CFF OPEN ST AR TREADS FER ffi
4 • REPLACE DRINKING FU.NTAIN AT EAST 8'ITRANCE
WITH NEW e!ANDK;APPED ACCESSIB..E FOUNT AN •
ALTERNATES,
I , INST ALL CERAMIC TlE CT1-IINSETI OVER El<JSTI\G
TERRAZZO FLOOR AND WAINSCOT ,
2. l'JSTAU. CERAMIC Tl£ FLOOR AND WAINSCOT
N ADMN , RESTROOMS .
3 . REPLACE EXTERIOR HANDRAILS ANJ PORTION OF
00'\'C. AT WEST 8'/TRY.
1
3
--
• "' Q "'
2.
12 0 /ft
,,,-:
1
2. 4 l •
I •
b
' ;,.
·X
~ ~ ~
:., b "'
Date: Job No.: 93524
◊ LEGEND
I , OVER!--EAD BRACED TOILET PARTITION BOBRICK
DESIGNER SERIES I 04 7 (COLOR BY OWNER)
2. 4' LONG GRAB BAR BQBRICK 8-6806x48'
BAR TO BE I -112' ' WITH I -I 12'
CLEA.?ANCE TO WALL. FASTENERS AND SLF'PORTS
SHALL SE ABLE TO WITHSTANO 2 50 LBS . /FT.
IN BENDl!\G , SHEAR AND TENSION ,
3. 3' LONG GRAB BAR BOBRICK 8-6806,3 6'
BAR TO BE 1-112' 'WITH 1-1/2'
0£ARANC2 TO 'NALL. FASTENERS AND S!..P"CRTS
SHALL BE A8LE TO WITHSTAND 2o0 LBS.,rT.
N BENDlf\G, SI-EAR A'D TI:NSION.
4. PRE-FORMED NSULATION AT P-TRAP ANO
1-K)T WATER SUPP_ Y •
5. DOOR TO PROVIDE 34' CLR. W[)TH AND TO BE
SELF-CLOSING,
6. 'MARUTE' AT 4'-0" A.F.F. FOR ALTERNATE •2
REPLACE MARLITE AND FLOOR WITH CERAMIC Tl£ ,
7 . TOILET ffiSLE DISPENSER BOBRICK 8 · 2 8 8.
8 . Sl.RFACE MOUNTED T01£T SEAT COVER DISPENSER
BOERICK 8-22 I .
9. 114' FLOAT/PLATE GLASS Ml"ROR WI BOTTOM
EDGE AT 40' MAX. A,F,F,
I O. RELOCATE LRNAL (CAP ABANDONED Pll..MBING LINES
BB.OW F~ED SLRFACE AND PATCH TO MATCH
EXISTING FlNiSHl ,
I I . REMOVE TOILET . (CAP ABANDCN3) A_LU\Hf\G LN°S
BB.OW ANSI-IED SLRFACE AND PATCH TO MATO-I
EXISTING FINISH) ,
12. RELOCATE PAPER TOWEL DISPENSER. REPLACE
F NECESSARY .
I 3 . NEW WALL +lNG LRNAL WIT!-1 ELONGATED RIM .
I 4 . NEW TOILET WITT-I TOP OF SEAT
AT 17'-19' A.F.F .
I 5 , NEW 3''7' SOLD CORE DOOR , aIND CLfT AND
MATCH EXT . WOOD SIDING , Fl<OI/IDE CLOSER .
PUSH A_A TE , PU.L HANDLE AND ACCESSIBILITY
SIGNAGE.
I 6 . REMOVE DOOR AND DEMO PORTION OF EXISTING WALL,
I 7 . FLW OLT aoa< WALL FOR PLI.IM3ING. MA TCI-I EXISTING FINISH .
18 . DEMO A_LJM31f\G WALL . FNSH OF El.Ga< WALL
TO MATCH EXISTING.
I 9 . NEW I , 5 GALLON TOI.ET PER S"EC.
10. NEW 3'-0" x 7'-0" PAINT GRADE SOLID OORE
DOOR, LEVER 1-W-Ol.E WITH PRIVACY LOCK
AND ACCESSIBILITY SYMEJOL. t.£1 AL DOOR FRAME
PER S"ECi=ICATIONS ,
2 I • PATCH AND REPAR EXISTING TERRAZZO WAINSCOT
AND FLOOR Wl-lERE NEEDED. FOR ALTERNATE • I
D'IST ALL TI-IINSET CER . TILE OVER EXISTING
TERRAZZO Fl.OCR AND WAINSCOT ,
2 2 . LRINAL SCREEN 808RICK I 045 !COLOR BY OWNER),
2 3 , LAV . MClNTEO SCAP DISPENSER BCBRICK B • 8 2 2 ,
2 4 . NEW LAV . AND FAUCET PER SPECS .
2 5 . REMOVE LAV . (CAP ABANDONED A_l.MEllNG Llf.ES
BELOW FINSHED SLRFACE AND PATCH TO MATCH
EXISTING FINISl-0.
2 6 • /'EW FLOOR Sit"-K PER SPECS .
2 7 , PLASTIC LAMINA TE Ga.NTER , SPLASH f RETURN ,
2 8 . CEM0 El<lSTING TOI.ET PARTITOINS .
2 9 . REMOVE MTL . S-fi.F.
30. LOCATICN OF TEMPORARY PARTITION.
· AR
w .
~
Ct03 * ·XI·
rror~
CARLSBAD LIBRARY
ADA UPGRADE
McGraw/Baldwin Architects
Architecture Planning Interiors
RES I ROOM PLANS/
ltfllERIOR ELEVATIONS
701 B S1reet f440 San Diego CA 92101 619 231--0751
~-24\7='1.EST 04/1 f!i(94 08<20
EX~ST~NG RESTROOrui PLANS / DEMO PLANS
5CALE 1/4' , !'-0"
QEal n---NEW DRINKING !'OUNTAIN
LJ RECONNECT CW < W
7
PUBLIC RE6TROOM5
PROPOSED RESTROOM PLANS
OCALE, 1/4' , 1'-,Z,'
RESTROOM FLOOR FLANS
!
FIXTURES
FIXTURE MIN. =H-IN SIZES / IN.!
FIXTUF!E TTFE NO. S. OR W. v. c.w. Hiil
ll!:cl WATER CLOSET WALL 4--IUNGo 4 2 I 1/4 -UL TIRA LOW FLlJSI-I
J.!::d WATER CLOSET FLOOR MOLNTED 4 2 I 1/4 -UL TIRA LOW FLlJS4--1
I.I.cl URINAL WALL 4--IUNGo 2 I 1n I -UL TIRA LOW FLlJSl-l
l..:.l LAVATORT COUNTER MCUNTED 2 1 In 112 In
~ 5ERVICE SIM< FLOOR MOUNTED 2 1 In 112 1n
l2EcJ DRINKIN:s FOUNTAIN FF!EE&TANDINGs 2 I In 112 -
5Cl-4EDULE
J i
' : '
@
ADMIN. RE6TROOM6
l<!EMAl'!K.S
0
0
0
0
0
0
REMOVE EXISTING FIXTWRE. CAP Clll IN WALL AND
WASTE 6ELOW 5LAS AND VENT IN WALL
REMOVE EXISTING FIXTIJRE. CAP C.UI., 4--IJII., ""° WASTE
6ELOW SLAB AND VENT AflOVE CEILlr-t:s.
0
0
0
@
0
0
!'£MOVE DRINKJNG FOUl'!T Alf!, GAF SERVICE5.
~PO.C. NEW I l12'V TO EXISTIN:s I 112' A/C.
~FO.C. NEW I/2'4--IU! TO EXISTIN::i 314'4--IU! S/S
NEW WATER CLOSET. RECONNECT TO
EXISTING, VIENT < NEW CW I-IEADEF! IN IUAL.L
~FO.C. NEW 2'\ll TO EXISTIN<:. l'W 5/5.
~FO.C. DROF NEW 4'S • CONNECT TO
EXISTING 4'S 6/5.
l12'CW RISE '-'EADER FULL SIZE TO NEW
LAVATORIES.
I12'4--IW RISE '-'EADER RJLL SIZE TO NEW
LAVATORIES.
~F.O.C. NEW 2'CW TO EXISTING 2 I12'CW
IN WALL SPACE. '-'EADER FULL SIZE TO
FIXTURES.
~FO.C. NEW 3/4'CW TO EXISTING 3/4'CW
IN WALL.
/j;\ 3/4'CW '-'EADER FULL SIZE TO NEW
\;:__/ LAVATORIES.
0 ~F.O.C. EXISTIN<:. 3/4'4--1111. '-'EADE!"! AJLL SIZE
TO NEW LAVATORIES..
@ NEW COUNTER MOUNTED LAVATORT.
RECONNECT CW, 4--IW, V, < W
@ NEW FLOOR MOUNTED WATER CLOSET.
RECONNECT CW, v, • W
0 ~FO.C. NEW 2'V TO EXISTIN<:.
VIENT IN WAL!...
t;;;\ RECONNECT In·cw. l12'4--1111, AND 2' WASTE TO \::.I NEW FLOOR MOUNTED SERVICE SINK
0 FLOOR DRAIN TO REMAIN.
@ ~P.O.C. NEW 1n·cw TO EXISTING 3/4'CW
5/S.
SCALE
NONE
SCALE
NONE 4
6T MBOL ABBR DESC!'ii:IFTIOI',(
~--,---,--+---+-----------------{ _.., P.O.C. FOINT CF CONNECTION
-!E!-/EJ EXI5TING FIFING, -SEE FLANS FOR TYPE
F<EMOVE EXIST. EQUIF. OR FIFES SHOWN I-IATC'-'ED
---S. OR W. SOIL OR WASTE 6ELOUJ FLOOF! OR GRADE
S. OR W. SOIL OR WASTE AE!OVE FLOOR OR GRADE
SANITART VIENT
Cil!. =LD IUATER !DOMESTIC!
I-Ill!. HOT ILJA TEl<i /DOMESTIC!
G.V. GATE VALVE
¢)>----F.C.O. FLOOR CLEAN OUT
WALL CLEAN-OUT OR CLEAN-OUT 6ELOILJ FLOOR
-C.L. GAFFED LINE
e----e-DN. DOWN OR D!i10F
0---0--UF' UP ORRl5E
I 'TEE' 6RANCI-I
VALVIE ON F!ISE OR D;,op
UNION
WHA< ! WATER HAMMER AFiilRESTOR IF.DJ. 6IZEJ
. DIRECTION OF FLOW
SLOPE • DIF!ECTION OF FALL
-t>--REDUCE!"!
• T.F. TRAF PRIMER
MF A60vE FINl54--IED CJ..OOR
M.C.. A60VE FINISI-IED GRADE
A.F. ACCESS PANEL
AElV. A60VE
,_ ___ _____,,,,Elc01Sc--_-l--i6~E~L--:,CW~_..6 ... L,,,A ... .S.._ _____________ ---I
ElEL. ElELOW
C/..G. CEILING
CCNN. CONNECT OR CONNECT!a-.t
CONT. CONTINUATION
EXIST. EXISTING,
G.Fl'1. GALLCNS PEl<i MINUTE
I/W IN WALL 1---------,teME~C~H~_--+-~M""E~C0H·"AN"lc-Cc.ALc.-----------------l
S.OV SI-IUT-OFF VALVE
WI WITI-I
LEGEND
I. SEE Ali<CI-I. oms. FOR EXACT LOCATION CF ALL
FLElGa. FIXTURE&, FIFE CI-IASE5 • RJF!FI.ING.
2. COOF!DINATE ALL LOCATIONS , 6IZES • E/..EVATION6
OF ALL SLEEVES TH!'IJ WALLS < 5LA6S WITI-I
STRUCTURAL < ~I-IITECTURAL DRAWIN<:;S .
3. CONTRACTOR SI-IALL 6E l'<ESFONSl6LE FOR
ALL CUTTING • FATCI-IIN<:. OF ILJALLS , ROOFS, FOOT-
ING,S • FLOOR5 INCLUDING, ALL 6AW CUTTIN<:. • CORE
Dl"<ILLINGI .
4. COORDINATE• VERFl' EXACT LOCATIONS, SIZES.
FOINT5 OF CONNECTION • INVERT ELEVATIONS OF
ALL EXl5TIN<:. FIFING PRIOR TO INSTALLATION .
NOTIFT Al'<CI-IITECT ITV leD,ATE/.. Y CF ANY DISCREF•
ANCIES.
!.. TI-IESE DRAWINGS ARE Dl~ATIC . Tl-IE LOCATION
'ELEVATION c::iF-ALL F'l-.f:3G:. PIFjNiG 15 ..::.1 ! 1:.0...(MATE -i
SI-IALL BE VERIFIED • COOi'<[;) INA TED WITI-I ALL OT'-'ER
TRADES., 5TRUCTURAL CONDITIONS,• ElUILDIN<:.
CONeTRUCTION FRIOI"< TO 5TART OF IN6TALLATla-.t.
6. ALL YALVE5 SHALL 6E LOCATED SO AJ; TO SE
!'!EA.OILY ACCESSIEILE WI-IERE VALVES AIRE INSTAL-
LED WITI-IIN OR SEHIND WAL/..5 OR AElOVE A CEILIN<:. ,
AN ACCESS FANE/.. 54-IALL eE INSTALLED .
1, ALL 5ANIT ART WASTE • VENT PIPE • TO A POINT
5'-~• OUTSIDE OF THE ElUILDING, SI-IALL SE &ERVICE
WEIG.MT, N0-~5 CA!lT-IF!ON FIFE < FITTINGS WITI-I
&TAINLESS STEEL CLAMF • S'-'EILD ASSEMSLT c
NEOPRENE GASKETS .
5. ALL -"'SOVE GRADE DCl1E5TIC WATER FIFING 51-lAU. 6E
A.S.Tl'1. 8813 TYPE 'L' COFFER TUEIING, I-IARP DRAUN
WITI-I AN.SJ. 616 . 22 ~I-IT CCFFER FITTING,5 .
ALL JOINTS < FITTINGS 51-lALL eE SOLDEF!ED WITI-I
$-5 TIN ANTIMONY SOLDER. ALL HOT WATI:R PIPING
SI-IALL BE IN5ULATED •
~ ALL BELCIJJ GRADE DOME!STIC WATER FIFING SI-IALL
SE A.5.Tl'1. 886 TTFE 'I<' COFFEl<i TU6ING , I-IAl"t>
DRAW'! WITH AN.5.1. 616 . 22 Wl<Cl,,IG,I-IT COF!"ER FITTINGS
SRAIZED WITI-I SILVER SOLDER• SHALL SE IN6TALLED
IIITHIN A ~ MIL FOL TETHTLENE SLEEVE .
10. Fl'10VIDE NON-CONDUCTIN<:; PIELECTF!IC CONNECTICNS
1111-lEF!EVIElR JOINTIN<:. DISSIMILAR METAL6.
11. ALL llJ01'a< 51-lALL ~ TO CODE. IN CASE OF
CCN'LICTS WITH CODE • oms. OF! SPECIFICATIONS
Tl-IE MOST STRINGENT SI-IALL ~VAIL .
~-1111-lERE FLUMEIING PENETRATES A SEPARATION WALL
SUi.l'ACE. Tl-IE SECTION PASSING TI-IRU Tl-IE WALL SIJF!FACE
Tl-IE FIXTURE CONNECTIONS ATTACHED TI-IE!sSTO &HALL 6E
ONLY OF 'MET AL' .
13. ALL FIFING, PENETRATIONS Tl-ip;aj A FIRE RATED WALL 61-lAU.
6E IN&TALLED WITH AN AFFROVED FIRE5TOF 5T5TEM.
14. ALL HAND ICAF FIXTURES SHALL 6E RJi'<NIS'-'ED < INST AL LED
IN 511'!ICT ACCO!<!DANCE WITH T'-'E C . C. R ..
1&. ALL 6URIED METALLIC FIFING 51-iALL 6E INSTALLED WITI-I-
IN A '3 Mil. . FOL TETI-ITLENE SLEEVE .
II>. ALL !llNI< FAUCET!! SI-IALL HAVE A 19..0W RE5TRICTION DEVICE
NOT TO EXCEED 2 . 2 GFM < ALL LAVATORT FAUCETS ARE
NOT TO EXCEED . !; GFM
n. LAvATOl'rr FALJCET5 SHALL BE 5ELF-CLOSING TTFE.
GENERAL NOTE& SCALE 2 NONE
SCALE
NCNE I
TSUCHIYAMA, KAINO & GIBSON
Con:s,Ming l.lect>a111cal -En,;i,i11~r-,i
-Q7,0 IA .,lollQ \lillage DrTl"I>. S.iit~ 750
Son ~"· C:olifom1a 92122
{.fl.19) 597-055~ r..u (6-19) 5:97--(]585
Date: Job No.: ~,,4
CARLSBAD LIBRARY
ADA UPGRADE
McGraw/Ba!dm Architects
Archiltecture P!anning Interiors
u/M
AES~ ROOM PLANS/
INlERICR ELEVATIONS
701 B S1reet f440 San Diego CA 92101 619 231--0751
0\~2A.IPREST O-:lt02t9A J z, 13
r.7 e,· M"':, • \11..C'""-
l..!.J CL>\ e 1,;.•c,.__
GJ t: r-, ½ t,..:x.\.
pt.-,,.,!;'O 1..1.....r. ,,_.~ ,~ MMo,...._'( n> ~e:
~.;., u .. re, W1"'-h...._ 1~· 0'" !Sc>r oe ''-"'"6
QJ
ua re. sa 1-->0 ,Q, ~ '° in-,,,,._ o._.
Fc,u....<>..i•......, l'Ac:,<..~
. I
I
I _ _J
Altdchmen1 A Summary of Special Inspection
l l. Of.lCTciC
~ Bol~ uJ,urled rn coocrctc
) Coo cre.c-C' mom-c::::,I re:;.rst,.c f ( rii mi:-
4 R-cmfo;rcin£ ned 1101'.t prC-.SIJ'~i □g n~I
5-A W,c-]d Le:s1J□i!! duC"'Lk "'llOri<:nl rc;.1stJO!i! si«I fr.!ml!:':!';
5B Al! sln.Jct..1•11 .,..eld1:e:,&-1ocluc:h11g rcJ □rorc-ra~ seed
6 Htsh :me□ rth bohm~
1 Stn.i crura! Maso DI)
.8 Re1a.forced eyp.:um C(lCJ.c-ri:te
9 la.rul.a11n.i;: co□crc-t~ l'Jr
JO Spr-tJ .tp;ipbed [aC9roofm;E1
11 l)oe--r found.a Lions (pil•:c.e -dnlled p1c:r:,. & c.e1ssow.}
t2 St-w1.....,cci:
No
J ,:,,..,. Venn ~LI c.oe:CJtJOn....a.re ruoi;u.□li..!illt I.Cl oonionn.uiC(:
the-501J 1c:ivaA..ig11tio,11: rc:pon
l 3B Vmfy tl;u fouo-d.a.t..ioc e,;ca'r1l1ou cnc..id lO pr-opa-drpu,
and be.im.r,,g l'itr,Ull
l 3C Provide so1J C'l)ctlpllct.J.O:a, ~ ri::.rul:... depth or fiU cel.atJ',.,e
acorn~ b.e.!lnll!l valti,e$
I JD Pto .... 1dc $0d ei.p-tg,;;mc t..c:.l" rcs?Jfu e:tp.uu:ioo 10.dex,
!ec,J-Mmcnd,rnoM tor fo110.-d.4CJOIJ..6, o □ gra.de floor c:l.ab
dci;i.J?□ for e..:1cb bu1ldLD.E! ,1a.e
14 Spcct:ir c.,S<. (-dCSQ'lb(l
1.:5 O(f.tJCC' fabnc.a.Laoe: of buJ.JdLOg compo□.em.'>
16 Otha rul.lc.rur.a! mi£ped1cu urcqt1.Lred b'r-dangac:r
Oes1on StrenQ1h z. A "-lc..1-10 .._ ~re, I ,J '.>Tll.u ... i.D lk>'IU t..X\<:,Ti>....~ c:.o .._, c..r...c:rr: OL MCi."':i01,....j,..-t...'-('
&.. The COllrtJ'uct.ion ~o cu listed ur: lD. .a.dditJon to th-c:
c:.a.Uo:i ..o.spa::...oru ruiu.crl!'!d b) Secti.0:11 3-0.S o( ~e-Uru.form
.Butl-cung Co.de SpecW 1..D.SpeCUC111$ n.=.L a RJ~□...;c.,=-for-
-wpect.l-01t 1;,.,, .! C1f} l..itsp-o::tor Sp-cc-u..l.l7 ~ .,.,,ork:
which u i:n.ru.lJed or o::iver--ed w1u.'lout the .e.ppro.,,11 of the
City ~r i.s M1c:o. to remov;i;I or e.~-e
b Co□:um.101.l.S. tn£Po:t.io.c u .a],;a, l}► requrred d1J.l'i.c_g the
perfomu□.c:c or lh.c-... a,.k. ... u.Icss. oc.h,cn., & tp,e,c Lfied
p~.._ IC.."->O •a O IC,,
-t. The :spa:ta.l .LMpeC"..ors tlll1S1 be certlfied. by the City of Su
Daego to p,g-form t.h:c: 'tyPQi of mspectlan s:po::tfied
d. It :i.s the resporu:1bchry o(the oo.c.tr"1ctor .t.o mfonn the cpecW
lnSpO;:(oI or .J..O£PO=UOE. 1gCllcY 41 le.!Sr a □e 11P'Orb.o B' d.&y
pnor 1.0 puf ormm ,11.ov .,.,..od: lhAL .rc:i:;:w.cs i!ipc:c24f
:mspec•1ac All wor.1:: patom>ed ,,.,.Echol.l• tt.q\Ju-od .spec.a!
.ampo;;uoa. u; .ubJCd. 10 .n:m:n.d
Al TI:\0,..11>. iE. t,e: n.,.._.
Ol"'HT y;,: ?..:.re. ;
1~~111.'-'--'i!:itPA,'-11,IO'-<
& ... 't 0•~ r-...
icM. l"V.....,.,,c. \ i.m,
~~
'A" m IL li't..M"l-e t,n, '-
M 11 .. 'I.· p~ / l!M
1½." .j-i ,L .,
I•___:,,.; r ~.
_!==!~-~
I
I
I
\..\AU.. 'tD ,SIC,
¼" 4"
------------._...-'--1----L... --
5/e,",u~ -P!..4N.
>.J/4. 6",t•, l.1o7
~I", E:1'1>1",.
11-410 r"I A-.•""""'"( .,..._.. W/ \.11._n
1.1 T 'al"<>,'!
10:. ILO 4,4 l "t
C,ll.ll<Jr C.0-'-"o c.o._.a,,..,_ !50<.~
'3cN.... Q fO>C.. t:,. • W ,., I !$0<..T l"
ca.... l,. i.-c-...._u.:..-r C,llo<.ll'CO
,6.\..UW -ti,."-»U1" ~ "'°" All4 """" 1 'fA-t P"-"', "TD , .. _ , •t.o'1 Co~
e,.
1-----f--, ---t------
0
-r-
------1-4· %"1> t.un
1----------
---------..---
rio..~ ltf'Olr. '(.
1""10 Ml>'w'-'~'1'. .,.u.. w/ H-11..n
uir l!:l'Ox. -r
I:c.6o "4+1'!
0
l==*====::/====::=r=W=j=i--r
fA
0
a
~
'Z.•°% <j, ~:;o, GOU>
E'folC'! 1....,, ~ ....... ,.
......... .,,, J..loL."T\ -i....-
0'0 ),. 'I \LJW ~ ,,.. L'\
' l
Date: Job No.: 93524
NOTES:
1.
2.
3.
4.
5.
6.
BOLTS INSTALLED INTO EXISTING
CONCRETE DECK TO BE HIL 11 KW!K BOLT II
INSTALLED PER DETAIL 1 AND ICBO #4627.
SPECIAL INSPECTION IS NOT REQUIRED
FOR THIS INSTALLA17ON.
BOLTS INSTALLED INTO EXISTING
MASONRY WALLS TO BE 5/8" DIA.
THREADED A307 BOLTS. INSTALLED INTO
MASONRY WITH HIL Tl HIT EPOXY PER ICBO
#4419. SPECIAL INSPECTION OF THE
INSTALLATION IS REQUIRED.
ALL STEEL SHAPES, PLATED AND BARS
SHALL CONFORM TO ASTM A36 (U O.N.).
ALL SOL TS SHALL CONFORM TO ASTM
A-307.
ALL WELDING SHALL CONFORM TO AWS
STANDARDS WELDING SHALL BE
PERFORMED BY WELDERS HAVING A
CURRENT CERTIFICATE All WELDING
NOT PERFORMED BY AN APPROVED
FABRICATOR IN THE FABRICATOR SHOP
SHALL BE OBSERVED BY AN APPROVED
SPECIAL INSPECTOR.
ALL NEW OPENINGS TO BE CUT TO WlTHI N
1'-0" OF BOTTOM OF SLAB. DO NOT
OVERCUT OPENINGS.
CARLSBAD LIBRARY
ADA UPGRADE
McGraw/Balcwin Architec1s
Architecrure Planning Interiors
i/M QL/_ Cj
I I I
SI HUCTUAAL PLANS/ s"i'l
DETAILS & NOTES I il
701 B street t440 San Diego CA 92101 619 231--0751
0 I 9 9-4 MoQo.it~ ~