HomeMy WebLinkAboutXC2023-0288 - Accessibility Hardship Requestr`EW'Po' �' V�NtiO
e CITY OF NEWPORT BEACH �ey ✓a� ��opM�N
n COMMUNITY DEVELOPMENT DEPARTMENT 2s20
u % -Z BUILDING DIVISION Np crrY 1q
cy�/Fp0.N P 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 kEpRl OF
www.newportbeachca.gov 1 (949) 644-3200 QFq
DOCUMENTATION OF UNREASONABLE HARDSHIP — $375.00
FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS UNDER
$195,358" CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2)
❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS OVER
$195,358` CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2)
MUST BE ACCOMPANIED WITH RATIFICATION APPLICATION •*
❑ FINDING OF TECHNICAL INFEASIBILITY FOR PROJECTS PER
CBC 11B-202.3 - EXCEPTION: 2 (FILL OUT PAGESI, 2 & 3)
A. JOBADDRESS: (pSOL( SPQS�av� �nY�
SUITE NO.
B. PROPERTY OWNER: &o-� N ewe ri- O
Address: loo G,v;� CeL - >, ve, City N&wFork Z4&6-
State: CA Zip: 6%2fg(oo Phone No. qN1 - (p1fq-32gb
C. APPLICANT: �l 1[& X 62 - G; ► y n/� ,r t Be& `
Position/Relationship:
Address: /00 6 Vi c Cew kSr '[>� Ve ity Mw far k t e&ct,
State: CA Zip 92,caGo Phone No.: ,qqf- (o yq - 32a(o
Email: aQy�ek/�r+beacv.c�.d-V
CASE NO.:
H 2O23- 03
PROJECT INFORMATION
P/C.#: �Gao1'�-Id4�
Permit#: XGL9>h-o
Use: rUaH(. P,6'�JRWM
Stories: l
Verified by. zi
Receipt #: GI � Pro u
DISTRIBUTION:
❑ Owner
4-71 Petitioner AL'K
P/C Eng
❑ Inspector
❑ Other
An unreasonable hardship exists where the cost of providing an accessible entrance, path of travel, sanitary
facilities, public phones, drinking fountains, etc. exceeds 20% of the cost of project without these features.
The actual work of the project must comply with current code and an additional amount equal to at least 20%
of the cost of the project must be spent to improve required accessibility features that are not in compliance
with current code.
In choosing which accessible elements to provide, priority should be given to those elements that will provide
the greatest access, in the following order: 1) An accessible primary entrance; 2) An accessible route to the
altered area; 3) At least one accessible restroom for each sex; 4) Accessible public telephones (when
provided); 5) Accessible drinking fountains (when provided); 6) When possible, additional accessible
elements such as additional parking, storage and alarms.
To request an unreasonable hardship, complete the attached worksheet, and prepare a site and floor
plan of the existing and proposed accessibility improvements. This information must be submitted to
the Building Division in duplicate, prior to processing a permit application. One copy of the approval or denial
will be returned to the applicant.
For projects exceeding the valuation threshold of $195,358, a hardship approval can only be obtained
through a ratification application and hardship application.
The $195,358 is based on $50,000 in 1981 dollars as of January 1, 2023.
Ratification form can be obtained at: https://www.newoortbeachca oov/ratificationform
Forms\Hardship 08/21/2023 1 t&I "��
Address: 6904 S64S GK6 DR P/C#: ��'6'>-
1. Total Cost of Construction contemplated (not including disabled access work) $ ��a , o D
Identify the accessibility features, which will NOT be brought into compliance if the request is granted.
Provide an estimate of the cost of compliance for each item.
❑ Path of travel to entrance (ramps, walks) ............................................ $
❑ Path of travel to altered area(s)............................................................... $
)( Sanitary facilities (restrooms) too, ovo
❑ Parking .....CeµQkn7µ.�nTi.lJ�yTi.Mt^! a✓2..W.oM ..ktjer4! 5,..4.�?R.nnvw�{6�
❑ Drinkingfountain(s) .ub vefS..kT.NNE.GitMR.010-r?>z7.AE41............... $
❑ Accessible phone(s)............................................................................... $
❑ Accessible signage................................................................................. $
❑ Other....................................................................................................... $
Total cost of providing compliance:..... $
Identify the accessibility features and equivalent facilities, which will be provided or brought into
compliancce<4a6Ssr required by Code. Provide an estimate of the cost of each item.
a. AWYo Wfpl MVJ'5 Msfp" aA. J � rl�kbwS $ 29*emr
b. A-a&%igt-u LAVA-Top-16S rn/ leJ6H MgN &/✓9 +,9PM&N P&P-wn15 $ 1S, Ltoo
C. Altw l�bs7FIaNt 5(brelA6&$ $ 1, -2-
d• Rt�«uNv waj R �(c5LT5' i✓ MiaJ �n/� hJoM6,)
e. W wm(L411 AM4LJ LoaeplM-a- $a,r �tPu,3+=�3 rveera �w.✓$ S(po
f. $
Total: $ 2,(0) ol¢o
2. Technically infeasibility— if applicable complete Page 3 of this application
3. Fill out this section if the path of travel from the disabled parking spaces to the tenant space
is not accessible. List projects (tenant improvements, additions, remodels, etc.) performed within
previous three years where no disabled access improvement was performed in conjunction with the
project. State description, date, and cost.
n//A'
The applicant understands that although the City may approve this request of unreasonable hardship
and the proposed equivalent access, the City reserves the right to require additional access
compliance upon receiving a complaint of inadequate access at this location.
4. [e A-,, be-
( ppl ants Name or Authorized Representative)
5.
FOR CITY USE ONLY
,,�2pproved ❑ Denied By
tuef Buldmg Official
117,4
1J ( _ � _. ZIC2
(Date)
Forms\Hardship 08/21/2023
Address: P/C #:
TECHNICALLY INFEASIBLE. An alteration of a building or a facility that has little likelihood of being
accomplished because the existing structural conditions require the removal or alteration of a load -bearing
member that is an essential part of the structural frame, or because other existing physical or site
constraints prohibit modification or addition of elements, spaces or features which are in full and strict
compliance with the minimum requirements for new construction and which are necessary to provide
accessibility.
Describe why the nature of accessibility is technically infeasible:
Describe how equivalent facilitation will be provided:
Fortes\Hardship 08/21/2023 3
VICINITY MAP
PROJECT
LOCATION
ABBREVIATIONS
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1 - 800 - 227 - 2600
s[roxE you DIG
SYMBOL LEGEND
NUMBER
WE
WEST NUMBER
SECTION LETTER
BHEETNUMBEP
A ELEVATIONLETER
ELEVATION NUMBER
B
SHEET NUMBER
C
ROOM NAME
ROOM NUMBER
/L
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(JI
DWRNUMBER
/����(
—
RENOVATION
KEYNOTE
DEMOLITION
KEYNOTE
Gam'—
FINISH
KEYNOTE
BASIS OF BEARING:
BENCHMARK:
PUBLIC WORKS DEPARTMENT
N
SITE PLAN
scALe r =Rao•-0•
RESTROOM REHABILITATION
6804 SEASHORE DRIVE, NEWPORT BEACH, CA 92663
CONTRACT NO. C-8905-2
PROJECT NO. 23F02
e 0 A Architecture
sMGevN,Im.MSrtiv
GENERAL NOTES
A GENERAL CONTRPCTORTO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION
1. NEW WORK.
B. PATCH,RESTORE.ANOREFINIBHALLAREASCAMAGEDBYTHE CONSTRUCTION
WORKANOOEMOLITION.
C. COORDINATE WE ENGINEER PRIOR TO DEMOLNIIXI FOR ITEMS TO BE SALVAGED.
O. ALL NEW DOORS SHALL BE SOLID CORE WOOD WITH WOW FRAME,
E REPAIR ALL TRANSITIONAL AREAS BETWEEN OUSTING AND NEW WORK DUE TO
DIE OLTRON,
F. REGARDING DEMOLITION, CAP ALL EXISTING UTIUTIES B PREPARE FOR NEW WORK
AS REQUIRED.
G_ NEW AND EXISTING WALLACEILING SURFACES SHALL BE PAINTED WHERE NOTED.
SCRAPE AND REMOVE ALL EXISTING LOOSE PAINT PER MANUFACTURER'S SPEC. AND
PREPARE SURFACES FOR NEW PRIMER B MW
H. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING BLDG.
CODES AND CRY ORDINANCES.
I. HANDLES. PULLS. LATCHES. LOOKS. AND OTHER OPERABLE PARTS ON DWRB AND
GATES THAT ARE IN A PATH OF TRAVEL SHALL BE OPERABLE W TH ME HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR T WISWG OF THE WRIST.
(11Ba09A. li&,W2T)
J. OPERABLE PARTS OF DOOR HARDWARE SHALL DE SS' MINIMUM ANDM' MAXIMUM
ADOVETHEFINISHFLOORORGROUND(llBdW T),
K. THRESHOLDS OR CHANGE IN LEVEL (IF ANY) SHALL BE%' HIGH MA%IMUM. RAISED
THRESHOLDS AND CHANGES IN LEVEL AT EDGEWAYS SHALL COMPLY WITH SECTION
I IB-AU AND 1UFASS (11B-0IHL ").
L. MAXIMUM FORCE FOR PUSHING OR PULLING OPEN, EXTERIOR OF INTERIOR HINGED
GOODS WITH CLOSERS AND SLIDING OR FOLDING CODES, SHALL NOT EXCEEG FIVE
POUNDS (11B<DA2.B)
SCOPE OF WORK
REPLACEM ENT OF ROOF AND BEAM. REMOVE FREESTANDING WLUMNSI TRELLIS ON
SOTF $ICES OF BLDG. REMOVE CMU CORST. REPLACE LWHTS WITH LEDs. EXTENDTILE
TO ENTRANCE. NEW FLOOR OWNS NEW PLUMBING FIXNRES.
BUILDING DATA
AWL
ANFW��
CONSTRUCTION TYPE:
III.
NUMBER OF STORIES:
1
OVERALL BNLONIGHEIGHT
16'-W
FIRE SPRINKLERED:
NO
SUILDINGAREA
ER SF.
OCCUPANCY TYPE:
B
SPECIAL HAIAROS:
UQUEFACTION
2022 CALIFORNIA BUILDING CODE MC7Y OF NEWPORT BEACH AMENDMENTS
2022 CALIFORN IA ELECTRICAL CODE
2022 CALIFORNIAMECIWNICALCWE
20D CALIFORNIAPLUMBINGCWE
20Y1 CALIFOA IA GREEN BUILDING CODE
PROJECT DIRECTORY
OWNER
CITY OF NEWPORT BEACH
1 W CIVC CENTER CA SC
NEWPORT BEACH, CA 92PW
CONTACT TOMSANOEFUR
E TSANOEFUR®NEWPo0.TBEACHG GOV
T-9498Wd321
ARCHITECT
BOAARCAFECNRE
1511 COTA AVENUE
LONGBEACH,CAWS3
CONTACT: EDWARD FOR NO
E LOK.NG@BOAARCHITECTURECOM
T: ECS127SFE
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PATH -OF -TRAVEL NOTE
THIS SYMBOU INDICATES A DISABLE ACCESS 'PATH OF TRAVEL' WITH 2%MAX. SLOPEAT
PARKING STALL AND 5% MAX SLOPE AT
WALKWAYS W NH 2% MAX. CROSS SLOPE, AIO
PCT�RO T—
NO.
DATE
DESCRIPTpN
BY
ORANGE STREET
A.
4+. E,,,,,, .,<
,
,Orz6R023
DATE AND WDR HARDWARE
- LMK xe
6804 SEASHORE DR., NEWPORT BEACH, CA 92663
TITLE SHEET
CITY OF NEWPORT BEACH
T1.0
.
PUBLIC WORKS DEPARTMENT
ILIEI 1 of �)
EXISTING PLAYGROUND
EAS71NG BENCHI
PROTECT IN PLACE
\ Y�
I
\
\
\ \
O�WryG \
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EXISTING TREE PLANTERSO
PROTECT IN PI ACE TYP SroFJy
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'. � scale. ve^
EXIGTMG PEDESTAL
DRINKING FOUNTAIN,
PROTECT IN PLACE
\
\ k
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\
\
EXISTING CMU WALL',
PROTECT IN PLACE \
EXISTING `
LANDSCAPF --
2g
EKIBTING LIGHT POST
PROTECT IN PLACE —
EXSTNG COMPLLWT CURB RAMP&
DETECTABLE WARNING MEETS CBC 118-KE &
11B 4 STANDARDS, PROTECT IN PLACE
WALKING SURFACES
1. CHANGES IN LEVEL BETWEEN NEW AND EXISPNG WALKNAMPS SHALL
NOT EKCEEO 11V HIGH SHALL BE PERMITTED TO BE VERTICAL AND
WRXOUTEOGETREATMENT.
S OPENINGS IN WALKING SURFACES SHALL NOT EXGEEG PNO ALLOW
THE PASSAGE OF A SPHERE MORE THAN 1? DIAMETER. ELONGATED
OPENINGS SHALL BE PLACEO SO THAT THE L"I'D OIMENB"N IS
PERPENDICUI TO THE DOMINANT DIRECTION OF TRAVEL.
S. SLOPE OF WALKWAY NOT TO EXCEED 5% RUNNING SLOPE EXCEPT AT
LANOIARD"'AN51PON POINTS SLOPE NOT TO EXCEED 2°%MAXIMUM IN
ANYOIRECTION.
RENOVATION NOTES
A ELECTRICAL I MECHANICAL EQUIPMENT AND DEVICES:
B
L,
SUBCONTRACTOR EXPERIENCED WITH
ROOFING REPAIRS,
D. FLOOR COVERING MATERIALS SHALL C(
SA ANO HAVING A SPECIFIC OPTICAL D
EXCEED 0. C? PER ASTM E W2. CBC KCI
FINISH MATERIAL NOTES
N
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H
CONSTRUCTION LEGEND aw�Ea :r�sR I �o�I;IBCl:17 ;5RMAY
REQUEST APPROVAL FROM OWNER TO USE OR SUBSTITUTE %--�
ENVIRONMENTALLY PREFERABLE PRODUCTS AND RECYCLED PRODUCTS.
1. COLORSMQMNISXESSXALLMATCHSAMRESAVAILPHLEFITIF BYEKSCDNGWCMUG fTlgOEWPJLTOREMAM.PATCH NEWPQPX16'CMUSPUBTFACETOPCOUREETO LONTRACTORATOWNER REPRESEMATNFS REOJECTSD£OFFICEAND REPAIR TO MATCHEXISTING WHERE DAMAC£O BV MATCH ADJACENT WALL. PATCH PNO REPAIR ARLHLTECT I$$OLE JUDGE OF COLOR AND FINISH MATCH.DEMOLITION WHERE DAMAGE BY OEMOLRION .WHERE'IMTLH EXISTING' IS INDICATED, PRONOE NEW MATERIAL ASVV)i
NECESSARY TO PATCH OR EXTENO EXLSTING MATERIP- UNLESS AN
FXIBTNGC'CMU WALL PARTTIION TO REMAIN. PATCH EXCERNONI$ SPELIFK Y NOTED, NEW MATERIAL SHALL MATCH
AND REPAIR TO MATCH EXSPNG WHERE DAMAGED NEWWALKCRMIACONCREI£SLIB AT: RPMPS EXISTING INTYPEMATERIAL CUMEN IZEEQUIRE DCON MATCH,
TEkS I ♦X
AND WALKWAY PAVINGS. 6 WHERELONOWLTDOCUWN MATCH
AS MATCH, BUT EXISTING •FXLPFSFS SIIF PI
u� CDLOR5 NAME 5 UNKNOWN, MATCH COLORS ARCHITECT NEARLY SO-EJS
NEW FLODRPLE PRACTICABLE ACUNR COMPARSp HEOCLORS WHERE NOSE OF
COLOR MATCH PBE REJE TMIBMATLHEO COLORS WHERE MATCH IS
RECLINED WILL BE REJecTED.
A1.0
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4 AS.0 2
3
Boas 3V%48' t
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04'MIN,
MIN.
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CHASE
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EI%iVRESTO NEW PHOTO GELLAi Q
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Hardware GrvuD No 0(7
w
CONSTRUCTION LEGEND
For use on Door#(s), 182
Pmade each SGL doors) with the allowing:
CITY DESCRIPTION
CATALOG NUMBER
FINISH
MFR
_
EXISTING 8- OMU BREIT FACE WALL TO REMAIN. PATCH
NEW 343kt8' CM SPOT FACE TOP COURSE TO
AND REPAIR TO MATCH EXISTING WH ERE DAMAGED BY
MATCH ADJACENT WALL. PATCH AM REPAR
DEMOLITION
WHERE DAMAGE BYDEMO ICON
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AND REPAIR TO MATCH EXISTING WHERE DAMAGED
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3049H
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H3Mware Group No-102
DOOR TYPE LEGEND
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CITY DESCRIPTION
CATALOGNUMBER
FINISH
MFR
N77 EWOOOR&FRkME
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9
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PER DOOR SCHEDULE
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BUILDIVG STANDARD
626
TBD
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RENOVATION ROOF PLAN
RENOVATION NOTES I o
O6
A ELECTRICALIMECHANICAlEWIPMENTANDDENCES: REINSTALLF.
.
B.
C
ONLY
THEROOF
REPARTEE ROSE ME PATCHING AND REPAIR SHALL BE DONE USINGA
SUB -CONTRACTOR EXPERIENCED WITH ROOFING IN GENERAL AND
ROOFING REPAIRS.
D. FLOOR COVERING MATERIALS GRgLL COMPLY WITH ASTM STANDARD
SEA AND HAVING A SPECIFIC OPTICAL DENSITY SMONE RATING TO
EXCEED 450 PER ASHM E 662 CRC W44
FINISH MATERIAL NOTES
2,
3.
4.
RrQUIREBWILLBEREJECTED.
ROOM FINISH SCHEDULE
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5 scALE va"=r-o"
n MEWS -EAST
�J SCALE: III V-0-
�v �WOMEN'S - EAST
o ACCESSORY SCHEDULE
MMK
EOIP.
MAVVF. ICOLORMWEL XO.!
Camwh
501
CONIURA SERIES, SURar¢
MmMeE DN Soap W AW,
6obnGwasflrcom B4112
EGAMA F lD
'STAINLESS STEEL FINISX.
TP-1
OURADNESERIES;CLPHENOLIC
HOBJNBIT
.11 WK,Tc m 1B. Serea
EqupmVHt lnc.
PROVIDE 293260 ALMOND DE, ... N MATTE FINISH AT MEWS AND MATCH EXIMING
pT WOMENs. PROVIDE 59' WOR T PANEL HEICiRWITH IY FLOOD CIEERI NCE.
RENOVATION NOTES
FINISH MATERIAL NOTES
A ELECTRICALIMECHANICALEOUIPMEMANOOEVICES: RESSTAa MD
1. UNLESS SPECIFICALLY INDICATED OTHERWISE. PRODUCTS SCHEDULED
PROPERLY RECONNECT EXISTING DUCTWORK; SWRCHES: THERMOSTATS;
INDICATEOUµfrySTANDAROREWIRED, BUTARENOTINTENDESTO
AND OTHER EXISTING ELECIMEOH. EOUPMEMAND DEVICES REMOVED
LIMITCOMPET@CN, LISTED COLORS AND FINISHES ESTABLISH COLOR
CURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY
AND FINISH REOUIREO. E%CEPT FOR PRODUCTS NOTED PS -OWNERS
EQUIPMENT AND DEVICES THATARE IN GOOD CONDITION DISCARD
STANDARDAPPROVEOEOUALPRODUGTSMAYBESUBMITTEO FOR
EQUIPMENT AND DEVICES THAT ARE NOT IN CONDITION AT LEAST AS
OWNER REPRESENTATIVES REVIEW AND APPROVAL MAY
GOOD AS EXISTED BEFORE REMOVAL AND PROVIDE NEW EWIVALENT
.CONTRACTOR
REQUEST APPROVAL FROM OWNEER TO USE OR GULF,TUTE
MENTAND DEVICES. NRNEOUIPMENTANOOEVICE55HALL EXACTLY
ENVIRONMEMALLYFREFERABLEPRODUCTSANDRECYaEOPROWCTS,
MADE
MATCH THOSE REMOVED IN TYPE, WE, HAIGH. CONFIGURATION, AND
2. COLORS AND FNISHESSHALL MATCHSAMPLESAWTHABLEFORVIEWBY
OPERATING CHARACTERISTICS. UNLESS NOTED OTHERWISE. ALL
CONTRACTORATOWNERREPRESEMATIVE'O3 SPRECTSITEOENCE.
INSTAL ATON SHAH MEET CURRENT BUILDING CODE
OLE
ARCHITECT IS SJUDGE OF COLOR AND FWAS I MATCH.
B, PROVIDE NEW MATERIALS TO MATCH EXISTING UN06NNSEO WORK FOR
S, WHERE 'MAGNHEXISTING IS INDICATED, PROVIDE NEW MATERIALAS
CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH
NECESSARY TO PATCH OR EXTEND DUSTING MATERIIMATESSW
SUBSTRATES To
EXCEPTONIMSPECIFICALLYNOTEENEWAMTERIALSHX MATCH
TYPESLAL3ANOSSELLES
TYPE5,52ES OUPIITIES, AND COLORS AS EXSTING ADJACENT MATERUL.
EWING IN TYPE, MATERNL WE, THICKNESS, COLOR.. PATTERN.
REPAIR ALL DAMOR, WALL AGEDOR DEFACED FLOOR. AND CEILING FINISHES
4. WHERE CONTRACT DOCUMENTS REQUIRE COLOR MATCH, BUT EXISTING
ASSOCATED WITH THESE ALTERATIONS.
COLORS NAME IS UNKNOWN, MATCH COLORS AS NEARLY AB
C WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED EROM THE RODE
PRACTICABLE BY FIELD COMPARISON. ARCHITECT IS SOLE LUDGE OF
AND NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND
COLOR MATCH ACCURACY MISMATCHED COLORS WHERE MATCH IS
REPAIR THE ROOF. ME PATCHING AND REPAIR SHALL BE DONE USING A
REQUIRED WILL BE REJECTED.
SUS -CONTRACTOR EXPERIENCED WITH ROOFING W GENERAL AND
ROOFING REPAIRS.
D FLOOR COVERING MATERWS WALL COMPLY WHIN ASTM STANDARD
D IS, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO
EXCEED 4M PER ASTM E W, DEC BMA
D
n MEN'S - SOUTH n MEWS - WEST
SCALE'. i14" =1 0' SCALE: 114" = T-0°
�, WOMEN'S -SOUTH
TYPICALAT
LOW CMU WALL
�u �WOMEWS - WEST
�/ SCALE: 1W=1'-0"
CD FINISH MATERIAL SCHEDULE
NO
71MATERML
MpNUF.
COLORMODEL XO.
NOTES
I
SEMIGLOSS -PANT
BONN EDWARDS
DEW 35I WHITE CREST
PgINT CMU WALLS
P-2
SEMIGLOSSPAWDUNN
EDWARDS
DEC723MADERA
PgIM CMU ACCENT WALLS
PJ
SEMIGLOSS -PANT
DUNN EDWARDS
BE 6301 BLUSTERY WIND
PAIMCMUACCEMWALLS
PA
SEMIGLOSS -PANT
DUNN EDWARDS
DEC MIT COCMSE
PAINTOWTOIIETPARTIONE
P-5
SEMIGLOSS -PAINT
DUNN EDWARDS
DEC TR MADE.
PANT SOONG INSIDE S OUTSIDE AND WOR FRAME,
PL
SEMIGLOSS -FAINT
DUNN EDWARDS
DE ANXI BLUSTERY WIND
SAINTINSIDE 80UTSIDE OF EXTRUDED ALUMINUM LOWER SYSTEM AND FEE
MEEAL PERGA
P-T
SEMIGLOSS -PAIM
DUNN EDWARDS
DEC 726 MADERA
PNNTNEW AND EXISTING EXPOSED WOOD MEMBERS AT WUGG AN.
MSM OE OF BUILDING
TP-1
TODLETPARTITES
IT SCREEN
BOGNER OR
APPROVED EQUAL
OURALINE SERIER ANSHINOWER HEAD,
SOLID PHENOLIC, GPAFgEE PRIVACY
DESIGN
EQUIP BOOR WITH AUTOMATIC CLOSING DENCEAM HEAVY DUTY HARDWARE.
PULLS OH PUSH S PULL SIDE OF DOOR WITH SINGLE ACTION OITCH
CONSTRUCTION LEGEND
z
O
W
W _m
fn = o BE
w
x
K .m
z 0 <w
Q °o m0
O n
w
af
L-- -1
EASTNG W CMU SPLIT FACE WALL TO REMAIN.PATCH
NEW YVYXT EMU SPLIT FACE TOP COURSE TO
AND REPAIR TO MATCH EXISTING WHERE OP)MCEO BY
MATCH ADJACENT WALL PATCH AND WI
DEMWmQY
WHERE DAMAGE BY DEMOLITION
CRAVING NO.5-525] S
ANDTNG4' EMU WALL ROSTINN HREMAIN MPGTCN
ENOTING H' MUWALL ARTILO WHERE DAMAGED
NEWA'THICKMIN. CONCRETESIABAIENAMPS
�
AND WALKWAY RAVINGS.
NEW FLOOR TILE
A6.0
FE �W
NEW ROOFlrvG ASPXXTIC
LOCATE GRAB ROBS ON EACH RE SIDE AND THE BACK OF TIE WATERQOSET,
331NCHES MOVE
fL
r-IB'
Y3
U
.}�ry�
J✓44I
SHINGLUE
E%STNG L6 TIPS W/18'
0-T TH
AND PAyLLLELTOTNT END POSITIONED GRAB SAME . IAT NCHESNFRONTO BEAT
FRONT ME
LEAST I2JESEINCHES,AE WITH TXEFRONT ENDNOTBE
-
PLYWOOD ON
OOON TOP pNp4%5
AND
MAN1SN
WATER CLOSEi.GM8BAR5 ATTXE B4CK CAN NOT BE LESS MAN 38NLXE5 LONG. THE
LONG.
WIDTH SEEM SURFACE
SHAIEISO
L
d
Y
WOOD
WOOD FRAMING
ISREQUIRED TOR'.AREtGFC.,OUNTE
PROVIDOFTHEIVALENG SURFACE.IFGRABBARS MOUNTED
SHPPEISTTGAW
AN ESEACE
y
L-ME BETGRIPPING
PDJALENTTOp WALL. THE SPACE BETYYEEN THE WALL ANOTXEGRAB BARS IS TO BEI
URI
MIN 26'MIN.
LONSTING4x8WOODBEAM
$NCHES. GRAB BASS ARE TO RESIST 2W POUNDS OF DOWNWARD FORCE ME
TORSION, GRAB BARS ARE TO BE MADE OF STAINLESS WITH
I
�1, m
000
TO BE PAINTED
STEEL A PINE. SURFACE AND
SNP➢ FLANGES OVER MOUNTING BOLTS.
RM
NEW EXTRUDED ALUMINUM
LOUVERPROVIDE
TEM,SHOP
ATCMUwALL
�
r
in
U ;
TO PROVIDE SHOP ORgWING$
DRAWINGS
TO
P NOR TO FABRICATION
MEANS.
E%PANSXMIANCHORS TO
WALLSEDBYONREORAS
PROVIDED BY MANUFACTURER III2' tIIT
5
`
p
CaIM?to
A]D
WALL
NEWROOFINGASPHALTIC •
Y
MIN,CLEAR
a
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O
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i
f Q
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NEW MIRpTECX I
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USE MANUFACTURERS SOLID 2x+2
MOUNTING HARDWARE FOR MIN. BLMG
RO
2M MAX.IN pHY
DtliECTICN
FASCN I I
VIDE STMETAL
STRUCTURE. PROVIDE 1IB' MIN. STUD WALLS
STRUCTURE
�
Ono
STEEL PLATE AS BACKING
¢'
TTaaWW
L'nN�ca L"IT.1�N
I I
=
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NEWJ.A.RAM
NEW xMAUE: PALPAINT PER I
WOOD BRACE: i
CONCRETE SLAB E: t'=,'d°
17
GRAB BAR SCALE B'=TB'
5
ACCESS. R.R. STALL
1
E%TERIOR ELEVATIONS
I
W MIN.
3M-W/EXPANSIONJOINT NOTE'.
LOCATE E J,®2PA'
ryEW BRBxIfi CMV TO !
G{-'i
MATCH MISTING TYPE I
Hwyp
FLVSX VALVE
SEALANT W/ROUNDED OC. MP%. IODATE PER
BACKUP SITE PUW
4 _
A
SA
3G'LONG S.S. GRAB BAR AT ROCK OF WALL
$gi
rd2'MIN LONG 5.S, GRAB BAR AT SIDE WALL
O
PREMOULDED b®26'OL.
FILLER
I i
3�
3 TOILET PAPER DISPENSER
E%ISRNGCMU WALL, •
PROTECT IN PLACE
f8k
AiV TO HAVE CON WOODS
H
W
PAPER FLOW
b
UJ
^^ —'� �_r
yea^ ...
qry I I
J • •
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= o — _r
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a
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ti4-AI-FEEL SAWLUT NOTE
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&
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n
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FOR REFERENCE ONLY
�B CONTROL JOINT'
"N5"FL°°R
£-
EXPANSION JOINT S E + =T�
18
KNEE BRACE IfCMU
10
MOUNTING HEIGHTS
6
WATER CLOSET E: ,'=,°p
2
NEW SHAPED
tW MIN. RADIUS
AT CORNERS
LEDGERBHPNGER, pD�
SEE STRUCTURAL WJE' Z
UMW ING$
NOTE: LETERS AND NUMERAL$ ARE
T-B'
NO
90 OVERHA \
PASSEDMMB' CHAACTE MAXIMUM OF
RR� MINIMUM
M2', CHARACTERS D MAIM
tTMIN. pEAM
AOACOMPLYWGNAND WASHING
NEW
pWy pu xU.�N 2'"IGH. ATTACH WITH 4 STAINLESS
FAUCET AT WALL -HUNG LAVATORY
STEELSCREWS.
REBTROOM RE5TROOM
LAVATORY
EASED ROGER
EYISiING ROOF 5IRVClURESVSIEM
TO BE REMOVEPND RE-INSTPLLPFIER
t2'OWAETER CIRCLE 1H°TIICKANO 1S EpULLATEMLTRIPNGLE t/d'TIICK TXE WORD
RE PLACEMENTOFTWCMUCOIRSE
',ESTROOWA LOCATED DIRECTLY UNDER PICTOGRAM. COLOROFTRIANGLE SHALL
S,
H
EXISTING BEAM
CONTRAST VISUALLY WR" ME COLOR OF TIE CIRCLE, COLOR OF CIRCLE SHALL
U.K. VISUALLY WRH TIE DOOR COLOR.
KNEE0.R
NEW ROOF STRUCTURE OVERHANG
SYSIEM AM DIAGONAL WOOD
SPACING
EXIRUOEGALUMINDM
WITH LOUVER; POWCERFRAME
LOAT
8
TYPICALATCH SIDE AT L
TYPICAL
H
z R
g $
E
e
/
OfEMRANCE 000R
PROVIDE n
_
FINISH qLL SIDES
❑
- JIB
PIPE INSULATION
NEW FAST PER STRUCTURAL
EO EO.
MM z
"
m'e
l
i
FRAMING PLAN, PROVIDE
POWDER COAT FWI$HS
�. FINISH : PLLNESTRGOP SIGNS SHALL
°1 Z FINISHELOOR
iOECLR
q HAVE A NONGIARE FINISH,
CT'+ NEW DIAGONAL WOOD SPACING
EXTERIOR INTEWOR
T
C.
ALUMINUMN RB
RESTROOM SIGN SLALE+/6=—
7
LAVATORY
- wEIHA
��R
-- VERTICAL SUPPORTS ARJUNO
PERMETER OF BUILDING
ONO WALL TOP COURSE TO BE
REPLACE WII"NEW IYPEPRODNO
PERMEIEROFBUILOING
Cµ8•sa' BYB`so MDUNTING NEIGHi:
O SIGNS WRH RAISED CHAMCTERAND
BMILLESHALLBELCCATED481NCHE5
S MINIMUM ABOVE THE FINISH FLUOR..
j
/
_
GROVNOSURFACE MEASURED FROM
FLUSH CONTROL
TYPICAL METING CMV WN
PROTECT IN PLACE
a ME
MENS05ELNE OF ME LOWEST LINE OF
.�T'T '»PP BRAILLE MUWI.AS MAXIMUM
_ ABOVE THE FINISH FLOOR OR GROUND
TOP OF CONTROL
fJ'✓`�
EA SURFACE, MEASURED FROM TIE
BASELINE OF ME HIGHEST LINE OF
M�
RAISED CHARACTERS.
EGwaN C�
LW Rg
3D View
1H'MM. TIICKNESSTYPICA- DIN
CNDER OE THE DooR.
cprvIESSHTED
)
\20 SCAL
TYPICAL) THE WORD IS
1d t12'MIN.
Ljj
N C-t8N0
US
LOCATED DIRECTLY UNDER PICTOGRAM GOMRACIEO CALIFORNIA GRAOE2
9
BRAILLE
NEW CMD
COME
NOTE LERERS AND NUMERALS ARE
PAISE01/32'M'O ARE ACCOMPANIED BY
3
-+
_ _
"-
�f
PASTING EMU WALL,
GRADE 2 BRAILLE. CHARACTERS ARE
-
ORAWMG NO. MRSY-B
PROTELi IN RACE
MWIMlE1t 5'8'XIGMANDAMAXIMUM OF
THIGH ATTACH W RH4 STAMLESS
LATCH BIDE STEEL SCREWS.
OF WOR
r FINISH
I FLOOq
LINE
N
sc<Leov�-°-,
LOUVER DETAIL 12
scplE+u'=ra
ROOM ID 8
s
URINAL E+'=Td 4
LATO