HomeMy WebLinkAbout10148361.pdfN ,TE-
, Ann of renovaoon, structural `nand additions to
cendas . p .are required to mod the same accessibility
davidarkk as for new -construction, projects. in addition, an
accesible path of tinvel from that anumace to the area of reniode4,
and accessible re fountains, and public telephones
serving the am otramodd must be providirA
11 When allagica, shostival'repsk or .ad6jons are made to existing
buiWings or comply with all provisions
for Now Building; ' Thew requirements shall apply to only
the area of specific situation, structural repair or addition.
Furthermore, the requirements for New Buildings standards shall include
the following .
a. A primary entrance to the building or facility and the primaryy path
Of travel to the specirw area of alteration, structural repair or
addition.
AND
b. The saustary ficilities, drinking, fountains and public telephones
Isaving the.ana ofakerstion, structural repair or addition must fully
Iftbe cast otprovidinS all the accessible features mentioned in Item No.
2 abaiie exaw4 by the cost ofthe project without those
1, feavow, an le hudsW may be created. In choosing which
aocessible f to provide, priority should be given to those elements
r than will pralvide the greatest access, in the following order:
a. An accessible en ce;
b An accessible torte of travel to the altered area;
c. At least one able for each sex;
d Accessibk public telephones,
e. Accessible drinking fountains;
t Other lee elements such as parking, storage, and alarms.
4, In alteration projects involving certain types of privately funded multi
staay buildings and facilities previously approved and built without
elervators, areas requiring compliance above anti below the ground floor
are subject to the 20% disproportionality proyisions described in Item
No. 3 above (even if the value of the project exceeds the unreasonable
hardship ° n)-
The types of builds and facilities we:
a, Office buildings and passanger vehicle service stations of three
stories or more and 3,000 square feet or more per floor.
b. Offices of physicians and surgeons.
c Shopping
d. Other buildings and facilities three stories or more and more than
3,000 square feet per floor if a reasonable portion of services
sought and used by the public is available on the accessible level.
1 Buildings that have beam remodeled to provide Mwific sanitary facilities
sudAor slavalors for the public use that conform to Title 24 shall have
this Wermatioii posted in the building lobby, preferably as part of the
building directory.
6s, In exiistmg salw &oil#= checkstands shall comply with the requirements
Of Section
?4 A 3- toilet seat shall be permitted where the existing waver
closet is less than 15 inches high.
00TE: as deflood4s "a continuous and unobstructed m' ors of
to a public way sad. shall include - intervening aisles, doors,
conidots, exteriorexitbalconia, ramps, stairways,
smokerprea enclosures, horizontal exits, exit passageways, exit
courts� and »•
NOTE: b1 C.NU as definW is "airy street, alley or similw parcel of land
the ground to the sky which is
deeded, dedicated, or o6erwise germane a aced to the
public for public use- and having a cleat width of not less than 10
feet.
NOTE: For the purposes of Title 24, the use of the term EJW W2r in
section to all doom that provide access, • that is,
entrances, passage doors, etc.
1. All entruices and all exterior ground floor exit doors to buildings and
facilitiesshallbe to disabilities.
2• Elevators or escalators 4l net be arc a required exit.
3. Revolving doors shall not be as a rapdred entrance for persons with
diaabili#iea, '
4. During periods bf partial or rawi4ed we of a building or facility, the
entroaces used for primary access shall be accessible to and usable by
persons with disabilities.
5. Rasesodoormats shall be adequately anchored to preyint interference
with wheelchair ;
6. All Sates, ineluding ticket ptes, shall meet -"all le accessibility
specifications of
7.' . Every reed axial 4awway'v ch is located w' hies an accessible path
of travel shag be of* sums as to'peermit the insia l lags of a door not las
thaaai'3' in width and not es 6'.g" in height.
8... , The door gs in a vestibule, serving
other a required ' slainvn. shellprovide a nuimmium, of 48" of
--clear space km asnlr dyeropening into such vestibule when the door is
positioned at an angle off degrees from its closed position. Doors in
a same direction or away from the space
between the doom-.,
edso clearance.
511E �SFT1ltAVEI. __ .
NOTE: AgoessibIl BgWg of Travel is defined as "a continuous
imobstrisded path counectuig all 'ble elements and spaces in
an acces4ble building or facility can be negotiated by a pawn
with a seven disability using a chair and than is also safe for
and usable by persons with otherdisabilities"
: ` 'ties"
1. Site development and grading shall be dtsiped to provide access to all
entrarices; and exterior &mind floor WK and accus to normal of
travel, and when- necessary to provide access, shall incorporate
pedestrian ramps. curb ramps. etc-
;2. When move than one building or facility is located on a site, amble
routes of travel shall be provided between buildings and accessible site,
3. The accessible route of travel shall 3 be the most practical direct route
between accessible building esntraaces, aaccessibte site facilities, and tho
accessible entrance to the site.
4. At least one accessible route within the boundary of the site shall be
provided public transportation stops, accessible parking and
accessilgo passengerloading zones, andpublicstrects or ' . to the
' ' g entrance they serve. The accessible route shall, to the'
maximuln extent resale, coincide with the route for the general public
5. When a building or portion of a building is required to be w4essible or
adaptable, an 'ble route oftravel 'sbsll be provided to all portiow
of "tire building, to accessible building entrances, and between the
building the public way,
6. At least one accessible route shall connect the following:
a. Accessible buildings, facilities, elements and spaces that are on the
skme site,
b. Accessible building or facility entrances with all accessible spaces
'And elements and with all accessible dwelling the
building, or facility.
7. An accessible st least one accessible entruice of
accessible g unit with those 4xiftior and intenor'spaces and
&cMW thatsom the accessible dwelling
8.. ,Vibm more dm me route of travel is provided, all routes shall be
le• �:. '
NOTE: Each lot or puking structure where parking is provided for U
public as c guesis or employees, provide accessib
puking
Accessible parking spaces serving a particula.: building be
on the shortest accessible route of travel from adjacent parking to as
accessible entrance (as pear as practical to an accessible entrance) .
Each puking space reserved for persons with disabilities shall be
identified by a refiectorized sips permanently posted immediately
adjacent to and visible fiom each stall or space, clarnsistin of a file „.
view of a wheelchair with occupant in white cd.
The sign shall not be smaller than 70 square in in
a path of travel, shall be posted at a minrmurri? �
bottom of the sign to the parking space finished :. '� grade.
ell
Signs to identify accessible parking spaces may' also T?c seal`nh°:
wall at the ,interior end of the puking space at a maniminil ightioneto a
from the parking space finished grade, ground or srlevtralii
: , ,:Fad ;$ m th
Van accessible parkingSPAC400 shall have all addita
Accessible" mounted Mow the symbol of accessabsiy
An additional sign shall also be posted, in a conspicuous place, at each
entrance to off-street puking facilities, or immediately adjacent to and
visible from each stall or space. The sign shall be not�,dilr by
22" in size with latering not less than l" in height, which clearly and
conspicuously states the following: I ,_A
"Unauthorized vehicles puked in designaw& accessible spaces not
displaying distinguishing placar& or license plates issued_ --
with disabilities may be towed away at ownces expense. Towed vehicles
may be reclaimed at or by telephoning
"
NOTE: Blank spaces an to be filled in with appropriate information
as a permanent Pot of the sign.
Tlie-surface of each accesale, parking space: or stall shall have a surface
identification duplicating
a,
By g or painting the stall or space in blue and outlining o
the ground in the ' or space in white or Fuitable, conlrastin
colova prome view g a wheelchair with occupant;
OR
b. By outlining aProfileview of a wheelchair with occupant in whit
on blue backgroun& The profile view shall be located so that it ,
visible to a traff enforcement offtrnar when a vehicle is proper/
ALES &
Walks and sidewalks shall have.,ii. continuous common v
interrupted by steps or by abrupt changes in level exceeding
Walks and sidewalks shall be 48" minimum in width.
When changers in level not exceeding U2" occur, they shag
with a slope no greater than 1:2, except that level changes not
1/4" may be vertical.
Abrupt changes in level along any accessible route exceedijk
comply with the requirements ° for curb ramps.
Walk and sidewalk surfaces shall be shp-resistaut as foilo
a. Surfaces with a slope of las than 6% gradient shall b
_. si ►_ ?__� ..._ 4-._scribed as a medium salted fa
b. Surthcses with a awe of 6% or gneur gradient sh
resistant
S
61 When the slope _ . in the direction- of travel of any walkexcu
to 20 horizontal,' at shall emply..' provisions of 3e
a pedestrian
Walk and surface crow slopes shall not exceed
All wolks wilh contimious gradients shall have level area
length at ' ale Of- at least every 40(Y.
Walks shall be pmvided with a level ana slat lens 6(
door or S1110 dw swings toward the walls, and not las thaai
W deep at a door or gate that swings away fivin the
" 40. Lever area Of w extend 24 to the side of the astt
{ door Of Sale 111A VvVings toward the walk.
# 1, Wks, $WWWks, ad pdftM waysbe to of VW
ponibl
e• Fear Vatimp located in the surface of any of t k
OPMiOP in Vatinp AM be limited to Ill" in the threes
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,GRADNG
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND,SITE CONDITIONS BEFORE STARTING WORK. THE
DESIGNER OR ENGINEER SHALL BE NOTIFIED OF ANY
DESCREPANCY.
2. THE STAMPED SET OF PLANS AND SPECIFICATIONS SHALL BE
KEPT ON THE JOB SITE AND SHALL BE AVAILABLE TO, ALL
AUTHORIZED REPRESENTATIVES OF ALL GOVERNING
JURISDICTIONS (CITY, COUNTY, STATE ETC.) THERE SHALL
BE NO DEVIATION FROM THE STAMPED PLANS AND SPECS
WITHOUT OFFICIAL APPROVAL FROM DESIGNER/ENGINEER,
3. WRITTEN DEMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DEMENSIONS. TYPICAL DETAILS AND GENERAL NOTES ARE
MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE
NOT SHOWN OTHERWISE.
4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO
DETAILS ARE SHOWN. CONSTRUCTION SHALL CONFORM TO
SIMILAR WORK ON PROJECT.
5. ALL MATERIALS AND WORK SHALL CONFORM TO THE MINIMUM
STANDARDS OF THE EDITION OF THE BUILDING
CODE, AND ANY OTHER REGULATING AGENCIES. IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY ALL APPLICABLE
GOVERNING AGENCIES WHICH HAVE JURISDICTION.
6. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING,
SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN
CONSIDERED BY THE DESIGNER OR STRUCTURAL ENGINEER.
THE CONTRACTOR ID RESPONSIBLE FOR THE STABILITY OF T iE
STRUCTURE PRIOR TO THE APLICATIONOF ALL SHEAR WALL,
ROOF AND FLOOR DIAPHRAMS, AND FINISH MATERIALS. HE
SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE
STABILITY PRIOR TO THE APPLICATION OF THE
AFORMENTIONED MATERIALS, OBSERVATION VISITS TO THE
SITE BY THE DESIGNER OR STRUCTURAL ENGINEER SHALL NOT
INCLUDE INSPECTION OF THE ABOVE ITEMS.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON
OR NOT,'AND TO PROTECT THEM FROM DAMAGE. THE
CONTRACTOR SHALL BEAR ALL EXPENSE OF THE REPAIR OR
REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THE
WORK.
8. WHERE PUBLIC UTILITY LINES OR EQUIPMENT MUST BE
REMOVED AND/OR RELOCATED, OBTAIN THE NECESSARY
APPROVALS FROM WATER AND POWER DEPARTMENT PRIOR TO
STARTING WORK.
9. CONSTRUCTION SAFETY PROVISIONS IN ACCORDANCE WITH
THE CITY BUILDING CODE SHALL BE PROVIDED AND APPROVED
BY THE BUILDING INSPECTOR PRIOR TO STARTING ANY WORK
BT ON THE BUILDING. PERMITS FOR PROTECTIVE FENCES AND/OR
0 CANOPIES CONSTRUCTED ON PUBLIC PROPERTY MUST BE
FLOOD ZON
FLOOD ZONE CERTIF. rt YES N
MICROFILMYES NO
10 2
�. RADIANT BARRIER YES N
RESIDENTIAL D. FEE ( YES Nt3
1 15_ SCHOOL DISTRICT
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OBTAINED FROM PUBLIC WORKS DEPT AND/OR BUILDING DEPT
PRIOR TO STARTING CONSTRUCTION,
10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE
DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE
SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT
ATTAINED DESIGN STRENGTH.
11. REMOVE FROM THE SITE ALL DEBRIS, LEAVING THE SITE IN A
BROOM CLEAN CONDITION (SEE GENERAL CONTRACT FOR
FREQUENCY)..
2, A SEPARATE PERMIT SHALL BE SECURED FOR ALL NECESSARY
ELECTRICAL, PLUMBING AND HEATING -VENTILATION WORK.
ful to make any changes or i
written permission ft
f
s
City of Santa Aria, I ptance of this plan and specifications SH
to permit nor be anapproval of the viclatio R
of ANY City Ordinance or State Law.
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MAY 2
PR0
City of
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2. j1.TE teRK
A. ALL SITE WORK. SM NG, CUTTING, FILLINGv COMPACTION* ETC., SMALL CONFORM
WITH THE RECOMMENDATIONS OF THE SOILS REPORT PROVIDED BY T14E OWNER. ANY
DEVIATION FROM THOSE RECONNENDATIONS ARE THE SOLE RESPONSIBILITY OF THE
COITOR.
S. SCOPE.
-TOE CONTRACTOR SMALL TAKE ALL NECESSARY 14EASMIS TO FULLY PROTECT AOJA-
CENT PROPERTIES.
2. THE WORK CONSIST$ OF FURNISMiNG ALL LASOI EQUIPMENT, MATERIALS, AND
PERF0104ING ALL OPERATIONS NECESSARY FOR ALL EARTNWDRK, INCLUDING Sf-
CURINGG AND PAYING FOR THE GRADING PEANtT. THIS CONTRACTOR SHALL BE
RESPONSIBLE FOR T14E ACCURACY OF ALL WORK.
C. EXCAVATIONS:
1. EAC VATIONS FOR FOOTINGS SMALL BE 14AOE TO THE WIDTH, LENGTH, AND DEPTH
RE IAEO. FINISH WITH LEVEL BOTTOMS.
2. EXCAVATIONS SMALL BE KEPT FREE OF STANDING WATER.
3. WHERE EXCAVATIONS ARE 14ADE TO DEPTH GREATER THAN INDICATED* SUCH AODI
TIONAL DEPTH SMALL BE FILLED WITH CONCRETE AS SPECIFIED FOR FOOTINGS.
4. REMOVE SOFT AND SPONGY AREA AND FILL WITH WELL COMPACTED SOLID MATERIAL.
5 L TEMPORARY $HMING REQUIRED FOR EXCAVATIONS OVER 6 -0" DEEP.
0. FILL AND SACKFILL:
!rVALL BACKf ILL OWN TRENCHES UNLESS DIRECTED OTHERWISE.
2. FILL 14ATERIALS SHALL BE FREE FRO14 DEBRIS,,VEGETASLE 14ATTER AND OTHER
FOREIGN SUOSTAKES.
3. SACKFILLING FOR TRENCHES SMALL BE COMPACTED AS SPECIFIED IN SOILS
REPORT.
4. BACKfILL FOR PIPE TRENCHES S14ALL BE COMPACTED ON BOTH SIDES OF PIPE IN
6 INCH LAYERS.
E. GEfff!LL MIN M 'MIMU:
1. SEE CIVIL ENGINEERING DRAWINGS AND NOTES.
tFY
4. MASONRY
A. MORTAR: UK TABLE NO. 21 A OR "FHA" TAKE 7-1 IF APPLICABLE. TYPE *S" MIX:
1 YW P.C.: 1/4-1/2 PART LIMEt 2-1/4 TO 3 PARTS DAMP LOOSE AGGREGATE.
B - GROUT: USC 21030 (s) MIX: I PART P.C.: 1/10 PART LINE: 2 3 PARTS'SA*O
XW 2 PARTS PEA GRAVEL.
C. FIRE ICK MORTAR: REFACTORY MORTAR.
0. 1 UP-IKSIONATION 24-1-64, THRU 24-26-64.
1. CLAY tICK: ASTIN C-62.
2. FACING $RICK: ASTM C-216.
3. SAND LINE SRICK: ASTM C-73.
4. FIRE MCK: ASTM C-106 or FS HH-R-Itl.
5. BRICK 6 W ES: USE S.W. 0 EXTERIOR, OR N.W. 0 INTERIOR.
6. CONCRETE BRICKS: AST14 C-55.
7. CONCOWRETE MASONRY
HOLLUNITS C-90. GRADE A, SOL 10 UNITS C- 145, A.
8. CAST STOGRADENE: FS SS-S-721.
9. CLAY TILE FLU LINING: AST14 C-215.
10. SAND: ASTM C-270.
III PORTLAND CEMENT: AST14 C-ISO OR FS SSC-192.
12. HYDRATED LINE,- AST14 C-207, TYPE S.
13. QUICK LIME: AST14 C-5, FOR PLANT 141X ONLY.
14. AIR -ENTRAINED PORTLAND CEMENT- AST14 C-175, FS SSC-192, 20% VOLUME
MAXIMUM.
15. AIGGREGATES: AST14 C-144.
16. WATER: DOMESTIC.
17. REINFORCING STEEL: SAME AS FOR CONCRETE.
16. VENEER TILES: UK C14APTER 30.
19. MASONRY VENEER:, SEE ELEVATIONS.
E. REINFORCING: ALL REINFORCING SHALL SE ACCURATELY PLACEV PRIOR TO GROUTING
AM HELP PLACE TOP AIM BOTTOM AND AT INTERVALS NOT EXCEEDING 192 80
DIAMETERS.
F.
1. WORK SHALL BE PLUMB, LEVEL AND TRUE TO LINE.
2. ALL MASONRY WORK $HALL BE LAID IN CONMIDN BONDI U.I.N.
3. JOINTS: FLUSH. EXCEPT AS NOTED.
G. RETAINING WALL$:
I. FULL NEI, O� RETAINING SHALL BE HOT MDPPEO ON EART14 SIDE.
5. ORNAMENTAL & 141SCELLAKQOS METAL
A. SCOPE: FURNISH ALL 14ETAL SUPPORTS, ANGLES, PLATES, ATTACHMENTS, BOLTS, LAI'
WETS, SATES, RAILINGS, W-LDIRGS, S140P PRI14ING AND INCLUDE INSTALLATION
t
AS REQUIRED TO COMPLETE WORK.
S. WORK BY OTHERS: ALL $LOCKING TO RECEIVE ATTACHMENTS SMALL BE PROVIDED UNDER
IWMH CA ENTRY.
C. WELDS: WELDS SHALL RE GROUND SMOOTH ALL WtLO SPLATTER REMOVED AND S14ALL
0
MD WITH THE SPECIFICATIONS OF T14E "AMERICAN WELDING SOCIETY .
0. MATERIAL$-. SEE DRAWINGS FOR SIZES, MATERIAL AND ATTACHMENTS. FABRICATOR
TU PROVIDE SHOP DRAWINGS FOR STAIR O D ANALL EXPOSED WORK FOR APPROIRIOR
T
TAOLt 140.2-S iqftE
CONNECTION NA I L IN
JOIST TO SILL OR 4140ERo TOE NAIL
3-84
$RIDGING TO JOIST, TOE, RAIL EACH ENO
?-ad
SUIR (A LESS TO EACH JOIST. FACE MAIL
2-ad
WIDERSUPLOOR TO EACH JOISTo FACE MAIL
3-ed
7* SUBFLOOR TO JOIST OR GIROI BLIND AND FACE NAIL
2_16d
SOLE PLATE TO JOIST OR BLOCKING, FACE RAIL
16d at 16 O/C
TOP PLATE TO STUD, ENO MAIL
Z-16d
STUD TO SOL t PLATE
4-8d toe nail or
2-16di end nail
DOUBLED STUDS, FACE RAIL
l64 at Z4" O/C
DOUBLED TOP PLATES, FACE MAIL
l6d at 161, O/C
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2-16d
CONTINUOUS HEADER, TWO PIECES
16d at 16" O/C
along each edge
CEILING JOIStS TO PLATE, TOE 14AIL
3-8d
CONTINUOUS HEADER TO STUD, TOE NAIL
4-8d
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
3-16d
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3-16d
RAFTER TO PLATE. TOE NAIL
3-8d
10 BRACE TO EACH STUD A140 PLATE, FACE MAIL
2-ad
I" X 8* SHEATHING OR LESS TO EACH REARING, FACE NAIL
2_9d
WIDER T14AN 14 X 8" SHEATHING TO EACH SEARING, FACE NAIL
3-8d
BUILT-UP CORNER STUDS
16d at 24" O/C
BUILT-UP GIRDER AND BEA14S
20d at 32" O/C at top
and bottom and staggered
2-20d at ends and at each splice
2" PLANKS
2-16d at each bearing
6C CABINET$
A. SCOPE: FURNISH Aft INSTALL ALL CABINET WORK .-OMPLETE.
B. jt't_ARO$:
1. ALL NATURAL FINISH CABINETS SHALL MEET THE REQUIREMENTS OF
CALIFORNIA ASSOCIATION OF CABINET MANUFACTURERV STANDARD GRADE', UNLESS
NOTED OfRERWISE.
ALL PAINT FINISH CABINETS SHALL 14EtT THE REQUIREMENTS -OF
CALIFORNIA ASSOCIATION Of CABINET MANUFAC JAERS' STAIII)ARVARA81
C. MATERIALS, AND Of,
1. KITC X L#eX4 NATURAL FINISHs SQUARE LIP, UNLESS NOTED OTMERWfSE4
2. OATHS: PAINT SQUARE LIP, UNLESS NOTED OTHERWISE.,
3. LIKEN AND 604ii6RAGE CABINETS: PAINT GRADE SQUARE LIP, UNLESS
NOTED OTHERWISE.
4. VERIFY APPL IANCE SIZE WITH OWNER AND SUPPLIER-.
0. WORKMANSHIP:
1. ALL JUINT5 5MALL BE TIGHT.ANO TRUE AND SECURELY FASTENED. CORNERS SMALL
BE MITERED. BUTTED* OR COPED, NAIL$ SET, AND SURFACES FREE OF TOOL PARKS.
2. USE CONCEALED FASTENINGS WHERE POSSIBLE.
3. ALL CABINET WORK SCHEDULED FOR PAINT OR STAIN FINISH SHALL Of S1400THLY
DRESSED AND SANDED.
4. INSTALL ALL WORK LEVEL, PLUMB AND TRUE. SCRIBE MEMBERS ACCURATELY IN
PLACE TO FIT ADJOINING SURFACES.
S. CABINETS SCHEDULES FOR PAINT FINISHES S14ALL BE PRIMED AND RBACK-
PIOD R TO INSTALLATIONo
6. KYWOOAND PARTICLE BOARD SHALL Of HARDWOOPAINTED
D EDGE BA14DED ON ALL EXPOSED
EDGES.
E. HARDWARE: SMALL BE SELECTED BY OWNER.
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