|
<br />~
<br />
<br />II
<br />
<br />II
<br />II
<br />
<br />U) ~
<br />r-~
<br />1
<br />u~
<br />LLJ ~
<br />t ' t:-
<br />r-
<br />-
<br />
<br />J:
<br />U
<br />cL
<br />-<:r:
<br />
<br />LJ
<br />L.../l/
<br />
<br />.
<br />to
<br />I
<br />':.t-
<br />
<br />'b
<br />I
<br />Ln
<br />
<br />"-8"
<br />
<br />1'-6"
<br />
<br />.
<br />o
<br />I
<br />~~
<br />\t:;1I
<br />
<br />~
<br />\&
<br />
<br />CJ
<br />
<br />or)
<br />o
<br />N
<br />V
<br />I
<br />v
<br />o
<br />r>-
<br />or)
<br />or)
<br />
<br />.
<br />o
<br />I
<br />in
<br />
<br />z:
<br />..,0
<br />U
<br />
<br />~
<br />'\
<br />
<br />(J
<br />
<br />(J
<br />
<br />(J
<br />
<br />(J
<br />
<br />(J
<br />
<br />if)
<br />~
<br />cL
<br />0:
<br />
<br />lD
<br />
<br />= lD
<br />
<br />/4\
<br />~
<br />
<br />/2'
<br />~
<br />
<br />5'-6.
<br />
<br />o
<br />u
<br />'C
<br />o
<br />G:
<br />ri>
<br />L..
<br />:l
<br />.0
<br />III
<br />L..
<br />'"
<br />+J
<br />II
<br />0..
<br />
<br />1'-6'
<br />
<br />SIDEWALK
<br />
<br />6t-0"
<br />
<br />24'-0"
<br />
<br />6
<br />
<br />J:
<br />U
<br />
<br />-
<br />LLJ
<br />
<br />V1
<br />
<br />fT\ HANDICAP RAMP - PLAN
<br />\t:Y SCALE: 1/4. = 1'-0"
<br />
<br />zEB
<br />
<br />I
<br />-,..
<br />'b
<br />.....
<br />
<br />.c
<br />-
<br />'-
<br />o
<br />z
<br />
<br />cL
<br />LLJ
<br />~
<br />Z
<br />LLJ
<br />cL
<br />
<br />I
<br />+
<br />.
<br />to
<br />I
<br />~
<br />
<br />+J
<br />';)
<br />'"
<br />'-
<br />+J
<br />V1
<br />
<br />r- 5/8" PL YWOOO DECK
<br />,/ ~2 X 8 ..,t'/
<br />
<br />I
<br />+
<br />.
<br />00
<br />"I
<br />.....
<br />
<br />3/4" PLYWOOD ~
<br />DECKING OVER
<br />EXISTING flOOR JOISTS
<br />
<br />.c
<br />+J
<br />~
<br />
<br />[fl..c-cASTERg
<br />
<br />~
<br />o
<br /><D
<br />~
<br />
<br />4" lHK CONC. SlAB ON
<br />COMPACTED FlLL wJww
<br />REINF. AND CONTROl
<br />JOINTS AS NOTED
<br />
<br />/
<br />/
<br />
<br />6'-0"
<br />
<br />f---- BLOG
<br />EDGE
<br />
<br />5'-5"
<br />5'-0"
<br />
<br />4t-4"
<br />\ 4'-0"
<br />
<br />B'-10"
<br />
<br />FlELD VERIFY SLOPE DOES NOT EXCEED 1: 12
<br />
<br />I'"
<br />pIT
<br />?f
<br />
<br />I'
<br />V
<br />v
<br />5
<br />o
<br />u
<br /><(
<br /><(
<br />U
<br />::J
<br />
<br />1 1/2" DIA ALUM. HANDRAIL
<br />W/WHITE POWDER COAT FINISH
<br />I _~[ JC J[ J[ J[
<br />
<br />"-6"
<br />
<br />c=Jc=Jc=J
<br />
<br />]
<br />
<br />J[ J[ J[
<br />
<br />.
<br />o
<br />I
<br />~
<br />
<br />'b
<br />I
<br />~
<br />
<br />.
<br />
<br />[
<br />
<br />-
<br />
<br />r:=J
<br />
<br />-
<br />
<br />.
<br />N_
<br />
<br />.
<br />N
<br />
<br />'b
<br />I
<br />~
<br />
<br />., .':,.\" ~:~...(:~;/!/
<br />
<br />....... ....~.:..,....t~,~....~.\.. .~~ ..
<br />
<br />.,I:" 1,,,,(:,'::1,,,,.1~,\'~ ,,,~:,'''. ..~:."':'~ ,',....:.. ',.\,"'.~~ ~. r,.f~\.., --. ,...~ (. ,....~'.,)~\....:'~.... ... -:1 '_ ~':">.~;
<br />
<br />.
<br />o
<br />I
<br />N
<br />
<br />.
<br />C)
<br />I
<br />
<br />.
<br />Ol
<br />I
<br />
<br />\~'''::''''.I.\,..~''','~....\.J ,.i"",.~",/ '.~~\~,'.. ,.,.',.....~.'. (':', '
<br />
<br />'. ,.... . . ..... ... .. . ,. ;. ~ '*
<br />
<br />t'I'- \. '."" ~. I... ,oj... " ~'.. ..' .1/'..", -;l \.....,' ,
<br />
<br />-'
<br />
<br />~;.:,':'.'; ...... < .. , ,.
<br />
<br />COMPACTED FlLL
<br />
<br />COMPACTED FILL
<br />
<br />f6\ STORAGE CART DETAIL - AL Tt #8
<br />\t:Y SCALE: 1/2- = 1'-0"
<br />
<br />1'-4. lC 8. CONCRETE FOOTING W/2 15 REBAR
<br />CONTINUOUS - BOTTOM OF FOOTING 0 12" BELOW
<br />GRADE MINIMUM
<br />
<br />co
<br />::> U)
<br />..J :f
<br />(J 25
<br />>-
<br />:I:
<br />en fb
<br />, N
<br />Z LL
<br />< ~
<br />I-
<br />~~ ~~
<br />Q..J ~
<br />U. ~ :td
<br />~ i ~ 31
<br />)- Ofh
<br />,^ ffi U)~
<br />""IN Z
<br />..J ~
<br />--I 0
<br />- ~
<br />:c ~
<br />a: ~
<br />>- ~
<br />:c fb
<br />c.. N
<br />W
<br />N
<br />
<br />B" eMU w/l5 VERT. REINFORCING
<br />o 2'-0. a.C. srucco EXTERIOR
<br />AND PAINT.
<br />
<br />f2\ HANDICAP RAMP - ELEVATION/SECTION
<br />~ SCALE: 1/4" = 1'-0.
<br />
<br /><x> DOOR & FRAME SCHEDULE
<br />FRAME
<br />TYPE MAT, FN.
<br />
<br />ROOM FINISH & COLOR SCHEDULE
<br />
<br />WA IS
<br />
<br />CEilING
<br />MAT NO HGT IIMAA<S
<br />P 1, 4 lf~ ~ST ALT 16
<br />P 1 ~J ~'" AL T 16
<br />P 1 EXIST ALT 16
<br />P 1 EXIST ALT 16
<br />p 1 EXIST ALT 16
<br />P 1 EXIST ALT 16
<br />P 1 EXIST ALT 16
<br />P 1 EXIST BASE BID
<br />
<br />FLOOR
<br />MAT NO
<br />EXIST 5
<br />EXIST
<br />EXIST
<br />EXIST
<br />EXIST
<br />EXIST
<br />EXIST
<br />~T 6
<br />
<br />BASE
<br />MAT NO
<br />EXIST 1
<br />EXIST 1
<br />VtQ 1
<br />EXIST 1
<br />VtQ 1
<br />'M) 1
<br />EXIST 1
<br />'M)
<br />
<br />DOOR
<br />SIZE
<br />
<br />EXlSllNG
<br />
<br />ROOM ROOM NAME
<br />NO.
<br />101 MEETING ROOM
<br />102 STAGE
<br />103 STORAGE
<br />104 HAlL
<br />105 WOMEN'S RESTR.
<br />106 MEN'S RESTR.
<br />107 KITCHEN
<br />108 UNISEX RESTR.
<br />
<br />--
<br />
<br />TiNa
<br />
<br />Ii
<br />UAT ~
<br />P " ;5
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />GWB/? 1
<br />
<br />S ..
<br />UAT I\Jn UAT ~
<br />
<br />II
<br />~AT ~
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />~WB/p 1
<br />
<br />MANUf !t.tOOEL ,
<br />
<br />DESCRIPTION
<br />(A) 42. GRAB BAR
<br />@ 36. GRAB BAR
<br />@ PAPER TOWEL DISPENSER
<br />@ TOILET PAPER DISPENSER
<br />(E) GlASS MIRROR
<br />
<br />DOOR
<br />NO. TYPE
<br />,
<br />
<br />MOUNTING HEIGHT
<br />33" ~ TO TOP OF UNIT
<br />33" ~ TO TOP OF UNIT
<br />46" ~ TO BOTTOM Of UNIT
<br />2B" ~ TO TOP OF UNIT
<br />39" ~ TO BOTTOM EDGE
<br />
<br />z
<br />o
<br />-
<br />I-
<br /><~
<br />>1-
<br />O~
<br />Z
<br />w
<br />a:::
<br />
<br />THRESHOLD
<br />
<br />THICKNESS MAT, FIN.
<br />
<br />6"
<br />
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />GWBJp 1
<br />
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />P 1
<br />FWB/F 1
<br />
<br />2 5 PANL 3-0 x 8-8
<br />J ' PANL 3-0 lC 8-8
<br />4..j., 3-0 lC 6-8
<br />
<br />ALUM
<br />
<br />2, 4, 6
<br />2, 4, 7
<br />2, 4, 7
<br />
<br />, J/4- WI) PT - 'M) PT
<br />1 3/8- WI) PT - 'M) PT
<br />, J/8- WD PT - 'M) PT
<br />
<br />-r'r
<br />
<br />BOBRICK , B- 263
<br />BOBRICK # B- 2888
<br />BOBRICK I B-165-1830
<br />
<br />HANDRAIL SYSTEM
<br />
<br />ALUM
<br />
<br />5
<br />
<br />EXlSllNG
<br />
<br />RAMP CURB
<br />
<br />'NI
<br />
<br />6 ' PANL 3-0 x 8-8
<br />7.J, 2-0 lC 8-8
<br />
<br />2.3,5,7
<br />2. 7
<br />
<br />1 J/8" WD PT - 'M) PT
<br />, 3/8- WD PT - \'to PT
<br />
<br />ALUM
<br />
<br />"', , ,',
<br />
<br />:,',',<"",~~:,":.".:.'.':,.:"..:.':.::: ,::,~ ~
<br />................ift
<br />.......i:~'I.
<br />~ 111111 I111 IIII~
<br />~rlllllllllllllllllll~
<br />111=1111:.-1111-
<br />
<br />POURED CONC.
<br />RAMP SLAB
<br />
<br />7' -5"
<br />2'-2" 5'-2-
<br />
<br />EXIS11NG
<br />
<br />8
<br />
<br />EXlSllNG
<br />
<br />9
<br />
<br />ELECTRIC
<br />PANEL
<br />
<br />CMU STEM
<br />WALL WITH
<br />EXTERIOR STUCCO
<br />AND PAINT
<br />
<br />3
<br />3
<br />
<br />~
<br />I ",-,
<br />
<br />P '" PAlNi
<br />GY\8 .. G'1'PSUhl WAll. BOARD
<br />
<br />J'-6"
<br />
<br />~(9)
<br />
<br />I / II
<br />I' II
<br />
<br />1'-0.
<br />
<br />EXIS11NG
<br />
<br />10
<br />
<br />1. C<X..OR TO BE SEl.!ClID BY O\llNER/ARO-tITECT. EPOXY PAINT 0 R[STRC)()MS/i<lTa-l9l.
<br />2. REWOVE CARPET, REFlNISH WOOD BOARD FLOORING. ALT. 15
<br />J. SEE NOTE 1<, SiT. A-2.
<br />4. SEE NOTE G, SiT. A-2. ALT. #4
<br />5. CARPET TO BE Cl..EANED. N.. T. f6
<br />6. ARMSTRONG 1 % 12- X I ~ ltlRU COlOR.
<br />
<br />REMARKS:
<br />
<br />EXISllNG
<br />EXlSllNG
<br />EXISllNG
<br />
<br />11
<br />12
<br />13
<br />
<br />-
<br />..,.
<br />
<br />'-
<br />
<br />g)"- ,,....,.
<br />,.0.
<br />
<br />i:.,....
<br />l
<br />
<br />to
<br />I
<br />
<br />..... .
<br />o
<br />I
<br />KV .~
<br />
<br />EXlSllNG
<br />
<br />f4\ RAMP CURB DETAIL
<br />~ SCALE: 1" = 1'-0.
<br />
<br />14
<br />
<br />.
<br />o
<br />I
<br />Ln
<br />
<br />MASONRY NOTES
<br />
<br />"'..',~~~
<br />.... ...
<br />""','~~ /'
<br />
<br />> .......... Li~UP \~~~ >
<br />.....,','....' , CJ: ~'-<6 ]"1._
<br />,'..'. .,..'"LJ E
<br />.. . ,......
<br />:::: ~
<br />" "-
<br />"
<br />
<br />1. lHE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA MUST NOT BE LESS lHAN 2. lC 3" &c MORTaR FlNS
<br />MUST BE REMO\tID BEfORE GROUTING.
<br />2. MORTAR DROPPINGS MUS~ Bf. REMOVED BEFORE GROUTING. CLEAN HOlES MUST BE PROVIDED IF GROUTING
<br />IS DONE IN MORE lHAN 4 -B UFTS.
<br />3. GROUT TO BE DEPOSITED BY PUMP OF CONCRETE BUCKET AND GROUT TO BE PUDDLED OR RODDED TO
<br />INSURE lHAT CElLS ARE PROPERLY FILLED.
<br />4. RElNFORONG STEEL - A615-60 (5-1) BAR LAP = 41 x BAR DIAMETER. QUANTIlY AND BARE SIZE PER PLAN.
<br />
<br />PROJECT NO.: 0204
<br />
<br />DATE: 8-25-02
<br />DRAWN BY: DJO, KAY
<br />REVISIONS: 1-15-03
<br />
<br />'- () \;U
<br />
<br />J
<br />01" If;' O~
<br />
<br />.
<br />C)
<br />I
<br />i:n
<br />
<br />.
<br />Ql
<br />I
<br />
<br />\. FLOOR 5URFACE AT BOTH SIDE5 OF All DOORS AND OPENINc,s 5HAll BE LEVEL TYP.
<br />2. DOORS TO HAVE ADA COMPll NH HARDWARE t ACCE55 OR I ES.
<br />3. DOORS TO BE UNDERClJT 3/1'.
<br />1. FRAMES TO BE ENLARCd:D TO F IT HIe DOORS.
<br />5. METAL TRANSITION THRESHOlD AT EDGE. or VINYL.
<br />8. SCH.ACE HEAVY DUlY MORllSE LOCK - L SERIES YI1lH SAllJRN lRIM, STANLEY F179 - BB HINGES
<br />7. sa-uCE STANDARD DUlY cot.IMERCIAl. CYWNDER LOCK - Ii. SERIES Vt1ltl SAllJRN l.EVER HANDLES. STANLEY FH9 - BB HINGES.
<br />
<br />REMARKS:
<br />
<br />I.{)
<br />u
<br />o
<br />.f
<br /><(
<br />1"1
<br /><(
<br />v-
<br />o
<br />N
<br />o
<br />/
<br />o
<br />U
<br />I.{)
<br />..-
<br />
<br />REMOVE EXISTING ASPHALT
<br />ROFING AND INSTALL NEW
<br />ASPHAL T SHINGLES AND
<br />UNDERLA YMENT.
<br />
<br />.
<br />lD
<br />,
<br />N
<br />
<br />MIN. 25 GA.
<br />METAL OR WOOD
<br />SruD W /
<br />5/8" GYA3 BOlH
<br />SIDE FLOOR TO
<br />CEIUNG
<br />
<br />-
<br />
<br />L
<br />
<br />.
<br />lD
<br />
<br />0)
<br />~
<br />
<br />@
<br />
<br />CONCRETE
<br />
<br />I
<br />..-
<br />o
<br />I
<br />1"1
<br />o
<br />o
<br />N
<br />/
<br />n
<br />::J
<br />(3
<br />
<br />ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTIi Of: JOOO PSI (TYPE A)
<br />WORK TO BE IN ACCORDANCE TO ACI 318-83
<br />CURING SHALL BEGIN IMMEDIATELY AFTER FINAL FlNISHING OPERATIONS
<br />
<br />- J'-O"
<br />
<br />SEE DOOR SCHEDULE
<br />1 r
<br />D~
<br />~
<br />D~
<br />
<br />SEE DOOR SCHEDULE
<br />1 r
<br />~.. J
<br />~ ~
<br />If -II
<br />~ I
<br />~ ~
<br />
<br />EXISTING RAFTER
<br />
<br />5'-4" J'-D"
<br />
<br />W
<br />...J
<br />::>
<br />o
<br />w
<br />::c
<br />(,)
<br />en
<br />~
<br />o
<br />o
<br />o
<br />w
<br />w
<br />en
<br />
<br />REMOVE AND REPLACE
<br />TWO ROWS WOOD DECK
<br />A T BOTH EVES. MATCH
<br />WOOD PATTERN.
<br />
<br />INST ALL ALUM DRIP EDGE
<br />A T BOTH EVES,
<br />
<br />REINFORCING STEEL
<br />
<br />SHEET llTLE:
<br />DETAilS, SECTIONS
<br />AND SCHEDULES
<br />
<br />Vl
<br />C
<br />o
<br />E
<br />o
<br />3:
<br />
<br />REBAR GRADE - AS1S-60 (S-1)
<br />CONCRETE CO\{R OVER REBAR 0 FOUNDAllON:
<br />- 3- WHERE CONCRETE IS CAST AGAINST SOIL
<br />- 2' AT FORMED EDCES NEXT TO SOIL
<br />- 2" OVER TOP STEEL
<br />
<br />Vl
<br />
<br />N
<br />EB
<br />
<br />f3\ TOILET ROOM-ENLARGED PLAN
<br />~ SCALE: 1/4" = 1'-0"
<br />
<br />.c
<br />~
<br />.c::2
<br />@-o..
<br />Nf"
<br />v-n
<br />o ..
<br />Nn
<br />On
<br />/0
<br />NO
<br />ON
<br />0..........
<br />N..-
<br />/N
<br />............
<br />I..-
<br />
<br />SHEET NO.:
<br />
<br />2 PANEL
<br />
<br />5 PANEL
<br />
<br />f5\
<br />\t:Y
<br />
<br />ROOF EVE DETAIL (AL T #1)
<br />SCALE: 1-1/2" = 1'-0.
<br />
<br />A-3
<br />
<br />3 OF 6 SHEETS
<br />
|