|
R
<br />P
<br />0
<br />0
<br />E
<br />N
<br />M
<br />L
<br />K
<br />J
<br />H
<br />G
<br />F
<br />0 E
<br />C
<br />E
<br />B
<br />A
<br />M
<br />I -;Al T-111IT'n I Fllllll!,� PI!, III prpl I 11mi"fir" Imil 11141 wilill, I,' 1 11 IVI Q11IjIjlJj1 022.1l IJjj;f 11 11j,l: I 1 1,
<br />Z 3 4 6 7 0 6 0 9 12 0 13 0 14 0 15
<br />16 17 18 i9 20
<br />13 3/41 KEYNOTE LEGEND
<br />101 �2 00,401
<br />Ill _.- __ I I L5 0152 00A01
<br />P14
<br />242
<br />24
<br />'NA 3 11 I-S 03 05 05AO1 underslab vapor barrier
<br />X// 5 01 (02 00A01 0305051501 seam tape
<br />IM
<br />FE, 01 (02 00pol 05 50 00A01 steel angle
<br />3.311)
<br />1 05 50 OO.COI steel ladder
<br />01 (02 00.Mol \624:V
<br />_r-T-77 05 50 OO.CO2 steel flat bar side rail with
<br />holes to receive rungs
<br />SEE CEILING
<br />4242,J
<br />11-41
<br />PLAN
<br />..... ..... .. .. 05 50 OO.CO3 steel round bar rung
<br />05 50 00.004 steel flat bar wall bracket
<br />V 3RD LEVEL DLEVEL A
<br />EXISTING
<br />0 �0 �16 M2�00 M �01
<br />016
<br />X\
<br />>�/ . / 3.104
<br />05 50 OO.CO5 steel angle floor bracket
<br />3.431
<br />05 50 OOFOI metal plank grating
<br />EXISTING 3.104
<br />. . ....... ELEVATOR HOIST P
<br />LU
<br />142010.502 05 50 00.G0I expansion anchor
<br />I I T4
<br />. . ............
<br />5EAM
<br />ILI 11 0111 13AOI bentonite Panel
<br />JA 20 10001
<br />3,311
<br />TYPE 1K
<br />CORRIDOR
<br />111/4
<br />ELEVATOR
<br />AR Airl
<br />7
<br />i"i
<br />I;Q,
<br />I
<br />waterproofing
<br />U
<br />10 1
<br />01 11 13F03 sealant tape
<br />311
<br />41311
<br />0111 13,G02 water soluble tubing filled
<br />0162 OOMOI
<br />with active granular material
<br />CD
<br />0111 13.HO1 waterstop
<br />0111 13�01 mechanical fastener
<br />4�
<br />01620
<br />015200,401 modified bituminous roofing
<br />0162 OO.AOI metal coping
<br />0
<br />OjL 124
<br />Ak� 12 4
<br />0162 OO.MOI metal downspout
<br />�W LtYtL
<br />--r dNL) Lt:Yt:L
<br />01 62 OO.PO1 metal gutter
<br />1/4, 1,-Ill 01 (02 00,1001 0
<br />01 62 00.Q02 precast concrete splash
<br />L5
<br />pads
<br />EXISTING 3,102
<br />142010.502 h�clraullc service elevator
<br />EXISTING
<br />H1 ELEVATOR HEAD DETAIL 0152 OOAOI
<br />Hl
<br />14 20 I0.00l elevator door
<br />N
<br />14 20 10.001
<br />A
<br />-011
<br />311 elevator cab
<br />I q
<br />ELEVATOR TYPE 1K
<br />3,101 50 00,C01
<br />3.311 CAB SIDE
<br />EXISTING
<br />EXISTING
<br />77
<br />1.01
<br />112 112
<br />IST LEVEL Ll IST LE VE L
<br />J,
<br />01 1113 01
<br />:1 Ll
<br />- ------ . . .......
<br />SLA5 LEVEL
<br />L
<br />(P SLA5 LEVEL
<br />rA 5"1
<br />GENERAL NOTES
<br />— — — — -- — — — — — — —
<br />7
<br />W
<br />%%-00
<br />1 1.301 align L
<br />L5 ELEVATOR SECTION L10 ELEVATOR SECTION L14 ELEVATOR PLAN 3RD LEVEL 3,051 concrete foundation
<br />3,101 concrete slab on grade
<br />7L:f —==
<br />-011 -019 3,102 concrete floor slab
<br />1/411 -011
<br />1/411 1/4" N
<br />3,104 concrete roof slab
<br />LOBBY SIDE 3,161 c.lp. concrete elevator pit
<br />L10 3.1(0(0 c1p. concrete sump pit
<br />concrete masonr� unit K
<br />3.431 steel beam
<br />3,818 g rout
<br />11-13/4'
<br />K1 ELEVATOR DOOR JAMB 03 05 05.AOI 5, - (o 1/2, 1 11:10 I/A.1
<br />TOP SHEET 3,101 *UGH OPENINGI
<br />311 11-011
<br />14 20 1O.001 . ........
<br />_10
<br />ON
<br />sm
<br />gii, WR, 0,
<br />oil,
<br />14 20 IO.DOI
<br />IN r 1""
<br />N % 11- N8
<br />3.311
<br />M
<br />ON
<br />RE
<br />M
<br />Bit
<br />ELEV,
<br />,s
<br />.......... .................... ..... .
<br />N
<br />RK R �,-P'11,
<br />in,lffi
<br />BR
<br />_0
<br />"M
<br />(01 MIN. MM M, I
<br />"M
<br />------------ 0111 13.HOI
<br />H
<br />1�301 0`1 "W"
<br />!"IE 1,1111-111-
<br />N.,ma�o�
<br />z 1,1111, 11,101 P-111, lm���gIgigg 0919
<br />- ---- -- TI
<br />PIZ OMNI
<br />"S Ing
<br />ng" I N] all
<br />FINISHED
<br />Bull
<br />? FLOOR ELEVATION
<br />F03 05
<br />5,401
<br />SEE FINISH SCHEDULE
<br />mg
<br />"Pr"I llt 4"
<br />z RE
<br />5ASE SHEET
<br />ppv,.=,
<br />F 011113
<br />1110N
<br />G
<br />gg
<br />NOD
<br />SEAL
<br />_j
<br />R
<br />MIN
<br />N1
<br />WRIOWAJ PP.
<br />iN
<br />011
<br />IN
<br />113
<br />A c*;
<br />U�R,
<br />M
<br />R R
<br />0,
<br />VR 16 0, 7 3
<br />F1 SECTION DETAIL F5 SECTION DETAIL F10 SECTION DETAIL F14 ELEVATOR PLAN - 2ND LEVEL
<br />3" 11-011 1 311 11-011 3" 11-011 1/411 11-011 FLoRiDA HosPITAL
<br />ELEVATOR SUMP PIT Zephyrhills
<br />E
<br />3/4, 5 3/4, 3,- 5 3/4,
<br />ED EXPANSION & ORTHO
<br />LIO 410 RENOVATION
<br />—AV A311
<br />3.311
<br />>
<br />05 50 OO.CO4]
<br />)D 01
<br />FT�
<br />ISBN!
<br />3/8, x 2 1/2,
<br /><
<br />MIRMR& D
<br />r�N I
<br />SE SUMP PUMP MANUFACT. RE T
<br />< a t
<br />ns-,
<br />s
<br />3.311
<br />gl, -N
<br />OaN
<br />0111 13,H01
<br />D5
<br />> . . .. ..
<br />z
<br />MILILLLM Huntun
<br />;h .502
<br />7 7
<br />MIN',
<br />SEE SECTION I �L 1111-70 1 K `5 _1
<br />1/2, x 2 1/2, I'm Q ELEV,
<br />L5
<br />(P
<br />I -ON 05 50 00A01
<br />IOEI
<br />2
<br />100 DATE SUBMISSION N
<br />ELEV.
<br />01111
<br />MACH,
<br />Fir,
<br />ROOM
<br />g ng, 0550 105 50 210 7r,01 F
<br />mg -
<br />04.15.16 CONSTRUCTION DOCUMENTS
<br />z
<br />RIN
<br />08,04,16 CCD NO, 1 2
<br />ii�'moap
<br />0,
<br />""M
<br />Col
<br />1420
<br />IL_'N VNI
<br />q',
<br />wo pgi; r
<br />18T LEVEL 1/6
<br />11 In"111
<br />1 011113,401
<br />ng�,,F 5R, g"a
<br />F
<br />LU
<br />IN'
<br />r
<br />3.1(01
<br />LU IA
<br />Ilk .....
<br />R_gi �1 -M-Mg- 10,
<br />g
<br />LU
<br />'mg
<br />B
<br />k,
<br />LLI
<br />gol
<br />o oo.6651
<br />N
<br />3/8, x 31 x 31
<br />110 el
<br />3/8, X 31 x 31
<br />0,01 01003 r
<br />20R `
<br />X
<br />S 1.01 NOTE
<br />(o ENLARGED ELEVATOR PLANS AND
<br />COORDINATE ELEVATOR SHAFT, ROUGH OPENING 4 PIT DIMENSIONS WITH
<br />PIT LEVEL
<br />ELEVATOR MANUFACTURER. SECTIONS
<br />A
<br />PROJ. NO. H-15021.00 SHEET
<br />Al SECTION DETAIL A3 SECTION DETAIL A5 SECTION DETAIL A10 SECTION DETAIL A14 ELEVATOR PLAN 1ST LEVEL DRAWN DMC
<br />112" = 11-091 111 = 11-011 3%1 = V-0" 1 1/2" = V-0111 1/491=11-011 :A31 1
<br />1 IM �IIIIIIIII�`�IIIIIIIIIIIIIIII���\��
<br />1 0 2 0 3 0 4 0 5 0 6 E 7 0 8 N 9 0 10 11 12 0 13 0 14 N 15 16 17 19 0 20
<br />Copyright HuntonBrady rchitects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744
<br />
|