|
1 ■ °:
<br />■ 7 ■ i? ■ ? ■ 10 ■ 1 'i ■ 12 ■ 13 ■ 14 ■ 1:'1 ■ 16 ■ '17 ■ 18 ■ 11 ■ 20
<br />R
<br />■
<br />P
<br />■
<br />■
<br />N
<br />■
<br />M
<br />■
<br />■
<br />K
<br />■
<br />,1
<br />H
<br />■
<br />■
<br />■
<br />■
<br />n
<br />r;
<br />B
<br />■
<br />A
<br />KEYNOTE LEGEND
<br />03 05 05.AOI underslab vapor barrier
<br />0121 00.COI thermal batt insulation
<br />01 24 00.A01 exterior insulation and finish
<br />system
<br />01 52 00.A01 modified bituminous roofing
<br />01 62 0O A01 metal coping
<br />08 44 13.AO2 hurricane resistant glazed
<br />aluminum curtain wall system
<br />09 24 00.4,02 stucco on metal lath
<br />1
<br />GENERAL NOTES
<br />CxI3
<br />A14
<br />0162 0O A01
<br />Cx1
<br />0.111 existing roofing to remain
<br />231
<br />24Z 01 62 00,A01
<br />—
<br />231
<br />0350 Structural Existing To Remain
<br />OFF
<br />L14
<br />0152 OO A01
<br />0152 00,A01
<br />H13
<br />1.013 ceiling
<br />243
<br />09 24 00°
<br />0,111
<br />242
<br />3.101 concrete slab on grade
<br />09 24 00.4,02
<br />3.501 cold formed metal studs
<br />r
<br />A5
<br />24
<br />............... W....�.M.r_w
<br />r
<br />;Y'hNSMAHrNMxH'.F✓.r.1'F11 Ylh HH MfJ' P Y.
<br />-�0.
<br />� f=
<br />'Q
<br />'�www
<br />--- --
<br />a ,
<br />� �
<br />... =
<br />v
<br />Zr_
<br />d
<br />Z
<br />nu O
<br />Ipa. wuawu
<br />I N
<br />loll
<br />O A-- z
<br />to
<br />VV
<br />E
<br />131'-4'
<br />X
<br />1 UL -G518
<br />3.501
<br />a
<br />131 -4
<br />X
<br />UL -Cs518 UL -
<br />131 4
<br />3RD LEVEL
<br />_..... m...
<br />a! -
<br />p,�.,. +— 3RD LEVEL
<br />4
<br />_._.._. _....._____ _..__. a.
<br />}- 3RD LEVEL
<br />- H1
<br />L1
<br />H1
<br />242
<br />24064413
<br />;
<br />E 242
<br />{
<br />08 44 13.A02
<br />_
<br />1
<br />4
<br />jf F
<br />y
<br />a
<br />Al4
<br />y
<br />242
<br />243
<br />I Q a
<br />'
<br />Al
<br />243
<br />9
<br />l
<br />`
<br />�E �
<br />A13
<br />2 01 242
<br />+,w+,rm,�,:wawx
<br />..
<br />a
<br />¢ erm mrou
<br />124'.8'
<br />2ND LEVEL
<br />reu.ru.xrrwnr,x
<br />'
<br />r,x,.rn,.wm,r,n 3 �
<br />. _m_mmm .mmnm�M . mm. m mm. m_mmm-mmm ,wm _.,.mm_mT m�m m-mmrym..w,r-mm,
<br />mmmm.w � �m �m .�
<br />124'-a'
<br />• rxm. m,mm'n
<br />� 2ND LEVEL
<br />124'-8'
<br />.wmm:�mnrw.rn.m,:r,n�m,nwrmmnn.m,n,.a.nwrnr.w,�r.a
<br />m
<br />m,w„mmmmm,.m,.m,..wmmm,r..,rmm,.,,mArm,wmm -- w, m� _m, m,,,,wm,.m,.,.,.,.,,.,.,.....m, 2ND LE VE L
<br />'
<br />a
<br />I
<br />,77
<br />i
<br />m
<br />E
<br />I �l'
<br />x
<br />!
<br />6
<br />l
<br />E
<br />I ,
<br />r 112'4'
<br />!
<br />t 112
<br />...... ..... . 1STLEVEL
<br />1 S T LEVEL
<br />108'-9'
<br />— —
<br />SLAB LEVEL
<br />SEAL
<br />G1
<br />WALL SECTION
<br />G7
<br />WALL
<br />SECTION
<br />G13
<br />WALL SECTION
<br />.-
<br />1/4"=11.0111/4"-1-0
<br />1/4
<br />cL
<br />R1 073
<br />FLORIDA HOSPITAL
<br />Zephyrhills
<br />ED EXPANSION & ORTHO
<br />0152 00.A01
<br />RENOVATION
<br />SIM I
<br />SIM/ OFF
<br />0.111 A5 I L5
<br />L9
<br />241
<br />0.111
<br />241
<br />241
<br />0350
<br />,
<br />241
<br />�
<br />w,
<br />m
<br />124'-8'
<br />2ND L E VE L
<br />r,..,"""—
<br />-- _ __
<br />... - EiBaEYPS i
<br />,_.
<br />'1/4- 11
<br />1/4,11
<br />:..
<br />� 124'-8'
<br />_ _n_ _..__..... LEVEL L
<br />�- 2ND LE
<br />124'-8'
<br />ND LE VE L
<br />i
<br />L9 Sim
<br />�
<br />Hunton
<br />141
<br />Ij
<br />ARCH ITECTS
<br />0124 00,A01
<br />1.013
<br />b!
<br />n'
<br />F14
<br />FAST
<br />?
<br />'' �' 241
<br />DATE SUBMISSION NO.
<br />0121 00.001
<br />' TRACK
<br />F�..l
<br />04.15.16 CONSTRUCTION DOCUMENTS
<br />1021
<br />a
<br />05.10.16 ADDENDUM NO. i i
<br />3.501
<br />3.101
<br />241
<br />112'-0'
<br />X
<br />Is 112'-0'
<br />--
<br />ill 171; IT
<br />iST LEVEL
<br />A9 °'
<br />241
<br />a
<br />�T
<br />I LI
<br />.. _
<br />__III1.1
<br />I
<br />IST LEVEL
<br />�. I L
<br />1ST LEVEL
<br />03 05 05.AOI
<br />03 05 05.AOI
<br />EXTERIOR WALL SECTIONS
<br />Al
<br />WALL SECTION
<br />A7
<br />WALL
<br />SECTION
<br />A13
<br />WALL SECTION
<br />PROJ. NO.H-15021.00 SHEET
<br />DRAWN DMC
<br />1/410
<br />1/41' = 11-001
<br />1 1/491 = 19-010
<br />2 0 3 0 4 ■ ■ f ■ i' ■ £i ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14
<br />■
<br />15 ■ 16 ■ 17 ■ 18
<br />■
<br />10 ■
<br />')0
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803
<br />(407) 839-0886
<br />(407) 839-1709/Fax www.huntonbrady.com
<br />License AAC001744
<br />I�
<br />
|