BCP2005-01510 (5)
XREFS:
mB
A_Dlwg~ndll.2
A....Drwg-lndx
LOCATION MAP
INTERIOR EXTRAS
PREVIOUS LA TEST CURRENT SHEET DRAWING
REVISIONS REVISION ISSUED DATE NUMBER SCALE SHEET DESCRIPTION
09-16-2005 A-900 1/4"=1'-0" UNIT A EXTRAS TILE SCHEDULE AND SCHEME 1 FLOOR PLAN
-::,~~~~ Q9:":16-2005-- A-=9()L _174"=!~'~_ ,- ____ - ~TI~Es- SC~EMt~_2-4FlOOR}>t_~~==~: -
09-16-2005 A-902 1/4"=1'-0" EXTRAS - INTERIOR ELEVATIONS
n ----- 09-16-2005 ;;'.:.905- 1]4"=I'_O"UNITBn_n, EXTRAS iltTSCHEDlJLEANDSCHEMEl FLOOR PLAN
09-16-2005 ~A=906-- 1/4"=11=~Oil-- -------EXTRAS-SCHEMES 2~4 FloOR-PLAN----------------
-----09:..'6..:2005 A--90i' - '-j4'=;,,::.O" EXTRAS - INTERIOR ELEVATIONS
- ----- 6ij--16-2005 A-910- 1/4"=1'-0" UNIT C -EXTRAsTiCSCHEDlJLE- ;;N-OSCHEME1FLOORPLAtT---
n___,._ n_,____ 09-16-2005 A":91i- - 174';"":0' ----------EXTRAS SCHEMESnZ::.4FLOORPLA-N----
69:"16-2005 "--:912_ 1;4"=.t:.Cr ___:==:_==,_==_E:X1RAS_-,I~~I~Et,Ev~Ji()NI:==~=:=______
09-16-2005 A-915 1/4"=1'-0' UNIT D EXTRAS TILE SCHEDULE AND SCHEME 1 FLOOR PLAN
---- 69::'16:"2005 A-916-' 1/4"=1'-0" ------~,-- nEXTRAS- sCHEMES 2-4- FlO()RF'LAN n ___n___
nnn_ -Of_i~::.IoQ5~ -- -A-::')]!, -lZ4~(---.o"- =-~==_=.--=-~-=E)(~AS_ -INtERil!_EtiV[TI~S---=~=:": _
09-16-2005 A-920 1/4"=1'-0" UNIT E EXTRAS TILE SCHEDULE AND SCHEME 1 FLOOR PLAN
u - ----- -00-=-115-2005 -A_921n -i74";l'::'O'-- -- ------uEXTRAS' ScHEMES 2-4FlOQR-PLAN-----"
--- -- 09-16-2005 A--92Z- -'-74"=1'-()" -- --E-XTRAS-::.-iNTERIOR-ELEVATiONS-----~-~-
_ un ,__ __ ___ 09-16-2005 A-:<J25= =llf=:!~L:UNltF _ ______3xiRls-tiLEjfHEDULE lIN'OjtHEME n~ flOOR PLAN~
09-16-2005 A-926 1/4"=1'-0' EXTRAS SCHEMES 2-4 FLOOR PLAN
- ___un 59-=--16-=-200'5 'A-927 1!4"=1CO' -, --,uEXTRAS-- INTERIOR ELEVATIONS nn__ ------
- -- ----- 09-16-:':Z005-- - A-9J011~';1'::'D' UNITc---- -- -EXTRAS TILE SCHEDULE - ANDSCHEMEluFlObR-PLAN -
09-16-2005 A-9Jl -'74"=1'':::0'- --- ----- n'EXTRAS SCHEMES 2:::4 FlOOR-PLAN----
- -- -- ------ 09:::16-2005 A:::9J21/4";:",':::O'- '-----~~---ExffiAS - INTERIOR-ELEVATlONS'------
---- -69-=--'-6--2005- A":935 -174"=(_:O.--uNlfH-~------~-EXffiAS riLE SCHEDULE AND SCHEME 1 FLOOR-PLAN
-----, 'OO'::-i6_::::200S':: A-:-9J6_ JLf.=.~=O' -- '----, _ _g~AIsc@iES 2-~Fi:9Q[~LA~____=-:==_n
09-16-2005 A-9J7 1 4"=1'-0' EXTRAS - INTERIOR ELEVATIONS
SET 1 - ARCHITECTURAL
PRE\UJS LATEST CURRENT SHEET DRAVlNC
RE\1SIOOS RE~ ISSUED DAn: NUMBER SCALE
2-2B
25
,J,4,5,25,29
4,25
4,25
20,25
2,J,4,25
J,4,5,25
2,4,25
M.25,2B
25,28
2,22,25
2,25
2,25
2,25
4,27
4,27
*
4,11,27
*
4,27
*
4,27
*
4,27
*
4,27
*
25
11.25
4,25
4,25
4,25
4,25
25
*
25
25
25
25
6,25
25
0>
~
~
<(
/
-
C
0)
t:
::>
U
/
'"
0>
C
.~
o
'Ot
8
/
0)
0>
o
'"
'"
o
Il.
"2
o
~E
.~ ~
~ "
~o-
Il')@
(\') -0
~~
~~
/~
~>
U 0
O)Z
'0'..
... c
~O
C"O
o 0)
0)-
x'"
/.9.
/Il.
6,10,25
6,25
2,14,25
7,lJ,25,26
5,6,10,25
6,25
2,14,25
7,lJ,25,26
6,10,25
2,14,25
7,10.13,25,26
2,6,25
2,14,17,18,25
7,1125
,5,6,10,25
2,14,11,18,25
7,lJ,25,26
,5,6,10,25
2,11,14,18,25
7,13,25
2,5,6,10.11,25
2,11,14,17,18,25
7,lJ,25,26
5,6,11,25
5,6,25
2,11,14,11,18,25
7,13,25,26
30 11-13-2008 A-OOl NO SCALE
30 11-13-2006 A-OOJ NO SCALE
30
30
30
30
11-13-2006
11-13-2006
11-13-2006
11-13-2006
A-l0l
A-102
A-l03
A-l04a
1"=20'
1/2"=1'-0"
1/2" =1' -0"
A-105 1/16"=1'-0"
A-l06 1/16"=1'-0'
A-lll 1/16"=1'-0"
A-112 1/16"=1'-0"
A-llJ 1/16'=1'-0"
A-117 1/16'=1'-0"
A-121 1/16"=1"-0"
A-122 1/16"=1"-0"
A-m 1/16"=1"-0"
A-201 1/16"=1"-0'
A-202 l/B"=l"-O"
A-202P l/B"=l"-O"
A-20J 1/8"=1"-0"
A-20JP 1/8"=1"-0"
A-204 1/8" = 1'-0"
A-204P 1/8"=1"-0"
A-205 1/8" = 1'-0"
A-205P 1/8"=1"-0"
A-206 1/8' = 1'-0"
A-206P 1/8"=1"-0"
A-207 1/8' = 1'-0"
A-207P 1/8"=1"-0'
SHEET DESCRlPll~
COVER SHEET
STANDARD ABBREVIATIONS ANO NOTES
ARCHITECTURAL SITE PLAN
FENCE OETAILS
FENCE OETAILS
POOL COLONNADE AND PATIO SHELF
LIFE SAFETY PLAN - LEVEL 1 & LEVEL 2
LIFE SAFETY PLAN - LEVELS J-6 & ROOF
FLOOR PLAN - LEVEL 1
FLOOR PLAN - LEVEL 2
FLOOR PLAN - LEVELS J - 6
ROOF PLAN
LEVEL 1 REFLECTED CEILING PLAN
LEVELS 2 REFLECTEO CEILING PLAN
LEVELS J-6 REFLECTED CEILING PLAN
OVERALL NORTH & SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION PAINT SCHEME
WEST ELEVATION
EAST ELEVATION PAINT SCHEME
ENLARGED SOUTH ELEVATION
SOUTH ELEVATION PAINT SCHEME
ENLARGED SOUTH ELEVATION
SOUTH ELEVATION PAINT SCHEME
ENLARGED NORTH ELEVATION
NORTH ELEVATION PAINT SCHEME
ENLARGED NORTH ELEVATION
NORTH ELEVATION PAINT SCHEME
A-20B l/B" = 1'-0" MISC. ELEVATIONS
A-209 l/B" = 1'-0" MISC. ELEVATIONS
A-JOl
A-J02
A-JOJ
A-J04
A-Jl0
A-Jl0P
A-J11
A-J12
A-J1J
A-J14
A-315
A-J16
A-401
A-402
A-40J
A-404
A-405
A-406
A-407
A-408
A-409
A-410
A-411
A-412
A-413
A-414
A-415
A-416
A-417
A-41B
A-419
A-420
A-421
A-422
A-42J
A-424
A-425
A-426
A-427
1/8"=1'-0"
1 /B" =1' -0"
l/B"=I'-O"
1/16"=1'-0'
1/2"=1'-0"
1/2"=1' -0"
1/2"=1'-0"
1/2"=1'-0"
1/2"=1'-0"
1/2"=1'-0"
1/2"=1' -0"
1/2'=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4'=1' -0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
1/4"=1'-0"
1/4'=1'-0"
1/4'=1' -0"
1/4'=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1 4"=1'-0"
BUILDING SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
WALL SECTIONS
PAINTING GUIDE
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
UNIT A
UNIT A (2)
UNIT A RCP
UNIT A
UNIT B
UNIT B (2)
UNIT B RCP
UNIT B
UNIT C
UNIT C RCP
UNIT C
UNIT D
UNIT 0 RCP
UNIT 0
UNIT E
UNIT E RCP
UNIT E
UNIT F
UNIT F RCP
UNIT F
UNIT G
UNIT G RCP
UNIT G
UNIT H
UNIT H (2)
UNIT H RCP
UNIT H
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
ENLARGE SCALE FP - SCHEDULES
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
PRE\1OUS LAlEST CURRENT SHEET DRAI1NG
D~S REVlSllJl ISSUED DATE NU S€1LE
,5,10,21,2 JO
4,14,16,18.21, JO
25 JO
21,25 JO
2,J,24,25 JO
2,17,24,25 JO
J,6.25 JO
J.22,25 JO
22,25 JO
25 JO
2,6,25 JO
25 JO
25 30
n,25 JO
n,25 JO
1 J,25 JO
J,5,6,ll,25 30
5,25 JO
4,25
12,25
12,25
12,25
12.25
25
25
25
25
* ITEM INCLUDED FOR REFERENCE ONLY, ITEMS NOT INCLUDED IN THE AlA CONTRACT WITH WALTON H. CHANCEY & ASSOCIATES ARCHITECTS, PA
30
JO
11-13-2006
11-13-2006
2,25 JO
2,25 JO
J,25
J,25
J,25
25
2,25
J,25
2,3,25
25
J,25
J,25
U5
J,4
J,25
J,25
25
25
25
25
25
25
25
15,25
15,25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
JO
JO
JO
JO
JO
JO
JO
JO
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
A-42B
A-429
A-4JOa
A-4JOb
A-4JOc
A-4JOd
A-4Jl
A-4J2
A-4JJ
A-4J4
A-4J5
A-4J5B
A-4J6
A-4J7
A-4J8
A-4J9
A-441
A-442
A-501
A-501 B
A-502
A-50J
A-504
A-505
A-506
A-507
A-50B
A-509
A-510
A-511
A-512
A-51J
A-514
A-515
A-516
A-517
A-51B
A-520
A-521
A-522
A-52J
A-524
A-525
A-526
A-5J1
A-5J2
A-5JJ
A-5J4
A-5J5
A-5J6
A-541
A-542
A-54J
A-544
A-545
A-546
A-547
A-54B
A-701
A-702
A-70J
A-704
A-705
A-706
A-707
A-708
A-709
A-710
A-711
A-712
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
VARIES
VARIES
VARIES
VARIES
1/8" =1' -0"
1/8' =1'-0"
1/8":;1'-0"
1/2"=1'-0"
1/2" =1' -0"
1/2"=1'-0"
NO SCALE
NO SCALE
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0'
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
1/4":;1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0'
1/4":;1'-0"
1/4"=1'-0'
1/4'=1'-0"
1/4":;1'-0"
stEET DESCRlPlION
CLUBHOUSE
CLUBHOUSE RCP
CLUBHOUSE
CLUBHOUSE
ELEVATOR LOBBY
ELEVATOR LOBBY MAlt ROOM
ENLARGE SCALE FP - SCHEDULES
ENLARGE SCALE RCP
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
REVISION DESCRIPTION
t Revision #20 ' July 20. ZXl6
Revision #21 - July 26. ZXl6
Revision #22- July 18, ZXl6
i Revision #23 - Augustl. ZXl6
Revision #24 ' August 3. ZXl6
Revision #25 - August 9, ZXl6
Revision #26, September 6. ZXl6
Revision #27 ' September 12. ZXl6
~ Revision #28-September18.ZXl6
* October 4. ZXl6
~ Revision #29 - October 23. ZXl6
&.. Revision #30 ' November 13. ZXl6
& Addendum # 1 'Jon 19.2005 NJIICII>>I-OI Bf) aARlflCATKINS - SPfCFICA1IOIIS QIANCES III/.Y - /to IlRAIINGS IIERC Ilt1ISED
&. Addendum #2 - Feb 14,2005 NJIICII>>I-()2 BID aNIR:IoTKMS - SfI IXWff'; IE\IlIlWS /flOW
& Addendum #3 ' Morch 30. 2005 NJIICII>>I-OJ CIJIIIRACT NCCOIIATKINS ~ BUI.JJII/G DfPNlTIICI/T ClJIOIS
~ 81dg Dept Comments - May 18. 2005 IIIILOINGDfPNlfIKNT caIIIE1flS - SfI RE\ISED Dl/A~ lUG fEPT ClJIOT RfSPCJISES iii) sm:s
II 81dg Dept Comments, June 20, 2005 _ DfPNlfliCNT ctJIMENTS - SEf RE\ISED Dl/AMN;li flOG DfPT ClJIOT _ NI1 sm:s
e Revision #6, Juf( 8,2005 RfI-IXJ2, ADIIfD flEt'lRlCAL IJO(J( PLAN AND IIC\I9OIIS III POffER RCIIJIIEJE/IIS AT JAClJZlJ lIB
7 Revision # 7 ' August 9, 2005 AS/-OOC.ASH"7 RfIISKIj III /E(J/AMCAI. CXNIST FNISi RffIJ lIASI!7I BATIIROaIItIRRfJ/ /FI1SI(Jf
Tile U pgrode Options, September 16. 2005 IIrrRKIR IIC UPIRAIJC WOOlS
Pile Cop Repoir Pion -September 22. 2005 ASI-002 P<<C CAP /lCPNR PUN f'BJlD
&. Revision #8 ' October 4, 2005 _ Cll'ilI!l C<<IMlIlETNL (SI>NI 5-2f}O ~ 5-500 <JdyJ
Revised Structural Stair Section ond Detai~ -October18, 2005 PCUlCD IXIIIC1/Err srAll (SI>NI s-<<r; _ 1-4)
8 Revision #9 ,November 10, 2005 _ calIIl C<<IMII /lETNl .. C<<IMII RfPAII /lETAl (Shoot S-2f}O .. HillO od~)
Revision # 10 ' Januay 3, ZXl6 //FI12f PlIMJING CUSTICINS ANI __ NCl/IlD
1 Revision # 11 ,Januay 24. ZXl6 ASI /12 - f'BJlD III RI:5lXI[ _ AIIJ ClUIG IEJ6HT IXWFUCTS AT tlIfL 6
Revision # 12 ' Januay 31. ZXl6 ASI /lJ - 00 0IIIENSKIII11AI/f'/CA1IOIIS
Revision # 13, Morch 18. ZXl6 fIR f4J 1M ~ pI lIB IlEac ANI sam O\fl\' _ ~11ll/
Revision # 14 ' Apn16. ZXl6
Revision # 15 - Ap11121. ZXl6
i Revision # 16 ' May 23, ZXl6
Revision # 17 ' May 25, ZXl6
Revision # 18, June 7. ZXl6
Revision # 19 ' June 12. ZXl6
Revision #00 ' June 20. ZXl6
A9/2O - CEllMC saRT __
caHIOI ctIOrfIlKAJUJII/G QW/GC (J/ CASI:ItWK /lETNIS
ASI-IW CWNG smiTS 1/ a_
ASI-aJ2 ClUIG _ III ACCUliIG1Arr BATIRIIIM EllHAlIST FMIS ~ acVAtlll LOBBY FtIlW PROIIF"/WSIES
AS/-IW ClUIG smllS III RI:5lX I[ PlIMJING IXWFUCIS
KHPJ IEO/INICN. RClI5IOIIS
A9-II!I5 aARlflCAl1ll/ III SIJI/SCT IlEac __
SET 2 - ENGINEERING
PRE\1WS LATEST CURRENT SHEET DRAWING
RMlIONS RE\1S1~ ISSUED DAn: NUMBER SCALE
2-28 30
2.4. 25 JO
2,25 JO
25 JO
2,4,25 JO
2,8,9,25 JO
2,25 30
2,25 JO
2,25 JO
2,25 JO
2,25 JO
2,25 30
2,25 JO
8,9,25 30
25 JO
25 30
25 JO
25 JO
25 30
25 JO
2,4,25 30
2,4,25 JO
25 30
25 30
2,25 JO
2,25 JO
25 30
2,25 30
2,25 JO
25 30
20,25 JO
20,25 JO
25 JO
25 JO
25 30
25 JO
25 30
25 JO
25 JO
25 30
25 JO
25 30
JO
4,25 JO
25 JO
4,25 JO
25 30
25 JO
25 JO
25 JO
25 JO
25 JO
25 JO
25 30
25 JO
25 JO
25 JO
25 30
4,22,25 JO
19,25 JO
19,25 JO
19,25 JO
19,25 JO
19,25 JO
19,25 JO
19,25 30
19,25 JO
19,25 JO
19,25 JO
4.19,25 JO
4,19,25 JO
19,25 JO
4,19,25 30
19,25 JO
19,25 JO
25 30
22,25 JO
22,25 JO
25 JO
25 30
4,25 30
4.7,22,25 JO
4,7,25 JO
4.7,22,25 30
25 30
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
A,.OO? NO SCALE
S"OOI 1/16"=1'-0"
S-002 VARIES
S-003 VARI[S
5-100 1/16"=1'-0"
S-200 1/16"=1'-0"
s- 201 1/16"=1'--0"
SjOO 1/16",1'-0"
s jOl 1/16"=1' -0"
5..jlJ:! 1/16"=1'-0"
:,-400 1/16"=1'-0"
S-401 1/16" =1' --0"
5--402 1/16"=1'-0"
S,-500 NO SCALE
s- 501 VARIFS
S-~)02 VARIES
5- :)03 VARI[S
5--504 VARI[S
5- ~j05 VARIES
5, 50li VARIES
S- 600 VARIES
S, 601 VARIES
S-- /00 VA1<IES
5 101 VARIES
5-800 VARIES
5--801 VARI[S
5 802 VARIFS
S 803 VARIFS
S,804 VAf~IFS
S805 VARIFS
5-806
S'801
S-900 VARIES
S-10011/2"-,1'-0"
'0- 1002
S-1005
S-1004
S-1005
S-,lO()6
S..100/
S- 1 008
S,100g
S--I(J1(J
F-IOl
F-Wi
F--1(J3
F 401
F-4(J;'
F,4(J3
I' 404
F 405
F,40(j
1',40]
1',408
F -409
Ie -41()
411
412
M 401
M'4.(J)
M,405
M-404
M-4D5
M-40fi
M-4D7
M-408
M- 409
M' 41()
M-4i1
M 412
M-m
M- 414
M-415
M-416
M-411
M-418
M-419
M'-420
M..421
/16"=1'-0"
l/llj"~1'-O"
1 -0"
1/4"~1'-0"
1/4"=1'--0"
1/4"0,1'-0"
l/4"cl'-O"
1/4"',1'-,0"
1/4",,1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"~1'-0"
1/4"=1'-0"
1/4""'1'-0"
:)01
NO SCALE
1/4""01'-0"
1/4",01'-0"
1/4",,1'-0"
1/4"~1'-0"
1/4"..1'-.()"
1/4"=1'-()"
1/4"=1'-()"
1/4"=1'-0"
1/4",,,1'-0"
1/4"=1'-0"
1/4",,1'-0"
1/4",,1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1',-0"
1/4",,1'-0"
1/4",,1'--0"
1/8"=1'-0"
1/8"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
11-13-2006
11-13-2006 M-5ll1 VARIES
M, 501 NO SCALE
SHEET I)ES(HlTI~
COVER SHEET - SET 2 - ENCiNEmlNG
PILE LAYOUT PLAN
PILE CAP DETAILS
PILE CAP DETAILS
FOUNDA liON PtAN
2ND FLOOR DIMENSION PLAN
2ND FLOOR REINFORCING PLAN
3rd - 5th FLOOfl DIMENSION PLAN
6th FLOOR DIMENSION PLAN
3rd - 6th FLOOR REINFORCING PLAN
FLA T ROOF DIMENSION PLAN
FLA T ROOf R[INF ORCiNG PLAN
SLOPED ROOF FRAMING PLAN
COLUMN SCHEDULES
SHEARWALL DETAILS
SHEARWI\LL OETAILS
SHE ARWALl DE TAILS
SHE AR\'/ALL DETAILS
SHEARWALL DETAIL S
SHEARWALL DErAil.S
FOUNDA nON DE Mil.S
MASONRY DET AIL~
POST TENSION DE I AIL S
POST TENSfON DETAIL S
STRUCTURAL D[lAILS
STRUCTURAL DETAILS
STRUCTIJRAL DETAILS
STRUCTURAL DEl fdLS
STRUCTURAt DETAILS
STRUCTURAL SECTIONS & DE TAilS
POOL COLLONADE
POOL COLLONADE
STRUCTURAL NOTES
PILE CAP REPAIR PLAN
PILE CAP REPAlf, PLAN
PILE CAP REI' AIR PLM
PILE CAP REI' AIR PLAN
PILE CAP REI' AIR PLAN
PILE CAP REI' AIR PLAN
PILE CAP/SLAB OPENING REPAIR PLAN
STRUCTURAL SKETCHES
STRUCTURAL SKE TCHLS
STRUCTURAt SKETCHF')
LEVEL 1 - PARKiNG
LEVEL 2 - RESIDENTIAL UNITS
LEVEL 3-6 ,f7FSl'lENTIA.L UNITS
ENLARGED FLOOR PLAN UNIT A
ENLARGED FLOOR pLAN SECOND ELOOR UNIT A
ENLARGED FLOOR PLNj - UNIT 8
ENLARGED fLOOR PLAN SECOND FLOOR UNIT B
ENLARGED FLOOR PLAN -- UNII C
ENLARGED FLOOIl PLAN UNIT D
ENLARGED FLOOR PLAN UNIT E
ENLARGED FLOOP PLAN _ UNIT l'
ENLARGED FLOOR PLAN - UNI f G
ENLARGED FLOOR PLAN - UNIT H
ENLARGED FLOOR PLAN SlCOND FLOOR UNIT H
ENLARGED FLOOR PLAN ClUB ROOM
FIRE PROTECTION NOTCS & DFI AILS
ENLARGED FLOOR PLAN UNIT A -LEVEL J-5
ENLARGED FLOOR PLAN UNIT A -LEVEL 2&6
ENLARGED FLOOI, PLAN UNiT B -LEVEL 3-5
ENLARGED FLoor, PLAN -- UNIT B -L[VEL 2&6
ENLARGED FLOOR PLAN UNIT B -LEVEL 3-5
ENLARGED FLOOR PLAN - UNIT B -LEVEL 2&6
ENLARGED FLOOR PLAN UNll C -LEVEL 3-5
ENLARGED FLOOR PLAN _ UNIT C -LEVEL 2&6
ENLARGED FLOOR PLAN UNIT D --LEVEL 2
ENLARGED fLOOR PLAN ... UNIT E -LEVEL 2
ENLARGED FLOOR PLAN UNIl l' ,LEVEL 3-5
ENLARGED FLOOR PLAN UNlf l' ,LEVEL 6
ENLARGED flOOR PLAN U~,IT G - LEVE L 3- 5
ENLARGED FLOOR PLAN - UNIT G -L[VEL 6
ENLARGED FLOOR PLAN -- UNll II -LEVEL 3-5
ENLARGED flOOR PLAN UNIT H --LEVEL 2&6
ENLARGED FLOOR PLAN ClUB ROOM
ENLARGED ROOF PLAN
ENLARGED ROOF PLAN
ENLARGED ELEVATOR LOBBY EAST LEVEL 1,-6
ENLARGED ELEVATOR LOBBY WEST - LEVEL 1-6
MECHANICAL DETAILS
MECHANICAL SCHFOULES
MECHANICAL EXHAUST RISERS
MECHANICAL EXHAUST RISERS
MECHANICAL REf R!GmANT AND CONOENSA TC PIPING ISOMETRICS
P/l-Oll6 POIJ. C<<OVAIIE JNJ PATIO 5IEJF
AS/-()f/) a._ BATIIRO(MI/fIISIIMS
A9-OJ9 IRA9I CHIlE
IXO-(J(}4 /flOW _ PI.IM9IIG IIIlSrr Pf'( 5IlE RCIISKII
P/l-l107 FJlST FtODll afVAtlll LOBBY RnISllM
aJfIRf1IT PlOIS WTH 9(',INCOI1I>aIATfD
//FI-ZOJ ItIRRfJ/ Cl.AllRCA1IOIIS
//FI- 221 CllIMII TI/KJINf5S IlEWSIlWS
//FI-IBI flCLllCAtKIIlF FIRC 51'RNII.rrI ~1S
RfJS5IIC/I PNNT cxrD/IOR CllIXiS l1fFTS A-202-P IHRlI A-207-P
fD/CC ANI GArr Rf\I5TOI/S
IIStlllY 5U - SI8ITTElI III /If: aENll'A1E11_ OEPNlfl/EllT F1lR IUI.IC /lECC/IfJ
PREWlUS LATEST CURRENT SHEET DRA_C
~S RE'ttSION ISSUED DAn: NIMIER SCALE
4,5,25
4.5,23,25
6,20,25
5,25
25
4,25
25
25
25
25
25
25
5,25
5,25
19,25
19,25
19,25
19,25
19,25
19,25
25
25
18.21,25
25
25
4,5,23,25
6,20,25
4,5,25
25
25
25
25
25
25
25
25
19,25
19,25
19,25
19,25
25
25
18,21
6,25
25
2,25
2.25
2,25
4,6,25
4,6,25
4,6,25
4,6,25
4.6.25
4,6.25
4,6.25
4,6,25
4,6,25
4,6,25
4,6,25
25
25
25
2.4,25
2,4.6,25
25
2,4.25
4,25
25
25
30
JO
JO
JO
JO
JO
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
1'-101
1'-102
1'-103
1'-104
1'-105
1'-106
1'-401
1'-402
1'-403
1'-404
1'-405
1'-406
1'-407
1'-408
1'-409
1'-410
1'-411
1'-412
1'-413
1'-414
1'-415
1'-416
1'.417
P-501
P-502
1'-901
P-902
1'-903
1'-904
1'-905
P-906
1'-907
1'-908
1'-909
1'-910
1'-911
P-912
P-913
1'-914
1'-915
1'-916
1'-917
1'-918
HOO
[-122
H23
E-200
E-201
E - 202
E-205
[-208
E-401
t-402
E -404
E -405
E -407
E -409
E-411
E-413
E-415
E -411
[-418
E -420
E-500
E-501
E-600
[ - 700
E -800
[ -850
1"=20'-0"
1/16"=1'-0"
1/16"=1'-0"
1/16"=1'-0"
1/16"=1'-0"
1/16"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
1/4"=1'-0.
1/4"=1'-0"
1/4"=1'-0.
1/4"=1'-0'
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1' -0"
1/4"=1'-0'
1/4"=1'-0"
1/4"=1'-0"
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
NO SCALE
1/8"=1'-0"
1/8' = l' -0'
1/16"=1'-0'
1/16"=1'-0'
1/16"=1'-0'
1/16' =1' -0"
1/16"=1'-0"
1/4"=1'-0"
1j4"=1'-0"
1/4"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
1/4"=1' -0"
1/4"=1' -0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0'
1/4"=1'-0"
3/32":;1' -0'
1/16':;1'-0'
NO SCALE
NO SCALE
NO SCALE
NO SCALE
THE RESIDENCES AT
WINDWARD PASSAGE
CONSTRUCTION DOCUMENTS
W / REVISIONS 1-30
HISTORY SET
NOVEMBER 13, 2006
Case Number: FLD2003-11 059--202 WINDWARD PSG
SET 1 - ARCHITECTURAL
SHEET DESCRlPllON
STORM DRAIN PIPING
SANITARY WAST PIPING
PARKING CEILING PLAN
LEVEL 2 PLUMBING
LEVEL 3-6 . PLUMBING
ROOF PLAN
ENLARGED FLOOR PLAN - UNIT A -LEVEL }-6
ENLARGED FLOOR PLAN - UNIT A -LEVEL 2
ENLARGED FLOOR PLAN - UNIT B -LEVEL 3-6
ENLARGED FLOOR PLAN - UNIT B -LEVEL 2
ENLARGED FLOOR PLAN - UNIT C -LEVEL 3-6
ENLARGED FLOOR PLAN - UNIT C -LEVEL 2
ENLARGED FLOOR PLAN UNIT D -LEVEL 2
ENLARGED FLOOR PLAN - UNIT E -LEVEL 2
ENLARGED FLOOR PLAN - UNIT l' -LEvH 6
ENLARGED FLOOR PLAN UNIT F -LEVEL 4 & 5
ENLARGED FLOOR PLAN - UNIT F -LEVEL 3
ENLARGED FLOOR PLAN - UNIT G -LEVEL 6
ENLARGED FLOOR PLAN - UNIT G -LEVEL 4 & 5
ENLARGED FLOOR PLAN - UNIT G -LEVEL J
ENLARGED FLOOR PLAN - UNIT H -LEVEL 3-6
ENLARGED FLOOR PLAN - UNIT H -LEVEt 2
ENLARGED FLOOR PLAN - CLUB ROOM
PLUMBING NOTES & DETAILS
PLUMBING NOTES & DETAILS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING fSOMETRiCS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBINC ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING fSOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
ELECTRICAL LEGEND AND SYMBOLS LIST
LEVEL 2 CORRIDOR ELECTRICAL PLAN
LEVELS 3-6 CORRIDOR ELECTRICAL PLAN
PARKING LIGHTiNG/ELECTRICAL PLAN
PARKING LIGHTING/ELECTRICAL PLAN
SITE/ELECTRICAL PLAN
DECK AREA/ELECTRICAL PLAN
SECURITY/ELECTRICAL PLAN
UNIT "A" mCTRICAL PLAN
UNIT "A2" ELECTRICAL PLAN
UNIT "B" ELECTRICAL PLAN
UNIT '82" ELECTRICAL PLAN
UNIT 'C" ELECTRICAL PLAN
UNIT "D" ELECTRICAL PLAN
UNIT "E" ELECTRICAL PLAN
UNIT "F' ELECTRICAL PLAN
UNIT "G" ELECTRICAL PLAN
UNIT "H" ELECTRICAL PLAN
UNIT "H2" ELECTRICAL PLAN
CLUB HOUSE ELECTRICAL PLAN
ROOF ELECTRICAL PLAN
L1GHTINING PROTECTION PLAN
COMMUNICA TlONS SYSTEMS RfSER
ELECTRICAL POWER RISER
MAIN ELECTRICAL ROOMS
COMMON PANELBOAROS
~
<0
f::,,~' ~
'::11') IJj
'" CI) __co
i,,,'/1. 0 co
II"'" 0
'/1111" Z
I"l~ 0
'" I. (;) ()
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1",". le) G
III ::. .... <(
';::::",C) ~
f'III,I" I' ~
,"~:~ Ll{) a..
,",". C) 0 ty'
~ll<llf'" C) ...
III::" 0 a::: 0
""". ('Ill ..J ~ J:
I:: "lllI C.. 5 s: c;,
'''") () III 0 c:
I",,, . I Z '2
1::"llI CtJ ~ ~ ~
JO
30
JO
30
11-13-2006
11-13-2008
11-13-2006
11-13-2006
JO
JO
JO
11-13-2006
11-13-2006
11-13-2006
JO
30
JO
JO
JO
11-13-2008
11-13-2008
11-13-2006
11-13-2006
11-13-2006
JO 11-13-2006
JO 11-13-2008
30 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2008
JO 11-13-2006
JO 11-13-2006
30 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
JO 11-13-2008
JO 11-13-2006
JO 11-13-2006
JO 11-13-2006
30 11-13-2008
JO 11-13-2006
JO
JO
30
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
30
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
Keyplan
I
I
._____~_________J
JO
JO
JO
JO
JO
30
JO
30
JO
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
JO
JO
JO
JO
JO
JO
JO
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
JO
JO
JO
JO
JO
JO
JO
JO
JO
JO
30
JO
JO
JO
JO
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
JO
JO
JO
JO
JO
30
JO
JO
JO
JO
JO
JO
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS
ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS
ENLARGED STAIR AND ELEVATOR PLANS AND SECTIONS
STAIR DETAILS
ENLARGED POOL RAISED PATIO PLAN
ENLARGED POOL RAISED PATIO PLAN
ENLARGED 2ND FLOOR UNIT PATIO PLAN - PARKING COVER
ENLARGEO MASTER BATH PLANS
ENLARGED STANDARD BATH PLANS
ENLARGED STANDARD BATH PLANS
EXTERIOR DOOR & WINDOW SCHEDULES
COMMON AREA - FINISH & DOOR SCHEDULES
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
EXTERIOR DETAILS
EXTERIOR OETAILS
EXTERIOR DETAILS
EXTERIOR DETAILS
EXTERIOR DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND OETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
EXTERIOR TRIM ELEVATIONS AND DETAILS
PLAN DETAILS-COLUMN DETAILS
PLAN/INTERIOR DETAILS-WALL TYPES
PLAN/INTERIOR DETAILS-fiRE RATINGS
PLAN DETAILS/INTERIOR-PARTITION DETAILS
PLAN/INTERIOR DETAILS-WALL REINFORCING AND MISC DETAILS
TYPICAL DETAILS
TYPICAL DETAILS
PENETRATION DETAILS
PENETRATION DETAILS
PENETRATION DETAILS
PENETRATION DETAILS
PENETRATION DETAILS
PENETRATION OETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK DETAILS
TYPICAL MILLWORK OETAlLS
TYPICAL MILLWORK OETAILS
UNIT A
UNIT A (2)
UNIT B
UNIT B (2)
UNIT C
UNIT 0
UNIT E
UNIT F
UNIT G
UNIT H
UNIT H (2)
CLUB HOUSE
FLOOR flNlSH PLAN
FLOOR fiNISH PLAN
FLOOR fiNISH PLAN
FLOOR FINISH PLAN
FLOOR FINISH PLAN
FLOOR FINISH PLAN
FLOOR FINISH PLAN
FLOOR FINISH PLAN
FLOOR fiNISH PLAN
FLOOR FINISH PLAN
FLOOR fiNISH PLAN
FLOOR FINISH PLAN
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C:llXl3 THESE PLANS ARE COP'tRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECT1ON AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USQ. AS AMENDED
DECEMBER, '990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PR01EC11ON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMITED TO IHE OVERALL FORM AS WEll AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN_
11-13-2006
11-13-2006
11-13-2006
M-901 NO SCALE
M -- 902 NO SCALE
M--9D,3 NO SCALE
"(Lesid e.flc
tit ~~
~ . ~
30
JO
JO
JO
JO
JO
JO
30
JO
30
JO
JO
JO
JO
30
JO
30
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2008
11-13-2008
11-13-2008
11-13-2006
11-13-2006
I (~~ gn..1~
PROJECT NO" 03540
JO
JO
11-13-2006
11-13-2008
30
JO
30
JO
JO
JO
JO
30
JO
30
JO
JO
JO
JO
JO
30
30
JO
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2008
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
JO
JO
JO
11-13-2006
11-13-2008
11-13-2006
JO
JO
JO
JO
JO
30
JO
JO
JO
JO
JO
JO
JO
JO
30
30
JO
11-13-2008
11-13-2006
11-13-2006
11-13-2008
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2006
11-13-2008
11-13-2006
11-13-2006
11-13-2006
11-13-2006
JO
JO
JO
JO
JO
30
11-13-2008
11-13-2008
11-13-2006
11-13-2008
11-13-2006
11-13-2006
BPRC Submital:
Date Plotted: November 17, ~.
Date Issued: January 10, 2005
LATEST REVISION DATE
SEE REVISION DESCRIPTION ABOVE
I A Rev #30 - November 13, 2006 History Set
03540
CONSTRUCTION DOCUMENTS
COVER SHEET
A-DOl
XREFS:
ITLB
A....Drwa,lndJL2
A_Drwg-lndx
GENERAL NOTES
GENERAL NOTES
FINISHES
STANDARD ABBREVIATIONS
A,B. ANCHOR BOLT L. LENGTH
ACOUST. ACOUSTICAL LAV. LAVATORY
ADJ. ADJUSTABLE LAM. LAMINA TE
AJJ. ABOVE FINISH FLOOR L.F. LINEAR FEET
A.H.U. AIR HANDLING UNIT LKR. LOCKER
ALT, AL TERNA TE L.L LEAD LINED
ALUM. ALUMINUM
ANOD, ANODIZED MAS. MASONRY
A.P, ACCESS PANEL MAX. MAXIMUM
APP. APPROXIMA TE MECH. MECHANICAL
ARCH. ARCHITECTURAL MED.CAB. MEDICINE CABINET
A.T. ACOUSTICAL TILE MTL METAL
MFD. MANUFACTURED
BD. BOARD MFR. MANUFACTURER
BM. BEAM M.H. MANHOLE
BOT. BOTTOM MIN, MINIMUM
B.U,R. BU ILT -UP ROOFING MIR. MIRROR
BLDG. BUILDING MISC. MISCELLANEOUS
MLDG. MOLDING
CAB. CABINET M.O, MASONRY OPENING
CJ.C.I. CONTRACTOR FURNISHED M.T. METAL THRESHOLD
AND CONTRACTOR INSTALLED MID. MOUNTED
C.G. CORNER GUARD
C.I. CAST IRON N.I.C. NOT IN CONTRACT
C.J. CONTROL JOINT NOM, NOMINAL
CL. CLEAR NTS. NOT TO SCALE
CLO. CLOSET
C.M.U, CONCRETE MASONRY UNIT OA OVERALL
COL, COLUMN OFCI. OWNER FURNISHED
CONTRACTOR INSTALLED
CONC. CONCRETE O.C. ON CENTER
CON ST. CONSTRUCTION O,D. OUTSIDE DIAMETER
CONT. CONTINUOUS
CONTR. CONTRACTOR PL. PLA TE
CORR. CORRIDOR P.LAM. PLASTIC LAMINATE
CPT. CARPET PLAS, PLASTER
C.T. CERAMIC TILE PLUMB, PLUMBING
CRT. COUNTER PLWO. PL YWOOD
P.T. PRESSURE TREATED
DET. DETAIL P.T.D. PAPER TOWEL DISPENSER
DIA. DIAMETER P.V.C. POL YVINYL CHLORIDE
DIAG. DIAGONAL Q.T. QUARRY TILE
DIM. DIMENSION
DISP. DISPENSER R. RADIUS
ON, DOWN R.C.P. REINFORCED CONCRETE PIPE
DWG. DRAWING R.D. ROOF DRAIN
[8. EXPANSION BOLT REC. RECEPTACLE
REF, REFRIGERA TOR
E.J. EXPANSION JOINT REG. REGLET
EL ELEVATION REINF. REINFORCED
ELEC. ELECTRICAL
ELEV. ELEVATOR REQD. REQUIRED
E.P, ELECTRICAL PANEL RM. ROOM
EQ, EQUAL R.O. ROUGH OPENING
EQUIP. EQUIPMENT
E.W.C. ELECTRIC WATER COOLER SCRN. SCREEN
EX. EXISTING SCHD, SCHEDULE
EXP, EXPOSED SEC. SECTION
EXT. EXTERIOR SH. SHELF
SHT. SHEET
F.C, FURRING CHANNEL SIM. SIMILAR
SP. SPACE
F.E.C. FIRE EXTINGUISHER CAB. SPECS. SPECIFICA TIONS
F.D, FLOOR DRAIN SS, STAINLESS STEEL
F.F. FINISH FLOOR STL. STEEL
F.H,C, FIRE HOSE CABINET STOR, STORAGE
FIN. FINISH STRUC. STRUCTURAL
FL FLOOR SUSp, SUSPENDED
F.R, FIRE RATED
T.B. TOGGLE BOLT
GA. GUAGE lC. TOILET COMPARTMENT
GALV. GALVANIZED TEL. TELEPHONE
G.C. GENERAL CONTRACTOR TEMP. TEMPERA TURE
GL GLASS T.P.D. TOILET PAPER DISPENSER
GJ.R.C. GLASS FIBER REINFORCED CEMENT TYP, TYPICAL
G.F.R.G. GLASS FIBER REINFORCED GYPSUM
GR. GRADE U.C. UNDERCOUNTER
GYP. GYPSUM UTIL. UTILITY
G.W.B. GYPSUM WALLBOARD
V.B, VINYL BASE
HT. HEIGHT VEST. VESTIBULE
H.B, HOSE BIBB VERT. VERTICAL
HVAC. HEA TING, VENTILA TING, V,IJ. VERIFY IN FIELD
& AIR CONDITIONING V.W.C, VINYL WALLCOVERING
1.0. INSIDE DIAMETER W. WIDTH
I.E. INVERT ELEVATION W/ WITH
INSUL. INSULA TION W.C, WATER CLOSET
INT. INTERIOR WO. WOOD
W,P, WEATHER PROOF
JT. JOINT W.WJ. WELDED WIRE FABRIC
KIT. KITCHEN
KW, KILOWATT
PROJECT TEAM
OWNER:
WINDWARD PASSAGE LLC
200 WINDWARD PASSAGE, SUITE 2
CLEARWATER, FL 33767
TEL; (727) 441-3801
FAX; (727) 442-5684
CONTACTS; SAL HAIDER
EMAIL;shaider@windwardpassage.info
STRUCTURAL ENGINEER:
MOHAN ENGINEERING
13630 58th STREET, NORTH, SUITE 107
CLEARWA TER, FL 33760
TEL: (727) 535-9771
FAX; (727) 535-9773
CONTACT; GEORGE MOHAN
EMAIL;george.mohan@mohaneng.com
rn ~ @lr;O\Vlrg!lf,1
DEe 0 B 2006 ,! II .
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DEVElOPMENl StR'uC€ S uf Pl
CITY OF ClE/.;k'fL'lHF j:.,
1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SET OF DRAWINGS & SPECIFICATIONS TO EACH
SUBCONTRACTOR & FOR INSURING THAT THE WORK OF EACH SUBCONTRACTOR IS COORDINATED WITH THE WORK OF ALL
OTHER SUBCONTRACTORS.
2. BEFORE BEGINNING WORK AT THE SITE, WHERE POSSIBLE, AND THROUGHOUT THE COURSE OF THE WORK, INSPECT AND
VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT
DISCREPANCIES TO THE ARCHITECT BEFORE DOING WORK RELATED TO THAT BEING INSPECTED.
3. TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS SHOWN ON THE DRAWINGS FOR NEW PRODUCTS
ARE TO ESTABLISH QUALITY REQUIRED. IN EACH CASE ADD, BY INFERENCE, AFTER TRADE, PRODUCT OR
MANUFACTURER'S NAME, THE PHRASE "OR, AS APPROVED BY ARCHITECT."
4, DETERMINE THE LOCATION OF PARTITIONS NOT DIMENSIONED BY THEIR RELATION TO COLUMN FACE OR CENTER, WINDOW
JAMB OR MULLION, OR OTHER SIMILAR FIXED ITEM.
5. ACTUAL LOCATIONS OF LIGHT FIXTURES, PLUMBING FIXTURES, ETC" ARE TO BE AS INDICATED ON ARCHITECTURAL
DRAWINGS. ANY CONFLICTS WITH MEP DRAWINGS ARE TO BE RESOLVED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.
TERMITE PROTECTION
TERMITE PROTECTION REQUIREMENTS
1. Soil treatment for subterranean termite prevention inside the foundation perimeter sholl be done after 011 excavation,
backfilling and completion is complete.
2, Soil area disturbed after initial chemical soil treatment sholl be treated with 0 chemical soil treatment, including spaces
boxed or framed,
3. Space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other
purpose sholl be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil
disturbance after initial chemical soil treatment.
4. Chemically treated soil shall be protected with 0 minimum 6 mil vapor retarder to protect against rainfall dilution. If
rainfall occurs before vapor retarder placement, re-treatment is required, Any work, including placement of reinforcing steel,
done after chemical treatment until the concrete floor is poured, shall be dane in such a manner as to ovoid penetrating or
disturbing treated soil.
5. Concrete over-pour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior
chemical soil treatment, to enhance vertical penetration of the chemicals,
6. Chemical soil treatments shall also be applied under 011 exterior concrete or grade within one (1) foot of the primary
structure sidewalls. Also, 0 vertical chemical barrier sholl be applied promptly after construction is completed, including
initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied sholl be
pramptly re-treated,
7, The rules and lows as established by the "Florida Department of Architecture and Consumer Services" shall be deemed as
approved with respect to pre-construction soil treatment for protection against subterranean termites.
8. A "Certificate of Compliance" shall be issued to the building department by the licensed pest control company that
contains the following statement;
"The building has received 0 complete treatment for the prevention of subterranean termites. Treatment is in accordance
with rules and laws established by the Florida Department of Agriculture and Consumer Services,"
HANDRAIL DESIGN
1. Handrails sholl be designed and constructed for a concentrated load of 200 Ib applied ot any point and in any direction.
2, Handrails located ather than within dwelling units shall also be designed and constructed for a load of 50 plf applied in
an y dirtection.
3. Loading conditions in notes 1. and 2. above sholl not be applied simutaneously, but each sholl be applied to produce
maximum stress in each of the respective components or any of the supporting components.
4, Contractor sholl submit for approval sealed structural drawings for handrail /guardrail design, including fabrication and
erection details with complete installation instructions prior to installation.
5. Handrails shall extend at least 12" horizontally beyond the top riser of a flight. At the bottom, the handrail shall
continue to slope for 0 distance of the depth of one tread plus 12" from the bottom riser,
6, Handrails, where required along open-sided flights of stairs, sholl be of construction adequate in strength, durability and
attachment for their purposes as prescribed in the 'guardrail design' notes,
GUARDRAIL DESIGN
1. Guardrail systems shall be designed and constructed for a concentrated load of 200 Ib applied at any point and in any
direction at the top of the guardrail.
2, Guardrail systems located other than within dwelling units shall be designed and constructed for a load of 50 plf applied
horizontally at the reguired guardrail height and 0 simultaneous load of 100 plf applied vertically downward at the top of the
guardrail.
3. The guardrail system sholl also be designed and constructed to resist 0 200 Ib concentrated horizontal load applied on a
1 sq ft area at any point in the system including intermediate roils or other elements serving this purpose.
4. Loading conditions in notes 1., 2. and 3. above shall not be applied simultaneously, but each sholl be applied to provide
maximum stress in each of the respective components or any of the supporting components.
5. Contractor sholl submit for approval sealed structural drawings for handrail/guardrail design, fabrication and erection
with complete installation details prior to installation.
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1. APPLY MANUFACTURERS REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER OR CONDITIONER PRIOR TO APPLYING
MATERIAL OR SUBSTANCE IN CONTACT OR BOND.
2, ALL FLOOR PATTERNS ARE TO BE REVIEWED BY THE INSTALLER AND IF THERE ARE ANY DISCREPANCIES BETWEEN THE
FLOOR MATERIAL LAYOUTS AND THE LAYOUT AT TIME OF INSTALLATION THE DESIGNER IS TO BE CONTACTED FOR REVIEW
PRIOR TO PROCEEDING.
3. GENERAL CONTRACTOR TO VERIFY ALL FLOORING MATERIAL TRANSITION POINTS & THRESHOLD MATERIALS W/ ARCHITECT.
4, ALL CARPET TO STONE OR CARPET TO TILE TRANSITIONS TO USE A SCHLUTER EDGE SYSTEM OR EQUAL.
5, ALL STONE & TILE FLOORING TO HAVE "TOOTHPICK" GROUT LINES WHERE POSSIBLE. INSTALLER TO CONSULT W/
ARCHITECT & INTERIOR DESIGNER IF CONDITIONS EXISTS WHERE THIS IS NOT POSSIBLE.
6, VERIFY ALL EXISTING CONDITIONS - FLOOR, PLUMBING, ELECTRICAL ECl
7, FINISH SAMPLES OF CASEWORK STAINS AND PAINTS TO BE PROVIDED PRIOR TO CONSTRUCTION,
8, ALL SURF ACES ARE TO BE CLEAN PRIOR TO APPLYING OR INSTALLING NEXT MATERIAL AND / OR CABINETRY.
9. ANY DEVIATION FROM THE PROVIDED DRAWINGS AND / OR SPECIFICATIONS IS TO BE REVIEWED AND APPROVED WITH
ARCHITECT / INTERIOR DESIGNER / OWNER.
10. ALL APPLIANCES, PLUMBING, AND FIXTURES ARE TO BE INSTALLED PER MANUFACTURERS REQUIREMENTS.
11. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCONTINUED PRODUCTS PRIOR TO THE NEED FOR
INSTALLA TION OF THAT PRODUCT. THIS WILL ALLOW ADEQUATE TIME FOR RE -SELECTION AND OWNER APPROVAL.
12. REFER TO SPECIFICATIONS FOR PLUMBING, APPLIANCES AND FIXTURES SELECTIONS AND REFER TO MANUFACTURER FOR
REQUIREMENTS.
13. GENERAL CONTRACTOR IS TO REVIEW PLUMBING FIXTURE SPECIFICATIONS AND MAKE SURE PLUMBING SUBCONTRACTORS
IS AWARE OF ALL PARTS AND TRIMS REQUIRED FOR FINISHED INSTALLATION.
14, CONTRACTOR TO INSTALL ALL "BY OWNER" PROVIDED LIGHT FIXTURES.
BUILDING INFORMATION
CODES AND STANDARDS:
2001 FLORIDA BUILDING CODE w/2003 REVISIONS
2001 FLORIDA BUILDING CODE - MECHANICAL
2001 FLORIDA BUILDING CODE - PLUMBING
2001 FLORIDA BUILDING CODE - FUEL GAS
2001 FLORIDA FIRE PREVENTION CODE
STANDARD FOR UNSAFE BUILDING ABATEMENT CODE, 1985 EDITION
NFPA 101, LIFE SAFETY CODE, 2000 EDITION
NFPA 70, NATIONAL ELECTRICAL CODE, 2002 EDITION
NFPA 58, LIQUEFIED PETROLEUM GAS CODE, 1999 EDITION
CHAPTER 51, FLOOD PROTECTION, CITY CODE OF ORDINANCES
CHAPTER 53, MARINE IMPROVEMENTS, CITY CODE OF ORDINANCES
STANDARD HOUSING CODE, 1991 EDITION &
CHAPTER 49, CITY CODE OF ORDINANCES
2001 FLORIDA BUILDING CODE, SECTION 3107,
PINELLAS GULF BEACHES COASTAL CONSTRUCTION CODE
FEMA - 13 FLOOD EMERGENCY & RESIDENTIAL REPAIR HANDBOOK
FEMA - 15 DESIGN GUIDELINES FOR FLOOD DAMAGE REDUCTION
FEMA - 54 ELEVATED RESIDENTIAL STRUCTURES
FEMA - 55 COASTAL CONSTRUCTION MANUAL
FEMA - 85 MANUFACTURED HOME INSTALLATION IN FLOOD HAZARD ZONES
FEMA - 100 A UNIFIED NATIONAL PROGRAM FOR FLOOD-PLAIN MANAGEMENT
FEMA - 102 FLOOD-PROOFING NON-RESIDENTIAL STRUCTURES
FEMA - 114 DESIGN MANUAL FOR
RETROFITTING FLOOD-PRONE RESIDENTIAL STRUCTURES
FEMA - 213 ANSI'It:RS TO QUESTIONS ABOUT SUBSTANTIALLY DAMAGED BUILDINGS
FFH - FEDERAL FAIR HOUSING CODE - TITLE VIII OF THE CIVIL RIGHTS ACT OF 1968, AS AMENDED MARCH 6, 1991
ADA - AMERICAN WITH DISABILITIES ACT OF 1990
OCCUPANCY: MIXED FEMA FLOOD ZONE
LEVEL 1 Group S: STORAGE (PARKING-OPEN) ZONE: VE (ELEV. 12')
LEVELS 2-5 Group R: RESIDENTIAL R-2
BUILDING AREA NOTES
FIRST FLOOR
SECOND FLOOR
FLOORS 3-6
TOTAL
CIVIL INFORMATION FOR THIS PROJECT HAS BEEN
SUBMITTED TO CITY OF CLEARWATER FOR SITE
REVIEW UNDER THE WINDWARD PASSAGE AS CASE
NO. FLD2DD3-11059--202 WINDWARD PSG
FOR GENERAL CODE DATA INCLUDING EGRESS AND RATED
WALL LOCATIONS, SEE LIFE SAFETY PLANS ON SHEETS.
FOR WALL TYPE INDICA TORS, SEE SHEETS_____. FOR
WALL TYPE DETAILS SEE SHEETS __' FOR
PEN ETRA TION DETAILS, SEE SHEETS _____,
43000 SF
43000 SF
37220 SF (EACH)
234,880 SF
CONSTRUCllON TYPE
TYPE II - FULLY SPRINKLERED
ARCHITECT:
WALTON H. CHANCEY c!c
ASSOCIATES ARCHITECTS, PA
1860 REPUBLICA DE CUBA
TAMPA, FLORIDA 33605
TEL: (813) 248-9258
FAX; (813) 247-3507
CONTACTS;
LARRY NUZUM, PRINCIPAL IN CHARGE
EMAIL: larrynuzum@chanceydesing.com
MECHANICAL ENGINEER:
MECHANICAL ENGINEERING SOLUTIONS
MECHANICAL ENGINEERING SOLUTIONS
5421 BEAUMONT CENTER BOULEVARD
SUITE 675
TAMPA, FL 33634
TEL: (813) 885-9600
FAX: (813) 884-0045
CONTACT; MARK AWMILLER
Email: mark.awmiller@mech-solutions.com
CONTRACTOR:
VCC CONSTRUCTION
ELECTRICAL ENGINEER:
CONSULTING ENGINEERING GROUP
600 E. LAS COLIN AS BL YD., SUITE 1225
IRVING, TEXAS 75039
TEL; (214) 574-4500
FAX; (214) 574-4506
CONTACT: RYAN S. McCLENDON
EMAIL;RMCCLENDON@VCC2000.COM
CONSULTING ENGINEERING GROUP (CEG)
8840 N. FLORIDA AVE
TAMPA, FL 33604
TEL: (813) 936-0796
FAX; (813) 936-0799
CONTACT; Jim Kill
EMAIL;ceg@gte.net
CIVIL ENGINEER:
NORTHSIDE ENGINEERING SERVICES. INC.
INTERIOR DESIGN:
SANDRA B. CHANCEY INTERIOR DESIGN
601 CLEVELAND STREET, SUITE 930
CLEARWATER, FL 33755
TEL: (727) 443-2869
FAX: (727) 446-8036
CONTACT: DEBRA HARRIS
EMAIL;debra@1orthsideengineering.com
1860 REPUBLICA DE CUBA
TAMPA, FLORIDA 33605
TEL: (813) 247-3203
FAX: (813) 247-6144
CONTACT; CATHERINE CHRISTIE / PRINCIPAL IN CHARGE
EMAIL;cchristie@chanceydesign.com
LANDSCAPE ARCHITECT:
DA V1D CONNER & ASSOCIATES
1404 WEST SWANN AVENUE
TAMPA, FL 33606
TEL; (813) 258-1997
FAX: (813) 254-4194
CONTACT: DAVID CONNER
EMAIL: vince~connerassociates.com
STANDARD SYMBOLS
OQO ROOM IDENTIFICATION SYMBOL
(2) DOOR IDENTIFICATION SYMBOL G)
0 WINDOW IDENTIFICATION SYMBOL
[2] 1
KEY NOTE '~2
& REVISION SYMBOL 3
0 WALL TYPE INDICATOR ~
(0 COLUMN MARKER
~ BUILDING SECTION MARKER
WALL SECTION MARKER
DETAIL MARKER
INTERIOR ELEVATION SYMBOL
ELEVATION MARKER
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRiGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTiON AS AND
"ARCHrrECTURAL WORI<" UNDER SECTION 102 OF THE COPYRiGHT ACT, 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHrTECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDes BUT is NOT UMlTEO TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES ANa elEMENTS OF THE DESIGN.
----,
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
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PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
03540
---
CONSTRUCTION DOCUMENTS
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REVISION #29 - OCT 23, 2006
FENCE AND GA TE REVISIONS
SCALE; 1" = 20' - 0" WHEN PLOTTED AT 24 X 36
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BPRC Submital: 03540
Date Plotted: November 09. 2006
Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
CONSTRUCTION DOCUMENTS
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Date Issued: January 10, 2005
LATEST REVISION DATE
Bldg Dept Comments, June 9,2005
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
Addendum #2 - Feb 14,2005
Addendum #3 - March 30, 2005
CW'.{;:~Lt'6~~6~ ~~c~~e
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Bldg Dept Camments, May 18,2005
A-101
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
Health Dept. Fence Rev's. Oct 23,2006
Rev #30 - November 13.2006 History Set
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WALTON H. CHANCEY & ASSOCIATES
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Phone 850-231-2057 Fax 850-231-3553
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECllON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
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BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LA TEST REVISION DATE
~ Bldg Dept Comments. May 18,2005
03540
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER, 1990 ANO KNOWN AS ARCHrTECTURAl. WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF lHE DESIGN.
Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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BPRC Submital:
Date Plotted: November 08. 2006
Date Issued: January 10. 2005
LATEST REVISION DATE
& ~Idg Dept Comments. May 1~. 200,;-
03540
CONSTRUCTION DOCUMENTS
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Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> 2000 THESE PLANS ARE COPYRiGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"AIlCHrrECTURAL WORK" UNDER SECTION 1 02 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT is NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
ARRANGEMENT ANO COMPosmON OF SPACES AND elEMENTS Of lHE DESIGN,
03540
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CONSTRUCTION DOCUMENTS
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
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LATEST REVISION DATE
Jul y 20, 2006
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CODE DATA
LEGEND
References:
1) Florida Building Code - 2001 Edition with 2003 Revisions- (FBC)
2) Florida Fire Prevention Code - Latest Edition
3) Federal Fair Housing Act - Latest Edition - (FFHA)
4) Americans with Disabilities Act - Latest Edition - (ADA)
Proposed Fire Resistance Ratings - Exterior Non-Bearing Walls:
1) NORTH - 30'+ requires non-combustible construction with unlimited openings.
2) SOUTH - 30'+ requires non-combustible construction with unlimited openings.
3) EAST - 30'+ requires non-combustible construction with unlimited openings,
4) WEST - 30'+ requires non-combustible construction with unlimited openings.
Occupant Load (Table 1003,1):
1 ) For Parking areas: 200 GSF per person.
2) For Residential areas: 200 GSF per person.
3) For Storage areas and mechanical rooms: 300 GSF per person,
4) See Exit Tabulation Table in legend for exact egress requirements.
RESIDENTIAL OCCUPANCY - GROUP R
SUBCLASSIFICATION GROUP R2 MULTIPLE DWELLING WHERE
THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE.
Occupancy:
1) Mixed use building with Storage (Enclosed Parking) & Residential (R2) with Assembly (Accessory Occupancy)
Parking Level 43000sf/200 SF per person = 215 persons
Level 2 (First Residential Level) 37220 SF /200 SF per person = 186 persons
Level 2 Club Room 1962sf/15 SF per person = 130 persons
Level 3-6 37220 SF /200 SF per person = 186 persons
ill
2) Per Section 303.1 the most restrictive type of construction, building limitations, fire sprinkler requirements, standpipe requirements and alarm
. equirements shall take precedence.
3) 1 st Floor - Storage (Enclosed Parking),
o I I , s Iy Accessory Occupancy)
5) 3rd-6th Floors - Residential (R2)
Construction Type: (Table 500)
1) Construction Type shall be Type I Sprinklered.
2) Allowable S & R - Maximum height not limited; Maximum stories not limited; Maximum area, multi-story unlimited.
3) Actual Storage - 43,000 GSF 1st Floor
, , Gat I rs 37220 GSF (each)
5) Actual Assembly (Accessory Occupancy) - 1962 GSF 2nd Floor.
er . I and area limitations applying to the principal use. (Principal use is
Residential.)
Exit Access Corridor Fire Ratings (Table 704.2.4):
1 ) For Storage less than 30 persons, sprinklered: 0 Rating.
2) For Storage more than 30 persons, sprinklered: 0 Rating.
3) For Residential R2 less than 10 persons, sprinklered: 0 Rating.
4 ) For Residential R2 10 or more persons, sprinklered: ~ Hour,
5) For Assembly A2 30 or more persons, sprinklered: 1 Hour.
6) Exit access walls not required to be rated in a sprinklered building shall resist the
passage of smoke.
Arrangement and Number of Exits (Table 1004):
1 ) From the most remote point in floor area, room or space served to nearest exit,
measured along the line of travel. See Life Safety Plans for these dimensions by floor.
2) Storage Occupancy requires: 400 feet maximum travel distance; 50 feet maximum
dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor
width 44"; minimum door opening 32"; minimum stair width 44".
3) Residential Occupancy requires: 325 feet maximum travel distonce; 20 feet moximum
dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor
width 44"; minimum door opening 32"; minimum stair width 44".
4) Assembly Occupancy requires: 200 feet maximum travel distance; 20 feet maximum
dead end corridor; .2 egress width level and .3 egress width at stairs; minimum corridor
width 44"; minimum door opening 32"; minimum stair width 44".
5) Section 303.1 mixed use building requirements require use of most stringent exit
requirements.
6) Minimum number of exits: 2 required.
Exiting Capacity East Stair 140 persons
Exiting Capacity West Stair 140 persons
Exiting Capacity Club Room 720 persons
Exiting Capacity
Total 2nd Floor (First Residential Level) 1000 persons
Exiting Capacity East Stair 146 persons
Exiting Capacity West Stair 146 persons
Total 3rd - 6th Floor 292 persons
NOTE: REFER TO SHEETS A-521 THRU A-522 FOR WALL TYPES
AND BEARING, NON-BEARING WALL LOCATIONS.
Shaft Enclosures (Table 705.1,2):
1) Stairways, exits and elevators 4 or more stories: 2 Hour with 1-1/2-Hour opening
protectives.
2) Fire Walls: 4 Hour with 3 Hour opening protectives.
3) Tenant Space: 1 Hour with 3/4 Hour opening protectives.
4) Exit Access Corridors: ~ Hour with 20 minute opening protectives.
5) Trash Chute Access & Termination Rooms: 1 Hour with ~ Hour opening protectives,
6) Per 705.2.3,2 shaft enclosure construction shall be of non-combustible construction
materials.
Exit Path of Travel:
1) Per 1004.1.3 common path of travel shall not exceed 75 feet.
2) Per 1026.7 in R2 occupancies maximum common path of travel shall be 50 feet in
sprinklered buildings.
3) Per 1004.1.4 (EXCEPTION) the minimum separation distance between two exits when
two exits are required shall be at least ~ the length of the maximum overall diagonal
dimension of the building or area to be served.
4) Per 1005.4.1 (EXCEPTION 1) No emergency escape required from sleeping rooms.
5) Per 1012.1 ,8 two release operations for locks in residential entry doors is allowed per
the exception.
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Required Fire Resistance Ratings (Table 600):
1) Party Fire Walls: 4 HR (M), 4 HR (RA&S).
2) Interior Bearing Walls supporting more than one floor: 3 HR (R&S).
3) Interior Bearing Walls supporting one floor only: 2 HR (R&S).
4) Interior Bearing Walls supporting roof only: 2 HR (RA&S).
5) Interior Non-Bearing partitions per Section 609.2.4.
6) Columns supporting more than one floor: 3 HR (RA&S).
7) Columns supporting one floor only: 32 HR (R&S),
8) Columns supporting roof only: 2 HR (R&S).
9) Beams, Girders, Trusses and Arches supporting more than one floor: 3 HR (R&S),
10) Beams, Girders, Trusses and Arches supporting one floor only: 2 HR (R&S).
11) Beams, Girders, Trusses and Arches supporting roof only: 1 HR (R&S).
12) Floor and Floor/Ceiling Assemblies: 2 HR (R&S).
13) Roofs and Roof/Ceiling Assemblies: 1 HR (R&S).
14) Exterior Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 4 HR R&S (0% Openings Allowed),
15) Exterior Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 4 HR R&S (10% Openings Allowed).
16) Exterior Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 4 HR R&S (20% Openings Allowed).
17) Exterior Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 4 HR R&S (40% Openings Allowed).
18) Exterior Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: 4 HR R&S (No limit on Openings Allowed).
19) Exterior Non-Bearing Walls and Gable Ends of Roof with 0 feet to 3 feet horizontal separation: 3 HR R&S (0% Openings Allowed),
20) Exterior Non-Bearing Walls and Gable Ends of Roof with over 3 feet to 10 feet horizontal separation: 2 HR R&S (10% Openings Allowed).
21) Exterior Non-Bearing Walls and Gable Ends of Roof with over 10 feet to 20 feet horizontal separation: 2 HR R&S (20% Openings Allowed).
22) Exterior Non-Bearing Walls and Gable Ends of Roof with over 20 feet to 30 feet horizontal separation: 1 HR R&S (40% Openings Allowed),
23) Exterior Non-Bearing Walls and Gable Ends of Roof with over 30 feet horizontal separation: Non Combustible (No limit on Openings Allowed)
Occupant Load (Table 1003.1):
1) Far Parking areas: 200 GSF per person.
2) For Residential areas: 200 GSF per person.
3) For Storage areas and mechanical rooms: 300 GSF per person.
4) See Exit Tabulation Table for exact egress requirements.
Other Requirements:
1) Per 1511.2.1 rooftop structures in Type I construction, the exterior walls and roofs of
structures which are more than 5 feet and less than 20 feet from a common property
line or assumed property line shall be minimum 1-hour non-combustible construction.
Over 20 feet non-combustible construction is allowed,
2) Per Table 1511.7 raised curbs and equipment structures a minimum of 8 inches above
the roof surface beneath units and higher based on Table 1511.7 requirements.
3) Follow requirements for large and small missile impact resistance.
Interior Finishes (Table 803.3):
1) Minimum interior finishes for S & R2: At Exit - Class C; at exit access - Class C;
at other spaces - Class C.
GO
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Fire Protection Requirements:
1) Residential & Storage occupancy shall require NFPA 13 system,
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REV/SION #4 - MA Y 18, 2005
CLARIY TRA VEL DISTANCE, REV/SED HC RAMPS
FIRE EXTINGUISHER CABINET
REVISION 3
ADDENDUM #3 - MARCH 30, 2005
DELETE MERCANTILE REFERENCE
REVISE LOCA TlON OF RAMP
CLARIFY ASSEMBL Y OCCUPANCY LEVEL
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
_._.~-----
LATEST REVISION DATE
& Addendum #2 - Feb 14, 2005
Addendum #3 - March 30, 2005
03540
CONSTRUCTION DOCUMENTS
-- ---, ---,------ ----
-
A-l 05
I U_
Rev #30 - November 13, 2006 History Set
I Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
deJiiide,t')
V'. (;'~
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 M1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
'~"'.",.- ."''''',' ,.""w
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PROJECT NO. 03540 I
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGfiT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
Bldg Dept Comments, May 18.2005
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RESIDENTIAL OCCUPANCY - GROUP R
SUBCLASSIFICA TION GROUP R2 MULTIPLE DWELLING WHERE
THE OCCUPANTS ARE PRIMARY PERMANENT IN NATURE.
Parking level 43000sf/200 SF per person = 215 persons
level 2 (First Residential level) 37220 SF /200 SF per person = 186 persons
Level 2 Club Room 1962sf /15 SF per person = 130 persons
level 3-6 37220 SF /200 SF per person = 186 persons
Exiting Capacity East Stair 140 persons
Exiting Capacity West Stair 140 persons
Exiting Capacity Club Room 720 persons
Exiting Capacity
Total 2nd Floor (First Residential Level) 1000 persons
Exiting Capacity East Stair 146 persons
Exiting Capacity West Stair 146 persons
Total 3rd - 6th Floor 292 persons
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
BUILDING DEPARTMENT COMMENTS
JUNE 20. 2005
03540
CONSTRUCTION DOCUMENTS
-- --- _ ._u_~ _ _~____ _ _____ .
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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Phone 850-231-2057 Fax 850-231-3553
;))JL~#'- tZ:;1uu?J "')
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"ARCHrTECTURAL WORK" UNDER SECTION 1 02 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEM8ER. 1990 ANO KNOWN AS ARCHrrECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
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PROJECT NO, 03540
Rev #30 - November 13. 2006 History Set
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WALTON H. CHANCEY & ASSOCIATES
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BPRC Submital: 03540
Date Plotted: November 10, 2006
1860 Republica de Cuba Tampa, Florida 33605
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
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03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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A- 112
C m3 THESE PLANS ARE COPYRIGHTED AND ARE SUI\JECT TO COPYRIGHT PROTECTION AS AND
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19\10 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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Phone 850-231-2057 Fax 850-231-3553
03540
--
CONSTRUCTION DOCUMENTS
--
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SEPTEMBER 28. 2006 RFI #181
RELOCATION OF FIRE EXTINGUISHER CABINETS
C~;')4<#__, Ce3;?J'.) .".,.... ...'..,...
I., ?'M:~1'lt!lI .."..:::rtJ1&lJ~ I
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJEcr TO COPYRIGHT PROTECTION AS AND
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WHEN PLOTTED AT 24 X 36
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32'
SCALE: 1/16" l' 0" WHEN PLOTTED AT 24 X 36
16'
Keyplan
1'\-
0' 4'
32'
03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Addendum #2 - Feb 14, 2005
JULY 28, 2006
od..,. ,,_,~~idt;lQ
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CONSTRUCTION DOCUMENTS
------,,,-
Rev #30 - November 13, 2006 History Set
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 1 08 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
-- ,----,-----
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A- 11 7
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECnON 102 Of THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
-
PROJECT NO. 03540
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ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE
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LIGHTING SPEC/FICA T10NS PAGES 1 through 4
BPRC Submital:
Date Plotted: November 09. 2006
Date Issued: January 10,2005
LATEST REVISION DATE
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 1003 THESE PLANS ARE COPYRIGHTID AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
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5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
A A A A A B H
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CXlO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO" AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES ANO elEMENTS OF THE DESIGN.
SECOND FLOOR
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
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Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
Rev #30 - November 13.2006 History Set
REV/S/ON 2
ADDENDUM #2 - FEB, 14, 2005 LlGTH/NG CLARIFlCA TlONS.
ADDED LIGHTING NUMBERS TO COORDlNA TE WITH THE
SPEC/FICA TlON SECTION SEE SECTION 16000
LIGHTING SPEC/FICA TlONS PAGES 1 through 4
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COORDINA TE STRUCTURAL
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02003 THESE PLANS ARE COPYRIGHTEO AND ARE SU8JECT TO COPYRIGHT PROTECTION AS AND
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DECEM8ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WEll AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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BPRC Submital:
Date Plotted: November 08. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
4 Bldg Dept Comments. May 18.2005
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16'
ANSWER TO RFI #221
REV/SION #27 - Oct 5, 2006 - ASI-047
REVISED COLUMN THICKNESS ON GARAGE LEVEL
TO MA TCH FLOOR PLANS
'I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDEll
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
03540
-----.
CONSTRUCTION DOCUMENTS
--~--,-,--
ELEV AliGNS
-
A-201
DECOR A TIVE FOAM I .
TRIM TYPE 4, SIM. ~/
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REVISION #4 - MA Y 18, 2005
REVISED MINIMUM BOTTOM OF smUCTURE (FEMA)
TO EL. 13. 0' N. G. V.O.
I Keyplan
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
4 Bldg Dept Comments. May 18.2005
(1) v:: EST ELEVATION A T ~~T,I/~ 1'-0.
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A' 2' 8' 16'
WHEN PLOTTED AT 24 X 36
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
.....1.'..JepidQQ
v p~
~,~
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1860 Republica de Cuba Tampa, Florida 33605
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C2003 THESE PLANS ARE COPYRIGHlED AND ARE SUBJECT TO COPYRIGHT PROTEcnON AS AND
"ARCHITECTURAL WORK" UNDER SECTlON 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
PROJECT NO" 03540
L
Rev #30 - November 13. 2006 History Set
03540
CONSTRUCTION DOCUMENTS
~----
EAST ELEVATION
--
A-202
XREFS:
TILB
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1 BENJAMIN MOORE HC-93 CARRINGTON BEIGE
2 BENJAMIN MOORE HC-98 PROVIDENCE OLIVE
3 BENJAMIN MOORE 2111- 70 CALM
4 MATCH NATURAL PRE-CAST FINISH
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I PROJECT NO. 035401
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10,2005
lATEST REVISION DATE
03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I
I Keyplan
!
CONSTRUCTION DOCUMENTS
EAST ELEVATION
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
Paint Colors Issued: May 25, 2006
Paint Colors Reissued: October 4. 2006
A-202-P
'L
C 2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
OECEMBER. 1990 ANO KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
Rev #30 - November 13. 2006 History Set
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ANSWER TO RFI #221
REVISION #27 - Oct 5, 2006 - ASI-047
REV/SED COLUMN THICKNESS ON GARAGE LEVEL
TO MATCH FLOOR PLANS
- --~
-
HE'GHT LIMITER (A ENTRY ONLY)
4" PVC PIPE w/pvt CAPS, PAINTED TO MATCH STUCCO. PIPE
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REV/SION #11 - JANUARY 24, 2006
REV/SED CEILING HEIGHT AND ARCHED WINDOW
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BWC DEPT COMMENTS 4
REV/SION #4 - MA Y 18, 2005
REV/SED MINIMUM BOTTOM OF STRUCTURE (FEMA)
TO EL 13.0' N.G. V.D,
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Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
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5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
4 Bldg Dept Comments. May 18,2005
---
11 Revision # 11 - January 24, 2006
ASI-047 Answers RFl-221 10/05/06
A - 203
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEM8ER, 1990 AND KNOWN AS ARCHrlCCTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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WALTON H. CHANCEY & ASSOCIATES
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O/A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS A~E COPYRIGHTEO AND ARE SUBJECT TO COPYRIGHT PROTECl10N AS AND
"A~CHITECTURAL WORK" UNDER SECl10N 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECl10N ACT OF
1990 THE PROTECTION INCLUDES BUTlS NOT LIMITED TO THE OVE~ALL FORM AS WB.L AS THE
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Date Plotted: November 08, 2006
Date Issued: January 10. 2005
LATEST REVISION DATE
Paint Colors Issued: May 25, 2006
Paint Colors Reissued: October 4, 2006
Rev #30 - November 13, 2006 History Set
03540
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Phone 850-231-2057 Fax 850-231-3553
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
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Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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03540
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAI785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231...3553
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1860 Republica de Cuba Tampa, Florida 33605
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5365 E Cty Hwy 3D-A, Suite 108 Sea grove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
Paint Colors Issued: May 25, 2006
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SEC110N 102 OF THE COPYRIGHT ACl, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHTEClURAl WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCWDES BUT IS NOT UMlTED TO THE OV~ALl FORM AS WI'LL AS THE
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Date Issued: January 10, 2005
LATEST REVISION DATE
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Rev #30 - November 13, 2006 History Set
03540
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3Q-A. Suite 108 Seagrove Beach. FL 32459
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Date Issued: January 10, 2005
LATEST REVISION DATE
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C>:lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
OECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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LATEST REVISION DATE
03540
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A-209
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5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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TYP. NORTH-SOUTH BUILDING SECTION
BLOC DEPT COMMENTS 4
REVISION #4 - MA Y 18, 2005
REV/SED MINIMUM BOTTOM OF STRUCTURE (FEMA)
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3/16" = 1'-0" WH~!1 PLOTTED AT 24"x36"
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
03540
,-,~-'-
CONSTRUCTION DOCUMENTS
.-
4 Bldg Dept Comments. May 18.2005
-
SECTION
--
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3Q-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
c ~ THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYIlIGHT PI!OTECTION AS AND
.'ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
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LATEST REVISION DATE
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REV/SION #4 -- MA Y 18, 2005
REV/SED MINIMUM BOTTOM or STRUCTURE (rEMA)
TO fL. 13.0' N,G. V.D,
E-~J
BUILDING SECTION
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
& Bldg Dept Comments, May 18.2005
03540
---
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CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
SECTION
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"ARCHITECTURAL WORK" UNDER SECnON 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
19'10 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
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CONSTRUCTION DOCUMENTS
WALL SECTIONS
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A-31 6
Rev #30 - November 13. 2006 History Set
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A_Units-2
A_FPI
A_Units-3
LFum-2
IJum-3
TILB
A_FP2
A_FP-PEN
A,RnishLeg
A_Dims
A....FP-Symb
S_Col-2
S_Col-3~
TILB - B.5 x
1.1 NIT FINISH SCHEDULE UNIT A
1 land I WALLS CEILING
1----
ROOM NO ROOM NAME FLOOR I BASE N S E W TRIM MATL HEIGHT FINISH NOTES
A101 FOYER T WD PT1 PT1 PT1 I PT1 PT2 PT2 NOTE 3 NOTE 4
._____~____u._ I
A102 HALLWAY T WD PT1 I PT1 : PT1 I PT1 PT2 PT2 NOTE 3 NOTE 4
--- -" --~ ~~- ~ - r-'
A103 CLOSET T WD I PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
f-------, - I
-- ! -
A104 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
-, --
A105 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
----- -----.-- 1---'
A106 DRESSI NG CPT WD PT1 ! PT1 PT1 PT1 PT2 PT2 ! NOTE 3 NOTE 4
--------------,. -- - -- - I
A107 CLOSET CPT WD PT~ PT1 PT1 I NOTE 4
I PT2 PT2 NOTE 3
----~, -~-~ --
A108 CLOSET ; CPT ! WD
PT1 PT 1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
A109 I BATH '------rr ! I
T PT1 ! PT1 I PT1 I PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7
I
A110 BEDROOM CPT I WD I PT1 I PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
-- --.--.- -~ , -I-
A 111 CLOSET CPT WD PT1 PT1 I PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
,
A112 BATH T T PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1 & 4
---- '-----------
A113 LAUNDRY I -
T WD PT1 PT1 PT1 . PT1 PT2 PT2 NOTE 3 NOTE 4 & 7
,------,,-, ",- --
----.-.. - ~;-E-r
A114 POWDER BATH T WD PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7
m_~______,__
A115 I WALK IN CLOSET CPT i WD PT1 PT1 i PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
A116 TOILET T WD PT1 PT1 PT1 PT1 PT2 PT2 ! NOTE 3 NOTE 4 & 7
n_.u
'"
A117 MASTER BATH T WD PT1 ! PT1 PT1 PT1 PT2 PT2 . NOTE 3 NOTE 4 & 7
_u_ ---~-_..-
A118 LINEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
A119 _,_ I WALK IN CLOSET CPT WD PT1 PT1 PT1 i PT1 PT2 PT2 NOTE 3 NOTE 4
A 120 I CLOSET CPT WD PT1 PT1 I . NOTE 4 '
PT1 PT1 PT2 PT2 NOTE 3
------________.l-----_ ____ '_n f---' l--,
I --
A121 DRESSING CPT WD PT1 ! PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
- I ------
A122 I BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
-,
-
A123 MEDIA ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
--~----------- --,
A124 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
A125 DINING ROOM CPT J WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
A126 LIVING ROOM CPT I WD PT1 I PT2
PT1 PT1 PT1 PT2 NOTE 3 NOTE 4
SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
, -
WD WOOD
PT PAINT
VB VINYL BASE
WC I WALLCOVERING
T I TILE
ST STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL GLAZING
S STONE
--
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM ~ ITEM MOUNTING HEIGHT A.F.F.
ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-2! 18" TOWEL BAR r---a. 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR .&. '" 54" TO TOP OF UNIT
IT8J 30" TOWEL BAR - - 54" TO TOP OF UNIT
ITA-51 TOWEL RING ..... 59" TO TOP OF UNIT
ITA-61 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD
ITA-B I NOT USED
ITA-9! SOAP DISH Cl 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-l~ MIRROR
~ MIRROR
~A-1D~ MIRROR
ITS!J DOUBLE TOWEL BAR . . 54" TO TOP OF UNIT
ITA-121 GLASS SHELF I I '54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR - - 54" TO TOP OF UNIT
rTA=T51 . SURFACE MOUNTED SOAP DISP.
[TA=16] !
TA-16 TOILET TISSUE CABINET
~ PAPER TOWEL/WASTE
fTA=18l SANITARY NAPKIN DISP.
~ 42"GRAB BAR
~ 36" GRAB BAR
IrA=22l SOAP /SHAMPOO DISPENSER 2 PER SHOWER HEAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GlAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAME
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZI NG
I
A I IMPACT RESISTANT GLASS
I
B FIRE RATED
C i CLEARED GLASS
D TEMPERED GLASS
UNIT DOOR SCHEDULE
DO~R SIZE I DOOR FRAM E LABEL GLAZE DETAILS IHDWR
TYPE TYPE TYPE HFAD .IAMR THRES. SET REMARKS
A101 3'-0" x 8'-0" 1-3/4" G HM3 NR 3/A-501 1/A-501 2/A-501 19 SEE SPECS
A103 2'-3" x 8'-0" (PAIR) 1 -3/8" B WD 3/A-525 ----
NR NA 1/A-525 2/ A-525 20
A104 2'-3" x 8'-0" (PAIR) 1 -3/8" D WD NR NA 3/A-525 1/A-525 2/ A 525 20
A105 2'-10" x 8'_0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21
A107 2'-8" x 8'-0" (PAIR) 1 -3/8" -:-
E WD NR NA . 6/A-525 4/A-525 5/A-525 22
A108 2'-8" x 8'-0" (PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
A109 2'-10" x 8'-0" 1 -3/8" --------
B WD NR NA 3/A-525 1/A-525 2/A-525 21 !
A110 3'-0" x 8'-0" 1-3/8" ! I
B WD NR , NA 3/A-525 1/A-525 2/ A 525 21
A 111 3'-0" x 8'-0" (PAIR) 1 -3/8" -
E WD NR NA 6/A-525 4/ A-525 5/A-525 22
,
A112 2'-10" x 8'-0" 1-3/8" I --
B WD NR NA 3/A-525 ! 1/A-525 2/ A-525 21
2' -10" x 8'-0" ----
A113 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A 525 23
A114 2' -10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
A115 2' -10" x 8'-0" 1 -3/8" -~
B WD NR NA 3/A-525 1/A-525 2/A-525 23
A116 I 2'-10" x 8'-0" .1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
A117 2'-10" x 8'_0" '1 -3/8" -- - --,-
i B WD NR NA 3/A-525 1/A-525 2/A-525 ! 21
A118 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/ A 525 23
A119 2'-10" x 8'-0" 1 -3/8" E WD I NR NA 3/A-525 1/A-525 2/A-525 23
A120 3'-6" x 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
2'-0" x 8'-0" (PAIR) -- - --, -- --
A122 1 -3/8" B WD NR NA 3/A-525 1/A-525 21 A-525 24
A122A 10'-0" X 8'-0" 1-3/4" 111/A-501 -- ---,-
J AL NR 12/A-501 13/A-501 1 1
A123 2' -10" x 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 r 2/ A-525 24
A125 14'-0" x 8'-0" 1 -3/4"1 K AL NR 12/A-501 13/A-501 ! 11/A-501 11
I I ---.-. ---
!
NOTE. FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
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A_FPI
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IJum-2
I,Fum-3
TILB
A_FP2
A_FP-PEN
A_RnishL
A_Dims
A....FP-Sym
S_Col-2
5_ Col-3-6
TILB - 8.5
.E ~nd FINISH SCHEDULE
UNIT UNIT A
11 land WALLS I CEILING
I I
, I I
ROOM NO I ROOM NAME FLOOR BASE N S E W TRIM MATL HEIGHT FINISH NOTES
!FOYER =-I~_ I 1 PT1 I NOTE 4
A101 WD PT1 I PT1 PT1 PT2 PT2 NOTE .3
I
I-------~ I NOTE _~~OTE 4
A102 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2
I--~~-'" ~-,~-- - -
A103 CLOSET . T WD PT1 PT1 PT1 PT1 PT2 PT2 ,NOTE .3 NOTE 4
1--, . I ~~CHANICAL -=[ I PT1
A104 WD PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
I . NOTE 4
A105 BEDROOM ,CPT WD I PT1 PT1 PT1 PT1 PT2 I PT2 NOTE .3
C------- -'------ ~, -
~1 06 -----t DRESSING CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
, I NOTE 4
I CPT WD PT1 i PT1 PT1 PT2 PT2 NOTE .3
A 107 I CLOSET I PT1 I
f---- ~ -+-=-=-=-- ----, I CPT I PT1 I NOTE 4
A108_~SET WD PT1 PT1 PT1 PT2 PT2 NOTE .3
A109 BATH T T ' PT1 I PT1 PT1 PT1 PT2 PT2 NOTE .3 i NOTE 1.4 Be 7
~-- i-BEDROOM I CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
~1]_1~l CLOS,ET CPT WD PT1 I PT1 PT1 PT1 PT2 PT2 NOTE .3 , NOTE 4
A112 I BATH I ~ T PT1 PT1 PT1 I PT1 PT2 PT2 NOTE .3 NOTE 1 Be 4
A113 j LAUNDRY WD PT1 I PT1 I PT1 PT1 PT2 PT2 NOTE .3 I NOTE 4 Be 7
'A1-14-- POWDER BATH 'T WD PT1 I PT1 PT1 PT1 PT2 PT2 ,NOTE .3 NOTE 4 Be 7
^.115.. i WALK..IN ~OSET I~PT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
'--t--
A116 TOILET =. I~ WD PT1 I PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4 Be 7
~!JJ-----1- MASTER BATH , T WD PT1 I PT1 PT1 PT1 PT2 PT2 NOTE .3 i NOTE 4 Be 7
, A 1.18 LINEN .-- ---fl ... WD PT1 I PT1 PT1 · PT1 PT2 PT2 NOTE .3 I NOTE 4
-, ~-
~~ 1~__~ALK IN_CLOS,~ C~ WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 I NOTE 4
,~~~~=~:~NG=_ . I~:~ WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
WD PT1 PT1 PT1 i PT1 PT2 PT2 NOTE .3 i NOTE 4
I
A122 BEDROOM ~PT WD PT1 · PT1 ' PT1 PT1 PT2 PT2 NOTE .3 I NOTE 4
A1'23--t MEDIA ROOM : CPT I NOTE 4
WD PT1 PT1 PT1 . PT1 PT2 PT2 NOTE .3 I
A124 ,KITCHEN ~ WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
A125 ~ DINING ROOM ~- _ I CPT WD I PT1 PT1 PT1 PT1 I PT2 PT2 I NOTE .3 I NOTE 4
A 126 . LIVING ROOM CPT WD PT1 I PT1 I PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
"y.
I
SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
--
WD WOOD
--
PT PAINT
VB VINYL BASE
WC WALLCOVERING
T TILE
ST STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL ' GLAZING
S STONE
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS &: FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
~\::2J -
- -
-
El-
,@L/
LAUNDRY
~"
TOilET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM n ITEM MOUNTING HEIGHT A.F.F.
ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-21 1 8" TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR .10 ... 54" TO TOP OF UNIT
ITA-41 30" TOWEL BAR .L .L 54" TO TOP OF UNIT
ITA-51 TOWEL RING .-. 59" TO TOP OF UNIT
ITA-51 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD
ITA-8 I NOT USED
ITA-9 I SOAP DISH CJ 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-IOI MIRROR
~A-10A1 MIRROR
~A-10~ MIRROR
ITA-ll I DOU BLE TOWEL BAR J. J. 54" TO TOP OF UNIT
ITA 121 GLASS SHELF I I 54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR .&. .. 54" TO TOP OF UNIT
~ SURFACE MOUNTED SOAP DISP.
rTA=16l TOILET TISSUE CABINET
fTA=i71 PAPER TOWEL/WASTE
~ SANITARY NAPKIN DISP.
ITH9l 42"GRAB BAR
ITHl 36" GRAB BAR
IrA=221 SOAP ISHAMPOO DISPENSER 2 PER SHOWER HEAD
FINISH NOTES
1 . HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &:
BATHROOMS
T '"
~" I
I
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR lEGEND
DOOR &: FRAME
WD WOOD
HM I HOLLOW METAL
AL ALUMINUM
GLAZING
A IMPACT RESISTANT GLASS
B FIRE RATED
C CLEARED GLASS
D I TEMPERED GLASS
-
I
I Hi.
I
I
-:If'
UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAME LABEL GLAZE DETAILS HDWR REMARKS
TYPE TYPE TYPE HFAn JAMB TH R ES. SET
A101 3'-0" X 8'-0" 1-3/4" G I HM3 NR 3/A-501 1/A-501 2/A-501 19 SEE SPECS
--------
A103 2'-3" X 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A~~1 ~?~ 1_ ..
A104 2'-3" X 8'-0" (PAIR) 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 20
--------
A105 I 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 ~~:=:~: j ~tt- .- - -
._-~-
A107 2' -8" X 8'-0" (PAIR) 1-3/8" E WD , NR NA 6/A-525 4/A-525
A108 2' -8" X 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 ' 22
f------~-----"-,_
A109 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
'--
A110 3'-0" x 8'-0" .1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
11-3/8" ---"-"-
A 111 3'-0" X 8'-0" (PAIR) E WD NR NA 6/A-525 4/A-525 5/A-525 22
-
A112 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
~ f-----
A113 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
--
A114 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
--
A115 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23 ,
A116 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
A117 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
,--
A118 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
_.~-~-
A119 2'-10" x 8'-0" 1-3/8" E WD NR NA 3/A-525 1/A-525 2/A-525 23
A120 3' -6" x 8'-0" (PAIR) 1-3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
A122 2' -0" x 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24
~~-~--~
A122A 10' -0" x 8'-0" 1-3/4" J AL NR 12/A-501 13/A-501 11/A-501 11
I
A123 I 2'-10" x 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 .~A~525 24
'-----,~
A125 14'-0" x 8'-0" 11-3/4" K AL NR 12/A-501 13/A-501 11
, 11/A-501 ---
NOTE: FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
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5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Addendum #2 - Feb 14,2005
4 April 6, 2006
03540
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SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36
;---o:J]J ,~
/ TYPICAL / TYPICAL
/ /
I I 1/
/
I n/
/ I I
. /
! /~ ,...J
II I- T
u ___ _ jn___ / I~
TYPI
/
, / I
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----- :::'1
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to
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I ~
,I I
,
10
CAL
"00
I
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~
I
<0
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BATH
CD BATH
SCALE' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36
;--C:IITI
/ TYPICAL
/
1
.
co
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rn
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TYPICAL
&
REVISION 13
CLARIFY DIMENSIONS
SCALf' 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36
~e~ide'h
.. .... .. .""#:~.
~ ......,. '~
'!C \$1
L... ~.'
f""l il't
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
PROJECT NO. 03540
Rev #30 - November 13. 2006 History Set
08/0912005 - RFI #3 MIRROR REVISION
Revision # 13 - March 28, 2006
Revision #26 - September 6, 2006
~r' ...'~' "mu", ""*)
., ...,. ... .. ...., ....~2 .
C" . e:jfK<.t'<<llc.e;'$fe~tf ~;JdC~l~''e I
'J:/T'
03540
CONSTRUCTION DOCUMENTS
A-404
XREFS:
A_.FP3
A_Units-2
A_FPl
A_.Units-3
I_Fum-2
I_Fum-3
TTLB
AFP2
A_FP-PEN
~~'~UNIT FINISH SCHEDULE UNIT B
S_.Col-3
TTLB-8.xllland 1 T T I WALLS T CEILING
ROOM NO I ROOM NAME I FLOOR I BASE IN I SET W I TRIM MATL HEIGHT FINISH NOTES
~g_!._,_1 FOY~~__ I----.!-~ WD I PT1 T PT1 T PT1 PT1 PT2 ~PT2 NOTE 3 NOTE 4
J31 ~.. --+S~DR()OM__--1 CPT j WD -2~- PT1 PT1 PT1-1 PT2 _ i . PT2 ] :OTE 3 -+ NOTE .
~~~~_.+!3ATHRO~~ ~ TIT +T1 PT1 PT1 PT1 I PT2 I PT2 I ~OTE 3 I NOTE 1,4 & 7
81 04_ _ I CLOSET .. I CPT I WD I PT1 .jPT1 I PT1 PT1- IPT2 I PT2 NOTE 3 NOTE .
B105 , I CLOSET"., I T WD ~ I PT1 I PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
B1-06-ILAUNDRY---.-~--!~'CT ,W~ I PT1~~T1 : PT2 I PT2 NOTE 3 NOTE 4
,8107_ . ~ HALLWAY::-:-_- +-T l WD IPT1 PT1 I PT1 PT1 I PT2 I PT2 NOTE 3 NOTE' ._
~lOB~WDER BATH . -I. T +-WD ,PT1 + PT1 : PT1 PT1 I PT2 PT2 NOTE 3 NOTE. & 7
B109 MECHANICAL I ,--.2_~ . PT1 ~T1 . PT1 PT1 1 PT2 I PT2 NOTE 3 NOTE 4
8110 NOT USED --I.. -t- i. "-1-;;T1 + PT1--j :
8111 18EDROOM . .. C: _+ :~i2~: ~~l PT1 I PT2 : PT2 NOTE 3 NOTE .
~_1J.~__,_}CLOSET __._~_-+ CPT . ~~ PT~~PT1 I PT2 I PT2 NOTE 3 NOTE 4
~,~ lCLOSET --~---L~~ ~1 I PT1 I PT1 PT1 PT2 I PT2 NOTE 3 NOTE 4
B 114 --+-DRESSING I -~ PT1, PT1 PT1 PT1 PT2 1 PT2 NOTE 3 NOTE 4
:~~-- ~:~Er- - - i ~- L:D j~: I ~; ~; ~: ~:~: :: ::~~; ::::.4 & 7
B 117 KITCHEN -1~ T PT1 PT1 PT1 PT1 I PT2 I PT2 NOTE 3 NOTE 4
B11B-J~'VING ROOM .. _ I CPT I WD J ""- PT1 PT1 ir1}eT2 'PT2 NOTE 3 . NOTE .
':~~~~-=-I::~IN-CLOSET ~ C~ ~: I~; '~i I~; I~; ~; ,:~ ::~; r::~: & 7 ..._
~~~ MASTER BATH I T I WD PT1 PT1 PT1 PT1 PT2 I PT2 NOTE 3 NOTE 4 & 7
Jl1 :23 . ~ WALK IN _ CLOSET .. ~PT _ 1 WD PT1 PT1 PT1, PT1 I PT2 ! PT2 NDTE 3 NOTE .
B124 DRESSING ~~ PT1 PT1 I PT1 PT1 I PT2 I PT2 NOTE 3 r NOTE 4
8125 CLOSET-~~' -+- CPT I WD PT1 PT1 PT1 I PT11 PT2 I PT2 I NOTE 3 I NOTE 4
B 126 MASTER BEDROOM I CPT I WD I PT1 PT1 PT1 PT1 PT2 I PT2 NOTE 3 NOTE 4
SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
WD WOOD
PT PAINT
VB VINYL BASE
WC WALLCOVERING
T TILE
ST STAIN
TA TOILET ACCESSORIES
--
EQ APPLIANCE
'-
GL GLAZING
S STONE
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM h ITEM MOUNTING HEIGHT A.F.F.
!TA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-2! 18" TOWEL BAR ~ '54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR ... -154" TO TOP OF UNIT
ITA-41 30" TOWEL BAR .L - 54" TO TOP OF UNIT
ITA-51 TOWEL RING --. 59" TO TOP OF UNIT
ITA-61 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD
ITA-B I I NOT USED
,'TA-9 I /SOAP DISH 0 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-lol MIRROR ~I-=
~ MIRROR
~A-l0~ MIRROR
ITA-Ill DOUBLE TOWEL BAR .l .1.154" TO TOP OF UNIT
ITA-121 GLASS SHELF I I TO TOP OF UNIT
54"
ITA-131 RESIN TOWEL BAR .L - 54" TO TOP OF UNIT
fTH5] SURFACE MOUNTED SOAP DISP.
fTA=16I TOILET TISSUE CABINET I
rrA=171 PAPER TOWEL/WASTE
fTA=i8I SANITARY NAPKIN DISP.
fTA=19] 42"GRAB BAR
rTA=2Ol 36" GRAB BAR
rrA=22l SOAP /SHAMPOO DISPENSFR 12 PER SHOWER HEAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
B PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAME
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZING --
~~ACT RESISTANT GLASS
B FIRE RATED
C CLEARED GLASS
D 1 TEMPERED GLASS
UNIT DOOR SCHEDULE
DO~ L SI~ _ _
( B101 3'-0" x 8'-0"
~ ^ ~1^0"""""~ ~ J'o..
U I UL L X ts-'"t)
~~l ~~E
G HM3
^ ^ ^
-s WB"-
B WD
E WD
B WD
B WD
B WD
D WD
B WD
E WD
E WD
B WD
B WD
K AL
B WD
B WD
B WD
B WD
E WD
E WD
B WD
J AL
GLAZE I II- ll.1I <.;
~BE.!: 'iiPL LJ~An _ !:MAC:
'HDWR I ^ REMARKS
-,- -= 1/5\
3/A-501 1/A-501 I 2/A-501 16 ISEE SPECS
^- I-^- -- ^ All.. I"^- ~~ ),y.J. ~rLft ./'0 _. /
oJ/ rvLv - I ~~~ ---Z!rJZ.,J. r--21
3/A-525 1/A-525 I 2/A-525 1 21 ' '-
-I ----r-=-- +------,----~~~-~
6/A-525 4/A-525 I 5/A-525 22
3/A-525 1/A-525 1 2/A-525 23
3/A-525 1/A-525 ---L.?/A-525 ~~ ,~,-=
3/A-525 1/A-525 ~/A-525 21 -L--~-___~ _____
3/A-525 _ 1/A-525 I 2/A-525 20-.J
3/A-525 1/A-525 i 2/A-525 21 I
6/A-525 4/A-525 I 5/A-525 22
6/A-525 4/A-525 +-.-5/A-525 _.2~_f-___
3/A-525 1/A-525 I 2/A-525 21 ~
3/A-525 1/A-525 I 2/A-525 __ ~L_____,
12/A-501 13/A-501 !11/A-501 11
3/A-525 1/A-525 --: 2/A-525 21
3/A-525 1/A-525 2/A-525 23
3/A-525 1/A-525 I 2/A-525 23 t---
3/A-525 1/A-525 I 2/A-525! 21__ ~--- _=
3/A-525 1/A-525 --+- 2/A-525 '23
~~:=:~: ~~:=:~:. j ~~:=:~: ~~J ~ - . . -
121A-501 13/A-501 1'/A-50, ~.12 +- -=- . . - .. -
! - -J -
1-3/4"
~ ^ .
- -~/o
20min
...... ./'0 ^ ^
,,' -r'lR"
2'-10" x 8'-0"
B103
B104
B105
B106
B108
B109
B111
B112
B113
B115
B116
A118
B119
B120
B121
B122
B123
B125
B126
B126A
1-3/8"
1-3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1-3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1-3/8"
1-3/4"
1-3/8"
'1 -3/8"
1-3/8"
1-3/8"
1-3/8"
1-3/8"
1-3/8"
1-3/4"
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
3' -0" x 8'-0" (PAIR)
2'-10" X 8'-0"
2'-10" x 8'-0"
2'-10" x 8'-0"
2' -3" x 8'-0" (PAIR)
2'-10" X 8'-0"
2'-8" x 8'-0" (PAIR)
2' -8" x 8'-0" (PAIR)
2'-10" x 8'-0"
2' -3" x 8'-0" (PAIR)
14'-0" x 8'-0"
2'-10" x 8'-0"
2'-10" x 8'-0"
2'-10" x 8'-0"
2'-10" x 8'-0"
NA
NA
NA
NA
NA
NA
NA
--
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
2'-10" x 8'-0"
3' -6" x 8'-0" (PAIR)
2' -0" x 8'-0" (PAIR)
10'-0" x 8'-0"
I
-r-'
I
I
NOTE: FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
I ~
I
f----
J '
. I W
I
13,110.12"
BEDROOM
[BQIJ
~. @)- / ~'-
IIX ~/~'/x/^ i'Y'V"-;;/x"y^" '"
-
rl
o.
11<<
II
;7
J I
1.1
.1,
I I ~ Bti~~o~~MlA~ I: ~-~ II 0 j]- . r I ~ ~ "!TA-51
I ~ ~OJ" 11'-9~'1' _g~4! II)! iT 0 _ ~~
I I~ 1 ~ ~.. ITA-II (bt:.. .1' " <0-1 == I ~ ~e'- U;I
ITA-=:7l aC=t \ ( I l 0 I - I ~1312
~ '<'::s::/; TiHCol ( J II <~ 4'-7" . 2'-312 f- 6'-7" /' 4'-2 12'-11/2"
~ r '.'.: ~~u.'."~ I. '~L~:E; 1 ~' 9 := i~ T1 ~ n- ~ "~IA~~_~2!~IH
L f- W.l.C, 9
~. L!B!l!J ~1D5" ,. "" - '-'08 L II I '-120 I I ~ 6 _ r.--
~~ " 8[ - T]...:7 IT LAUNDRY = l.'oo _ TOIL ~ ~ ~ ~==~~ 5 ;4.-408~1 )/ I
6 -9/2 ~ \ _11~~ 18-1061 - ,[Hill I.~ fr--~..... ,'- ~ II
V-!. 7[ ~\4'-W I .'~. Wf4 I ":::',': '\ ' / /// ! ~
'" ,-, ~-::" -<, ] PO~ER ~A'~I^-5 ' \ - \ \ ' \~II " !
I I .1'-----------/ I \\ '-- \ !-...:K::______o , J / ~. /
" ' ' ~I 7 . I N'<'-"", ~', ... <====:::/ / TA-9 l I //
. >~~xy/. ,> >Ir = ITA-I~ A-4D8 I TA' f- ~ i /
ill~ -' ~ -'.--- I II I I~I I I I I T [ rT [-I 1 IT 1 [ 1 I r rT 1 1'ITl liT I Tl)1' I I
I~~ IFB~;~~I 8106 I. \(elo~"A-Y2" HALl WAY l@"_l/[lO'\
1l..N) r n V. 71' \ '--" ff rS::1n7l 68 - Y"I(' A--4n,q- ,
I i~~ ~ ~]T V ~ 11'-&2" Y I.
I I~ \ b~V:; 8 1-' "i 8" <~ 1 3'-~"
/ . I~ ~" 1(\ MECH ~~ ~ T
r ';'- i ' " ~ 1\..... 'i--J ~ '-'09I::C-= ,~IR'!' - ~ 2'-~" 5'-3" 'II
N.
~ ~w<~\,
1" 5'-71/2,,, o;t ~ KITCHEN
. 8112 '\ \ o;f
A2 I ~ - r / CBTIJ
~1/" 1.... ~ I
!: I' I. 6 -112 h'-1h"...... m:IHKUJUM I
1 ~ I~' DRESSING:~' ~ ~~~B-11j I~~ ,1', 14 11
~ CElli] 2 ;4.-408 ~~ I 13 ;4.-408
') t;' Q I I/~:.< >.~. .i~~ ...~ J
P9 lYPICAL EXTERIOR .... V /1P\7L /,\,> "'7"\ '...~
,..... 'j"- ,WAlliS SlYLE P9 UNLESS N QI ~~l"J;Al-cl"~'!' . "<'(. ' " )-
'/ ~ OTHERWISE NOTED . V 1'1" "'.I \ 1< 0 g 0
"'. ?3 \. ~ '-- ----cLO~ J) I'; ,I,J I , f---r... U _I-- _
' ~ P3 .r- · rlH131 ' I V
I
I
I
I
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I
I
---1
\~
1---/
I
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~
I r~:)
I
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I .
I
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CLOSET
~
80:
1/
~ --' <D
, ~
-
@)-
8'-8"
\. -I- o.
- t7 --'k-
8" r',
T
~
1/
1 TA--5 I I
I
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I
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.110
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l
8" --+
h
9'-2"
20' - 2"
DRESSING
I 8-124 I
I 11, 8 ,1w."c.
V~I
Iq
~ MASTER BEDROOM
1 . I B-126 I
~
.
8
I
:::!J
@
I
I ',1" /1
r, /
~1 lYPICAl INTERIOF
WALL SlYlE UNLtsS
OTHERWISE NOTED
,.,'
--'
lYPICAL EXTERIOR
P9 WALL SlYLE UNlESS
OTHERWISE NOTED
I
I
x: ~
Ix;.r
I
"
I
I
I
30'-~1
L1VI~G,t'DINING ROOM I
I [B}IJ
I
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BALCONEY
I 8-127 I
1 .
"I
~
V~
I
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1
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8
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c:::.::1
~'-; (~
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("fi(,()
DO
m (, j
"t)
-l : I
0>
~
>-
REVISION 6
REVISED DIMENSIONS A T EXTERIOR
DOORS AND WINDOW TYPE 'A'
ADD GENERAL NOTE
4'
4'-8"
l' 4"
'7
~
<
/
-
C
Q)
t:
::>
U
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'--+-
CD ~~LARGED ~LOOR ~:~~=~'-~~~:PL~~DAT24XJ6
0' l' 4' 8'
REVISION 10
PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TlONS
I Keyplan
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submita/:
Date Plotted: November 08. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
BUILDING DEPARTMENT COMMENTS
JUNE 20. 2005
6 Revision #6 - July 8,2005
01/03/2006 - RFI #26 DIMENSION
CLARIFICATIONS
03540
",," ~id-'h,.,.,
-d.ew<, ~'''''
V .t>~
~ \~
~. 'a.
,--
CONSTRUCTION DOCUMENTS
.
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
--,--
---
A A A A A
,
,
C--_~_____~__,_
, '
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", ,m;;r~/;Mf"<"U~1I6~/ir<lf 't,,::?-crd&([~"i6
A -405
THIRD FLOOR
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYllIGHT PROTECT'ON AS AND
"ARCHITECTURAL WORt:.. UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlO>l ACT OF
19'10 THE PROTECTION I!<lCLUDES BUT IS !<lOT UIofTED TO THE OVERALL fORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS Of THE DESIGN.
I
L
PROJECT NO. 03540
Rev #30 - November 13. 2006 History Set
XREFS:
A_FP3
A_Units-2
A_FPi
11._ U nits,3
LFum-2
IJum,3
mB
A_FP2
A_FP,PEN
A_Rn
A_Dim
A....FP-
S_ Col
S_ Col
TTLB -
isr egend
~nUNIT FINISH SCHEDULE UNIT B
-~
B xii land I 1 WALLS CEILING
I I FLOOR i BASE
---- !
ROOM NO ROOM NAME N S E W TRIM MATL HEIGHT FINISH NOTES
! I WD PT1 PT1 PT1 I PT1 PT2 PT2 I NOTE 3 NOTE 4
B101 FOYER -------1- T
--~---- '" ~--, -~-~~-~ - t'PT2
8102 BEDROOM CPT I WD PT1 PT1 PT1 PT1 PT2 NOTE 3 NOTE 4
I
---,---- ~ , --r-T I ---!"---
B103 BATHROOM T PT1 PT1 PT1 . PT1 PT2 PT2 NOTE 3 NOTE 1,4 &; 7
_._~
B104 CLOSET CPT WD PT1 PT1 PT1 i PT1 PT2 PT2 NOTE 3 NOTE 4
------- - --- - ~--~ -
B105 CLOSET ,
T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
8106 LAUNDRY CT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
8107 HALLWAY T WD i PT1 PT1 ! PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
~--,-- --- ,--, I PT1
8108 POWDER BATH T WD PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &; 7
8109 MECHANICAL T WD PT1 PT1 . PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
----, '"
8110 NOT USED
---------,-,---, ._~---
8111 8EDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
8112 CLOSET CPT WD , PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
------
8113 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
--- - -
8114 DRESSING CPT ! WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
--------~,
8115 8ATH T T PT1 PT1 , PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 &; 7
-- --_.-.-- -
8116 CLOSET I~ WD PT1 PT1 : PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
--'
B117 KITCHEN ! WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
B118 LIVING ROOM I CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
------- " ,-,
B119 TOILET CT I WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &; 7
, ,
B120 WALK IN CLOSET CPT WD , PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
..---
B121 LINEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
--- -
B122 MASTER BATH ! T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 &; 7
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B123 WALK IN CLOSET I WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
-----
B124 DRESSING T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
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8125 CLOSET CPT I WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
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CPT CAR PET
VCT VINYL COMPOSITION TILE
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WD WOOD
PT 'PAINT
VB VINYL 8ASE
WC WALLCOVERING
T TILE
ST STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL GLAZING
S STONE
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALlY iTEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION lYPES SEE SHEET
@ A-521
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II B-120 I
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TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM # ITEM MOUNTING HEIGHT A.F.F.
ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-21 1 8" TOWEL 8AR .r----;. 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR ... ... 54" TO TOP OF UNIT
ITA-41 30" TOWEL 8AR ,&, .a. 54" TO TOP OF UNIT
ITA-51 TOWEL RING -II.. 59" TO TOP OF UNIT
ITA-51 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD
ITA-8 I NOT USED
ITA-9 I SOAP DISH D 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-101 MIRROR
~A lOAI MIRROR
~A-10~ MIRROR
ITEJ] DOUBLE TOWEL BAR .L "- 54" TO TOP OF UNIT
-~
ITA 121 GLASS SHELF I I 54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR ,&, '" 54" TO TOP OF UNIT
[TA=15] SURFACE MOUNTED SOAP DISP.
rTA=16l TOILET TISSUE CABINET
r;=A=171 PAPER TOWEL/WASTE , , --
rTA=181 SANITARY NAPKIN DISP.
rTA=i9l 42"GRAB 8AR
rTA=2cil 36" GRAB BAR
IrA=22l SOAP /SHAMPOO DISPENSER 2 PER SHOWER HEAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
8ATHROOMS
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-
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS,
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAM E
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZING
A IMPACT RESISTANT GLASS
8 FIRE RATED
C CLEARED GLASS
D TEMPERED GLASS
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UNIT DOOR SCHEDULE
DO~R SIZE r, DOOR FRAME LABEL GLAZE JETAILS HDWR REMARKS
lYPE lYPE lYPE HFAn ,IAMR THRFC:; SET
8101 3'-0" X 8'-0" 1 -3/4" G HM3 20min 3/A-501 1/A-501 2/A-501 16 SEE SPECS
--
8102 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21
8103 2'-10" X 8'-0" 1 -3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21
8104 3'-0" X 8'-0" (PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
--
8105 2'-10" X 8'-0" 1 -3/8" 8 WD NR NA 3/A-525 1/A-525 ~/~-52~___ 23
- ~-, ----_._-_._----~-~~
8106 2'-10" X 8'-0" 1 -3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 23
8108 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21
- ------
8109 2'-3" X 8'-0" (PAIR) 1 -3/8" D 1 WD NR NA 3/A-525 1/A-525 2/A-525 20
8111 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 I 1/A-525 2/A-525 21
r !
2'-8" 8' -0" (PAIR) 1-3/8" E , I 6/A-525 4/A-525 , 5/A-525
B112 X I WD NR NA I 22
---------
B113 2'-8" X 8' -0" (PAIR) 1-3/8" E WD NR ~ I 6/A-525 4/A-525 5/A-525 22
NA---r 3/A-525 ----_._-._---,----~-_.-
B115 2'-10" X 8'-0" 1-3/8" 8 WD NR 1/A-525 2/A-525 21
-
B116 2'-3" X 8' -0" (PAIR) 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 20
- --
A118 14' -0" X 8'-0" 1-3/4" K AL NR 12/A-501 13/A-501 11/A-501 11
8119 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21
----.-..
B120 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 23
-,--------,--
B121 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 23
B122 2'-10" X 8'-0" 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 21
B123 2'-10" X 8'-0" 1-3/8" E WD NR NA 3/A-525 1/A-525 2/A-525 23
B125 3'-6" X 8'-0" (PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 I 5/A-525 I 22
I
B126 2'-0" X 8'-0" (PAIR) 1 -3/8"1 8 WD NR NA 3/A-525 1/A-525 i 2/A-525 20
10' -0" X 8'-0" i1-3/4"1 12/A-501 13/A-501 11/A-501 I
B126A J AL NR I 11
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lYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> = THESE PLANS ARE COPYRIGHTID AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRiGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHm;CTURAL WORKS COPYRiGHT PROTECTION ACT OF
\990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
03540
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CONSTRUCTION DOCUMENTS
1---"'-'
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A-406
SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36
REVISION 6
REVISED DIMENSIONS A T EXTERIOR
DOORS AND WINDOW TYPE 'A'
ADD GENERAL NOTE
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Date Plotted: November 08, 2006
Date Issued: January 10, 2005
~._,--,---
LATEST REVISION DATE
6 Revision #6 - July 8,2005
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1990 THE PROTECTION INCLUDES BUllS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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08/0912005 - RFI #3 MIRROR REVISION
Revision # 13 - March 28. 2006
Revision #26 - September 6, 2006
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ITA-:3/ 24" TOWEL BAR .L . 54" TO TOP OF UNIT
ITA-41 30" TOWEL BAR . ... 54" TO TOP OF UNIT
ITA-51 TOWEL RING .... 59" TO TOP OF UNIT
-=~
ITA-51 NOT USED
ITA-7! SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD
ITA-a I NOT USED
,~
ITA-91 SOAP DISH CJ 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-l~ MIRROR
~ MIRROR
~A-10~ MIRROR
[I8] .DOUBLE TOWEL BAR .1 .L 54" TO TOP OF UNIT
-
ITA-121 GLASS SHELF I I 54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR .&. "- 54" TO TOP OF UNIT
rrA=i5l SURFACE MOUNTED SOAP DISP.
ITA=i6I TOILET TISSUE CABINET
~ PAPER TOWEL/WASTE
[TA=18] SANITARY NAPKIN DISP.
fTA=19l 42"GRAB BAR
[TA=2O] 36" GRAB BAR
~ SOAP .Iro, 'Al POO DISPI- N'-'I- I-.' I? PFR SHOWFR HFAn
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
r/~
....
C<,'>>-
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL ''WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAM E
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZING
A IMPACT RESISTANT GLASS
B . FIRE RATED
C CLEARED GLASS
D TEMPERED GLASS
.I
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il
IrjlLJ --------0 ..,
Iql -
II"~liH
0/ ',;
".;-. v ~'I;,
'0' ,I
r
UNIT DOOR SCHEDULE
DO~R
C101
C103
C104
C105
C106
C107
C108
C109
C110
C 111
C112
C114
C115
C116
C117
C118
C119
C119A
C121
SIZE
3'_0" X 8'-0"
2'-10" X 8'-0"
1 -3/4"
1 -3/8"
1-3/8"
1-3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1-3/8"
1 -3/8"
1 -3/8"
1 -3/8"
1-3/4"
1 -3/4"
DOOR
TYPE
G
B
D
B
B
E
B
B
B
B
B
B
B
B
B
B
B
J
K
FRAM E
TYPE
HM3
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
AL
AL
2' -3" X 8'-0" (PAIR)
12'-10" X 8'-0"
2'-10" X 8'_0"
2'_3" X 8'-0" (PAIR)
2'-10" X 8'_0"
2'-10" X 8'_0"
2'-10" X 8'_0"
2'_10" X 8'_0"
2'-10" X 8'_0"
2'-10" X 8'_0"
2'-10" X 8'_0"
2'-0" X 8'_0"
2'-10" X 8'-0"
2'-10" X 8'_0"
2'-0" X 8'_0" (PAIR)
10'-0" X 8'-0"
14'_0" X 8'-0"
l[
I.
/'
-', /,
,'..~/".
". /,7" /
i
NOTE: FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
LABEL GLAZE
TYPE
45min
NR NA
NR NA
NR NA
NR NA
NR I NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR NA
NR
NR
I
I
I
HFAn
3/A-501
3/A-525
3/A-525
3/A-525
3/A-525
6/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
3/A-525
12/A-501
I 12/A-501
I
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DETAILS
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1/A-501
1/A-525
1/A-525
1/A-525
1/A-525
4/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
1/A-525
13/A-501
13/A-501
UNIT C
IHDWR I
~HRFS,~ SET
REMARKS
PT2
NOTE 3
NOTE 4
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ilu .~---:/ I- (! I 6'- 6 - _ 3'-10" 0/2 3"~/ I-'
Y':-411
I(
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GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@-l A-521
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WALL SlYlE UNLqSs I I
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2/A-501 19 SEE SPECS
-
2/A-525 23 I____~~_,_
2/ A-525 --f--.3..~+_____~___
2/A-525 21 -1- __
2/A-525~~1., ~,
5/A-525 22
, ~-- '-,---
2/A-525 21
2/A-525 21 +---.
2/A-525 23
2/A-525 ~f1-=-
2/A-525 23
, --
2/A-52~~ 21 ~,
2/A-52~:tJ..
2/ A-525 23
2/A-525 23
2/ A-525 23
2/A-525, 24
11/A-501 11
. Ill/A-S01 11 +__ .. ... _
! =+--+----
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PT2
NOTE 3
NOTE 4
~
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1-
3'-10>2" ~' 5"
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7'-8" ~ 7'-0/2" /
B~~~~~~M .' ~ ( I
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NOTE 3~ NOTE 4 & 7
NOTE 3 J NOTE 4
NOTE 3 I NOTE 4
NOTE 3 I NOTE 1,4 & 7
NOTE 3 NOTE 4
NOTE 3 I NOTE 4
PT2
NOTE 3
I NOTE 4 & 7
tNOTE 4 & 7
NOTE 4 & 7
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UNIT C
REVISION 6
REVISED DIMENSIONS A T EXTERIOR
DOORS AND WINDOW
TYPE 'A:' ADD GENERAL NO TE
REV/SION 10
PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TlONS
PT2
NOTE 3
IL-
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72'-?12"
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PT2
NOTE 3
PT2
NOTE 3
NOTE 4 & 7
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAI785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDS)
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
SECOND FLOOR
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PROJECT NO. 03540
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03540
--
CONSTRUCTION DOCUMENTS
-,
-
A -409
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
ffi Revision #6. July 8. 2005
01/0312006 - RFI #26 DIMENSION
CLARIFICATIONS
Rev #30 - November 13. 2006 History Set
XREFS:
A_FP3
A_Units-2
A_FPI
11._ U nits-3
I_Fum-3
ITLB
A_FP2
A_FP-PEN
A_FP,Symb
A_SP
S_Col-2
S_Col-1
S_Col-3~
I_Fum-2
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L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
l-4
IT] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE
l-X~
Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
K~=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT 19:-?- SURFACE MOUNTED CEILING LIGHT FIXTURE
L-~-?-
L-XI I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE
KL-X
L-X~
L-XO RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE
RC-X
LS~ 0> l-X-?-
RECESSED SHOWER LIGHT CL-X CLOSET LIGHT
L-X '6 L-X 4-
RC-X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT
L-X '6 L-X 0
RC- X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING
( ) L-X -EW-
SURF ACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER
UNDER CABINET LIGHTING
.^-, ~(UJ.>
........;. .......::...............:.<.......:..
-or-.- FIRE SPRINKLER HEAD
... FIRE SPRINKLER-SIDE WALL
CEILING LEGEND
CEILING 9'-6" AFF
ARCHED DRYWALL SOFFIT
ABOVE MASTER VANITY
AIR SUPPLY
RETURN AIR
EXAUST FAN
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CEILING 8'-8" AFF
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STUCCO FINISH ON ARCHWAY SOFFIT
SEE SECTION 2/A-31O
If=- - - --" INDICA TES EXTENT OF CROWN MOULDING
[L__--.J[
GENERAL
NOTES
1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS
OTHERWISE NOTED.
2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH
INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
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~_/ 0' I' 4' 8'
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDS)
OECEMBER. 1990 AND KNOWN AS ARCHfTECTURAL WORKS COPYRIGHr PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN,
SCALE: 1/4" = 1'-0" WHEN PLOTTED AT 24 X 36
REV/S/ON 2
ADDENDUM #2 - FEB. 14, 2005 LlGTH/NG CLAR/FlCA TlONS.
ADDED LIGHTING NUMBERS TO COORD/NA TE WITH THE
SPEC/FICA TlON SECTION SEE SECTION 16000
LIGHTING SPEC/FICA TlONS PAGES 1 through 4
8
03540
4'." ~eide,t)
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BP RC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
'& Addendum #2 - Feb 14, 2005
4 April 6, 2006
CONSTRUCTION DOCUMENTS
-,-
1------
--
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C~~{!;J;<6z'tfl!,eJe<J' ~:::::?~c~<HJC~?~
A-41 0
PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
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PLUMBING QUESTIONS AND
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I Keyplan
I
03540
----
CONSTRUCTION DOCUMENTS
- --
A-41 1
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10,2005
LATEST REVISION DATE
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~."1:.'.' etPidel'l
, '~ ~~
. Ii. ~$1
~ ~
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
06/0912005 - RFI #3 MIRROR REVISION
01/0312006 - RFI #26 DIMENSION
C LARI FICA nONS
Revision # 13 - March 28, 2006
Revision #26 - September 6, 2006
A A A A A
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGKT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHlTEcrURAL WORKS COPYRIGKT PROTEGnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
SECOND FLOOR
PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
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D 102 CLOSET
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D103 HALLWAY
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D 104 POWDER BATH
f---
D105 MECHANICAL T WD PT1 PT1 PT1 I PT1 PT2 I PT2 NOTE 3 NOTE 4
D106 jBEDROOM CPT WD PT1 PT1 PT1. PT1 PT2 i PT2 NOTE 3 NOTE 4
9107, ' . BATHROOM I T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 I NOTE 1,4 & 7
D108 CLOSEr ~ CPT WO t~ pn, PT1 pn, PT2 I PT2 NOTE 3 NOTE 4
01 09 -~ 'LAUNDRY--~' T WD i p:r,-iJ;:ni-pT1 i PT1 PT2 I PT2 NOTE 3 NOTE 4
0110 ,KITCHEN ,'.. ~T " WD I ~TpT1 PT1 PT2 : PT2 NOTE 3 NOTE 4
01 ;-,-- OININGROO;';-. I . T -~WD -I Pi1 ~PT1 . Pi, . pn I PT, ~ PT, 'Norr-3 - NOTE 4
~2.2.~,_ L1VIN_G ROOM __ CPT. WD I PT1 PT1 PT1, P~2 1 PT2 NOTE 3 NOTE 4
,D113_ I ~OILEr_ __ --t T _I~wo 1 PT1_1 PT1 I PT1 ~1 . PT2 ,PT2 NOTE 3 NOTE 4 " 7
. D114 . . 1 ~ALK IN CLOSET _ CPT we IPT1 ten IPT1 . ~;"I PT2 I PT2 NOTE 3 NOTE 4
D115 MASTER BATHROOM . T . WD jPT1 1 PT1 PT1 PT1 i PT2 I PT2 NOTE 3 NOTE 4 & 7
0116. MASTER BEDROOM -I-=:C:T -Vo =1 PT1.1 PT1 PT1 PT1: PT2 i PT2 NOTE 3 NOTE 4
D117---~LCONY ,----=r-T - I. ' i---+
0118-: I BALCONY - ! T I -- 1 - t-l-I - ;: .-..
- . - - ....- - . F- ~I ..~ - r- ~
1---- - .. . --+~-+--+-
Iii
XREFS:
A_.FP3
A_Units-2
A_FPI
A_Units,3
LFum-2
'_Fum-3
TILB
A_FP2
A_FP,PE
~~~~ONIT FINISH SCHEDULE
S_Col-3
TTLB -8. x 11 land
WALLS
S E
1 I
Wl TRIM 1
PT1 PT2 I PT2
ROOM NO
ROOM NAME
FLOOR BASE
N
T
WD
PT1
PT1
PT1
I
T
WD
PT1
PT1
PT1
PT1
PT2
T
WD
PT1
PT1
PT1
PT1
PT2
T
WD
PT1
PT1
PT1
PT1
PT2
-
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~----
!~ ~ Pc
\, L'
i=' "
"
+-1
+
UNITD
CEILING
MATL HEIGHT
i
FINISH NOTES
NOTE 3
NOTE 4
PT2
NOTE 3
NOTE 4
PT2
. NOTE 3
NOTE 4
PT2
NOTE 3
NOTE 4 & 7
-i ,i
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11. 2'~2n l
3'-1~
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BALCONY
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SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
WD WOOD
PT PAINT
-~
VB VINYL BASE
WC WALLCOVERING
T TILE
ST . STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL GLAZING
S STONE
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALlY ITEM
--
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION lYPES SEE SHEET
@ A-521
I
I II
@-J
18'-1~"
LIVING ROOM
[Bill
;..,
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8
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BALCONY
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32'-1"
I Keyplan
i
A A A A A
B
H
SECOND FLOOR
ITEM
ITA-1 I
ITA-21
ITA-31
ITA-41
ITA-51
ITA-51
NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
MOUNTING HEIGHT A.F.F.
. 24" TO CENTERLINE OF UNIT
54" TO TOP OF UNIT
54" TO TOP OF UNIT
54" TO TOP OF UNIT
59" TO TOP OF UNIT
TOilET ACCESORIES
ITEM
TOILET TISSUE DISPENSER
--
18" TOWEL BAR ~
24" TOWEL BAR .
30" TOWEL BAR ...
TOWEL RING ..ll..
NOT USED
...
...
ITA-71 SHOWER CURTAIN ROD -
ITA-B I NOT USED
ITA-9 I SOAP DISH 0
6'-6" TO CENTER OF ROD
44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-H)I MIRROR
~A-10~ MIRROR
~A-10~ MIRROR
ITA-111 DOUBLE TOWEL BAR .&.
ITA-121 GLASS SHELF
ITA-131 RESIN TOWEL BAR _
SURFACE MOUNTED SOAP DISP.
TOILET TISSUE CABINET
PAPER TOWEL WASTE
SANITARY NAPKIN DISP.
42"GRAB BAR
36" GRAB BAR
OAP SHAMPOO DISPENSER
FINISH NOTES
.&. 54"
TO TOP OF UNIT
TO TOP OF UNIT
TO TOP OF UNIT
54"
54"
...
2 PER SHOWER HEAD
DOOR NOTES
UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAME 1 LABEL GLAZE UI:..IAILS HDWR REMARKS
TYPE lYPE lYPE HEAD .JAMR HI-(r-~ SET
D101 3'-0" x 8'-0" (PAIR) 1-3/4" G HM3 20min 3/A-501 1/A-501 2/A-501 16 SEE SPECS
D102 2'-10" x 8' -0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20 .
D104 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 2~
"~-
D105 2'-0" x 8'-0" (PAIR) 1 -3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 20
.---
D106 2'-10" x 8'-0" 1 -3/8" E WD NR NA 3/A-525 1/A-525 2/A-525 21
D107 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
-
D108 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
D109 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
._~.
D112 8'-4" x 8'-0" 1-3/4" H AL NR NA 12/A-501 13/A-501 11!A-501 11 J
D112A 8'-0" x 8'-0" 1-3/4" H AL NR NA 12/A-501 13/A-501 11/A-501 11 t--~~-_.~
D113 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 .. -;~:=:;: -';~ t ... =- -=
D114 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525
D115 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525
D116 2'-10" x 8'-0" (PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2jA-525 ~~___
D 11 6A 3'-0" x 8'-0" 1-3/4" L AL NR NA 3/A-525 1/A-525 -2jA-52~_r~ .-
~
D118 6'-6" x 8'-0" 1-3/4" H AL NR NA 12/A-501 13/A-501 11/A-501 11
-~--
'---
'~'-'-~~
+---, --- f---
i I
PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6
EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7
DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
PROVIDE FIRE GLAZING AT RATED CONDITIONS.
PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
8
9
10
11
12
DOOR LEGEND
DOOR & FRAME
WD
HM
AL
GLAZING
A
B
C
D
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEiliNG HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6 ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
I 0
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'----------------/"'
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARP^,"GEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
WOOD
HOLLOW METAL
ALUMINUM
NOTE:
FOR DOOR lYPES, SEE SHEET A-441
lYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
IMPACT RESISTANT GLASS
FIRE RATED
CLEARED GLASS
TEMPERED GLASS
~
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REVISION 6
REVISED DIMENSIONS A T WINDOW
TYPE 'L'
ADD GENERAL NOTE
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Date Plotted: November 08, 2006
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LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
6 Revision #6 - July 8, 2005
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECT10N INCLUDES BUT IS NOT W,NIED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
SECOND FLOOR
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ADDENDUM #2 - FEB, 14. 2005 LlGTH/NG CLAR/FlCA TlONS,
ADDED LIGHTING NUMBERS TO COORD/NA TE WITH THE
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LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
4 April 6,2006
May 25, 2006
JUNE 7, 2006
03540
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ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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LATEST REVISION DATE
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SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM ~ ITEM MOUNTING HEIGHT A.F.F.
ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-2! 1 8" TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR ... .&. 54" TO TOP OF UNIT
ITA-41 30" TOWEL BAR .&. .&. 54" TO TOP OF UNIT
ITA-51 TOWEL RING ...... 59" TO TOP OF UNIT
I TA-61 'NOT USED I
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ITA-a I NOT USED
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ITA-1ol MIRROR
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ITA 121 ,GLASS SHELF I I 54" TO TOP OF UNIT
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rTA=17l PAPER TOWEL/WASTE
~ SANITARY NAPKIN DISP.
[TA=19] 42"GRAB BAR
[THO] 36" GRAB BAR ,
~ SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM & (
BATHROOMS /
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
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REVISED RA TlNG PER BUILDING
DEPARTMENT COMMENTS REGARDING
OPENING PROTECTION.
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DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAME
--
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZING
A IMPACT RESISTANT GLASS
B FIRE RATED
C CLEARED GLASS
0 TEMPERED GLASS
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UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAME i LABEL GLAZE lJt IAIL~ HDWR REMARKS
TYPE TYPE . TYPE HFAn JAMB IHKt-~_ SET
E101 3'-0" X 8'-0" (PAIR) 1-3/4" G ! HM3 20min 3/A-501 1/A-501 2/A-501 '16 .SEE SPECS
E102 1'-6" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 ~~~=:~: TI~+ .... --
E103 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525
--
E104 2'-3" X 8'-0" (PAIR) 1 -3/8" 0 WD NR NA 3/A-525 1/A-525 2/A-525 20
--- --
E105 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
E106 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 ~:t~.
E106A 2-'0" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525
E107 4' -0" X 8'-0" (PAIR) 1 -3/8" E WD I NR NA 6/A-525 4/A-525 5/A-525
22 .
.-
E108 2'-10" X 8'-0" 1 -3/8" B WD NR NA I 3/A-525 1/A-525 2/ A-525 21
" "
E109 i 2'-10" X 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
E109A 2' -8" X 8'-0" (PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
i ,-- --~
E112 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 , 2/ A-525 21
E113 2'-10" X 8'-0" .1 -3/8" F WD NR NA 12/ A-525 11/A-525 10/A-525 26
, --
E114 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
- --------
E115 2'-0" X 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24 1
-~ t-' ,
E115A 3'-0" X 8'-0" 1-3/4", L AL NR 9/A-502 7,10/A-502 8/A-502 I 11
NA
E116 8'-4" X 8'-0" 1-3/4" H AL NR NA 12/A-501 13/A-501 11/A-501 11
-~
E116A 8'-0" X 8'-0" 1-3/4" H AL NR NA . 12/A-501 13/A-501 11/A-501 11
,--
E118 10'-0" X 8'-0" 1 -3/4" J i AL NR NA 12/A-501 13/A-501 11/A-501 11
E118A ,2'-10" X 8'-0" 1-3/4" N i AL NR NA 9/A-502 1/A-502 8/A-502 11
,---------
i
NOTE: FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
/ \
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REVISION 6
REVISED DIMENSIONS A T WINDOW <
TYPE 'Al'
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PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TIONS
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REVISION 2
( ADDENDUM #2 - FEB. 14, 2005
() REVISED FLOOR PLAN TO MA TCH EXTERIOR
[LEVA TlON & STRUCTURAL
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03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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B A A A A A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
SECOND FLOOR
I
---.J
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHrT<CTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
BPRC Submital:
-d~'-,'. s,.,i,',d,, ,..Eh.." ".
T'"'-''''{Q
~ .' ,..... 'l1$1
~,,'... ~,'
f"'l ,.
Date Plotted: November 08^ 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
BUILDING DEPARTMENT COMMENTS
JUNE 20. 2005
6 Addendum #6 - July 8,2005
01/0312006 - RFI #26 DIMENSION
CLARI FICATlONS
A-415
t---'"
CONSTRUCTION DOCUMENTS
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B/7'
Rev #30 - November 13. 2006 History Set
PROJECT NO. 03540
XREFS:
A_FP3
A_Units-2
A_FPl
A_Units,3
LFum-3
TILB
A_FP2
A_FP-PEN
A_FP'Symb
A_SP
S_Col-2
S_Col-i
S_Col-3-6
LFum-2
BATHROOM FAN
EXTERIOR WALL MOUNTED FIXTURE
CEILING
l ~
LEGEND
L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
RECESSED SHOWER LIGHT
L-xA
BL-XY
L-xA
BV-XY
L-xA
SMY
L-xA
BL-XY
L-xA
BL-XY
L-xA
CL-XY
CEILING 9'-6- AFF
ARCHED DRYWALL SOFFIT
ABOVE MASTER VANITY
AIR SUPPLY
[I]
Q)
JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT
WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
CEILING 9'-4- AFF
D
III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT
FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION)
SURFACE MOUNTED CEILING LIGHT FIXTURE
" / '/.'
S/' "'j
/" ,/' // /
~ " /~-
CEILING 8'-8- AFF
D
RETURN AIR
Kt=~ III
L-X I
KL-X
SURF ACE MOUNTED BALCONY LIGHT FIXTURE
CEILING 8'-4- AFF
u
EXAUST FAN
LS~ (0
L-X A-
RC-X OJ
CLOSET LIGHT
I' . J
~3
!r---=1l
L__....JI
STUCCO FINISH ON UNDERSIDE OF
SLAB SEE DETAIL 11/A-505
STUCCO FINISH ON ARCHWAY SOFFIT
SEE SECTION 2/A-310
INDICATES EXTENT OF CROWN MOULDING
-or- -
FIRE SPRINKLER HEAD
L-X~
RC-X Y
RECESSED CAN LIGHT
WALL MOUNTED ENTRY DOOR FIXTURE
...
FIRE SPRINKLER-SIDE WALL
DIRECTIONAL SPOT LIGHT
L-X A
BL -x T
SPECIALITY PENDANT
R6=~ e DIRECTIONAL SPOT LIGHT
L-X 0
RC-X CABINET ACCENT LIGHTING
GENERAL
NOTES
( )
SURF ACE MOUNTED FLUORESCENT LIGHT
L-X Llt:l
PF-X ~
CHANDELIER LIGHT FIXTURE BY OWNER
1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS
OTHERWISE NOTED.
2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH
INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
UNDER CABINET LIGHTING
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REVISION 2
ADDENDUM #2 - FEB. 14, 2005 LlGTH/NG CLAR/FlCA TlONS.
ADDED LIGHTING NUMBERS TO COORD/NA TE WITH THE
SPEC/FICA TlON SECTION SEE SECTION 16000
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
& APril 6, 2006
May 25, 2006
JUNE 7, 2006
03540
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECDON ACT OF
1990THE PROTECTION INCLUDES BUTlS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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Date Plotted: November 09, 2006
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LATEST REVISION DATE
WALTON H. CHANCEY & ASSOCIATES
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Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYIlIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYIlIGHT ACT, 17USO. AS AMENDED
DECEM8ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDes BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
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SI SPECIAL 1Y ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM ~ ITEM : MOUNTING HEIGHT A.F.F.
ITA-11 TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-21 1 e" TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR .....-----... 54" TO TOP OF UNIT
ITA-41 30" TOWEL BAR .. "- 54" TO TOP OF UNIT
ITA-51 TOWEL RING ..lloo 59" TO TOP OF UNIT
ITA-51 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD
ITA-a I NOT USED
ITHI SOAP DISH D 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-HII MIRROR
~ MIRROR
~A-l o~ MIRROR
ITA-111 DOUBLE TOWEL BAR .L "- 54" TO TOP OF UNIT
ITA-121 GlASS SHELF c=::::J 54" TO TOP OF UNIT
ITA-l31 RESIN TOWEL BAR .....-----... 54" TO TOP OF UNIT
[TA-'15I SURFACE MOUNTED SOAP DISP.
RA=16I TOILET TISSUE CABINET
ITA-17I PAPER TOWEL/WASTE
RA=16I SANITARY NAPKIN DISP.
m:1i1 42"GRAB BAR
RA=2iiI 36" GRAB BAR :
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FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6, ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
GENERAL NOTE
PX' FOR PARTITION 1YPES SEE SHEET
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A A A A A B H
THIRD-SIXTH FLOOR
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Sea grove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAl WORI(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER. .990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROJECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
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I PROJECT NO. 03540 I
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
.3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS /4S
REQUIRED,
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR &: FRAME
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GLAZING
A IMPACT RESISTANT GLASS
8 FIRE RATED
C I CLEARED GLASS
D TEMPERED GlASS
PORCH
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UNIT FINISH SCHEDULE UNIT F
NO I WALLS CEILING I
ROOM ROOM NAME FLOO R BASE N S E W TRIM MATL HEIGHT FINISH NOTES
F100 PORCH T I WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
'"
F101 FOYER T WD PT1 I PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
" ---
F102 LAUNDRY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
- ---- ,.
F103 CLOSET T WD PT1 PT1 PT1 ' PT1 PT2 PT2 NOTE 3 NOTE 4
F104 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
-- ,,-~,--
F105 POWDER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7
,.. ,-"--
F106 HALLWAY T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
- --
F107 WALK IN CLOSET I CPT WD PT1 PT1 PT1 ' PT1 PT2 PT2 NOTE 3 NOTE 4
--",--~-----
F108 ' BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 1,4 & 7
F109 BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
:
- ,,-
F110 BEDROOM CPT WD PT1 PT1 PT1. PT1 PT2 PT2 NOTE 3 NOTE 4
'" .---
F111 CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
~ '"
T CT PT1 PT1 PT1 PT1 I PT2 PT2 I NOTE o3-t--:?TE 1 ,4 & 7
F112 BATHROOM
----~ ~-,-
E113 MEDIA ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
- ",,-
F114 KITCHEN T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
- ,,-
F115 MECHANICAL T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
---
F116 TOILET T WD PT1 i PT1 PT1 PT1 PT2 PT2 NOTE 3 ' NOTE 4 & 7
--
F117 MASTER BATH T WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4 & 7
F118 WALK IN CLOSET CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE 3 NOTE 4
" --
F119 ,MASTER BEDROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
F120 DINING ROOM CPT WD PT1 PT1 PT1 PT1 PT2 PT2 NOTE .3 NOTE 4
F121 LIVING ROOM CPT WD PT1 PT1 PT1 PT1 . PT2 PT2 NOTE .3 NOTE 4
--~ -
F122 BALCONY T -
-- ,
F123 BALCONY T -
'"
F124 BALCONY T - I
I --
UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAME LABEL GLAZE DETAILS HDWR REMARKS
TYPE TYPE TYPE f-----HFAD JAMB THRES. SET
I 2/A-501 I ,
F101 3'-0" x 8'-0" (PAIR) 1-3/4' G HM 20min 3/A-501 1/A-501 16 SEE SPECS
-~ ----
F102 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
1
F103 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 I 1/A-~ 2/A-525 23
" --
F104 2'-10" x 8'-0" 1 -3/8" 0 WD NR NA 3/A-525 1/ A-525 1_ 2/ A-525 23
I ----
F105 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 . 2/A-525 21
F107 2'-10" x 8'-0" 1-3/8"1 B WD NR NA 3/A-525 1/A-525 2/ A-525 23
! ,- _.,-.. "..--
F108 2'-10" x 8'-0" 1 -3/8" B i WD NR NA ~525 1/A-525 2/A-525 21
i .--- --~-
F109 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-~~: t1/A-S25 21
I - --,~~-,,~-
F110 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-5251 1/A-525 2/A-525 21
3'-0" x 8'-0" (PAIR) 1 -3/8" E WD NR NA 4/A-525 ~ 5/A-525 _ 22
F111 6/A-525 I
F112 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 21
2/A-525
F113 2'-6" x 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 24
24--- -,~
F115 2'-6" x 8'-0" (PAIR) 1 -3/8" D WD NR NA 3/A-525 1/A-525 2/A-525
,- ..---
F116 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 ~-:+--
,-,,---
F117 2'-10" x 8'-0" 1 -3/8" B WD I NR NA 3/A-525 1/A-525 2/ A-525 21 '
F118 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
-
F11g 2'-6" x 8'-0" (PAIR) 1-3/8" 8 WD NR NA 3/A-525 1/A-525 2/A-525 24
,-,-
F119A 3'-0" x 8'-0" 1-3/4": L AL NR NA 9/A-502 7,10/A-502 8/A-502 11
--~
F121 8'-0" x 8'-0" 1-3/4' H I AL NR NA 12/A-501 13/A-501 11/A-501 11
- ---- - - _..-
F121A 8'-4" x 8'-0" 1-3/4' H AL NR NA 12/A-501 13/A-501 11/A-501 11
--
F124 6'-6" x 8'-0" 1-3/4' H AL NR NA I 12/A-501 13/A-501 11/A-501 11
, --- 1--' --
NOTE:
FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
REVISION 10
PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TlONS
REVISION 6
REVISED DIMENSIONS A T WINDOW
TYPE 'L', DOOR F124
ADD GENERAL NOTE
ill
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CD
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I
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SCALE: 1/4" = 1'-0>> WHEN PLOTTED AT 24 X 36
I
\-
CONSTRUCTION DOCUMENTS
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Addendum #2 - Feb 14, 2005
BUILDING DEPARTMENT COMMENTS
JUNE 20,2005
Revision #6 - July 8,2005
01/0312006 - RFI #26 DIMENSION
CLARI FICATlONS,
A-418
Rev #30 - November 13, 2006 History Set
XREFS:
A_FP3
A~ Units-2
A_FP1
A_U nits-3
LFum-3
mB
A_FP2
A_FP-PEN
A_FP-Symb
A_SP
S_Col-2
S_Col-l
S_Col-3-6
LFum~2
L I G H TIN G LEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
l-X~
[] BA THROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE
l-X~
Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
l-~-Q-
Kt=~ III III DECOR A TlVE SURF ACE MOUNTED FLUORESCENT LIGHT SM SURFACE MOUNTED CEILING LIGHT FIXTURE
L-~-Q-
L-XI FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE
KL-X
L-X Q) l-X~
RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE
RC-X
LS~ Q) l-X-Q-
RECESSED SHOWER LIGHT CL-X CLOSET LIGHT
L-X '6 L-X +
RC-X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT
L-X '6 L-X 0
RC-X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING
II ( ) II L-X -@t
SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER
UNDER CABINET LIGHTING
GENERAL
NOTE S
,/..---..,/~~'
;
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NOTES: FOR UNIT F 2ND FLOOR ONL Y L-..,\ b"
1. CEILING IN ROOM Fl15 SHALL BE LOWERED 2 INCHES. ~r
2. CEILING IN ROOM FIll SHALL BE LOWERED 2 INCHES. '\ REFER TO SK-48
3. CEILING IN ROOM FlOB SHALL BE LOWERED 2 INCHES. /
)
4, SHADED AREAS SHOW CEILINGS TO BE LOWERED,
5, PORTION OF PLAN REFERS TO LA TEST REVISION
OF SHEET A419.
CHANGE REFERS TO RFI 160.
r--
~ f
~~---./' ~'--./' ,..-/~
/'"----'
1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS
OTHERWISE NOTED.
2, CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH
INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
'"
/RG~2~
L_______________~
"
NOTES: FOR UNIT F 2ND FLOOR ONL Y
1. CEILING IN HALLWA Y Fl06 SHALL BE LOWERED 3 INCHES.
2, CEILINGS IN ROOMS Fl02, Fl03, AND Fl04 SHALL BE LOWERED
TO MA TCH THE CEILING HEIGH T OF HALL WA Y FI 06.
3. CEILING IN ROOM Fl16 SHALL BE LOWERED 2 INCHES.
4. SHADED AREAS SHOW CEILINGS TO BE LOWERED.
5, PORTION OF PLAN REFERS TO LA TEST REVISION
OF SHEET A419.
CHANGE REFERS TO MEETING MINUTES ITEM #3 -JUL Y 15, 2006.
.
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BALCONY '" REVISION 11 - 6TH FLOOR CEILING & WINDOW
'" , ~ I F-124 I
HEIGHT CORRECTIONS
REVISION #11 - JANUARY 24, 2006
d p d REVISED CEILING HEIGHT AND ARCHED WINDOW
w W TOP TO A VOID CONFLICT CHANGES HAPPEN AT
LEVEL 6 ONL Y.IN UNITS F,G & H
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REVISION 2
ADDENDUM #2 - FEB, 14, 2005 LlGTHING CLARIFlCA TlONS,
ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE
SPECIFlCA T10N SECTION SEE SECTION 16000
LIGHTING SPECIFlCA T10NS PAGES 1 through 4
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I PROJECT NO. 03540
BPRC Submital:
Date Plotted: November 09, 2006
-~-
Date Issued: January 10, 2005
LATEST REVISION DATE
& Addendum #2 - Feb 14, 2005
11 Revision #11 ~ January 24, 2006
03540
--.J
CONSTRUCTION DOCUMENTS
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~--
,,~--
I Keyplan
,----
A A A A A
B H
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
I
J
JUNE 7, 2006
A-41 9
4 April 6, 2006
THIRD-SIXTH FLOOR
;> 2003 THESE ~LANS ARE CO~YRIGHTED AND ARE SUBJECT TO CO~YRIGHT ~ROTEcnON AS AND
. ARCHITl'CTURAL WORK" UNDER SECTION 102 OF THE CO~YRIGHT ACT, '7lJSQ, AS AMENDED
DECEM8ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT ~R01ECT10N ACT OF
1990 THE PROTECTION INCLUDes BUT IS NOT LIMITED TO THE OVERALL FORM AS WelL AS THE
ARRANGEMENT AND COM~OSITlON OF S~ACES AND ELEMENTS OF THE DESIGN.
Rev #30 - November 13, 2006 History Set
XREFS:
TILB EQ. EQ.
A_lntElev 1 f
A_FPI
S_Col-1 i
A_FP3 I
S_Col-3-6
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WHEN PLbTTED AT 24 X 36
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I Keyplan
I
I
I
-.J
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
BPRC Submital:
03540
~'.",..^\ e~ide~
''''~. ' "'{r;;-.
.~ .\~~
~ ~.
~ "
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
,-
C B A A A A A B
CONSTRUCTION DOCUMENTS
1---'---
..-
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
Revision # 13 - March 28. 2006
\ ,..,' ';j)J"/~v~ , . ",'.' .....',' ", ,,'" a::i""?)"V)
10"~~ ..;;;y:.~
I PROJECT NO. 03540
08/0912005 - RFI #3 MIRROR REVISION
L
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
OECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS Of THE DESIGN.
A-420
THIRD-SIXTH FLOOR
Rev #30 - November 13, 2006 History Set
XREFS:
A_FP3
A_Units-2
A_FPl
A_Units-3
LFum-2
I. Fum-3
mB
A_FP2
A_FP-PEN
A_Finish Legend
^-Dims
A....FP,Symb
S_Col-2
S_Col-3-6
TILB - 8.5 x 11 land
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, H 5TH
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LIVING ROOM
I G-123 I
24'
8
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM H ITEM MOUNTING HEIGHT A.F.F.
ITA-11 TOILET TISSUE DISPENSER . I 24" TO CENTERLINE OF UNIT
ITA-21 1 8" TOWEL BAR ~ 154" TO TOP OF UNIT
ITA-J I 24" TOWEL BAR ...-----;. , 54" TO TOP OF UNIT
I TA-4 I 30" TOWEL BAR ... '" 54" TO TOP OF UNIT
ITA-51 TOWEL RING -- 59" TO TOP OF UNIT
ITA-61 [NOT USED
i
ITA-71 SHOWER CURTAIN ROD - , 6'_6" TO CENTER OF ROD
ITA-8 I I, NOT USED
ITA-91 SOAP DISH D ' 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-l~ MIRROR
~ MIRROR
trA-10~ MIRROR
ITA-l1l DOUBLE TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-l21 GLASS SHELF c::::::::J 54" TO TOP OF UNIT
---
ITA-1J/ RESIN TOWEL BAR ...-----;. 54" TO TOP OF UNIT
ITA=i5l SURFACE MOUNTED SOAP DISP.
rTA=16ITOILET TISSUE CABINET
~ PAPER TOWEL/WASTE
rTA=16ISANITARY NAPKIN DISP.
fTA=19l 42"GRAB BAR
[iHOI 36" GRAB BAR
IT.W2I I~~,~ ,- 17 Pf:R I-lJ:"An
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
(
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Keyplan
l
I
A A A A A B
H
THIRD-SIXTH FLOOR
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
B PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFETY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAME
WD WOOD
HM HOLLOW METAL
AL ALUMINUM
GlAZING
A IMPACT RESISTANT GLASS
B FIRE RATED
C CLEARED GLASS
D TEMPERED GLASS
8'
3'-~"
(\ ,~
~
2'-2" .
f l
I
f
I
TOI LET
I G-120 I
3'
-T
t
.
n
I
N
~
'1 14
13 A-423
3'-8"
8
I
i-rl8
. ,I
I
j 11 :
SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
WD . WOOD
--~
PT PAINT
VB VINYL BASE
--
WC WALLCOVERING
T ' TILE
ST STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL GlAZING
S STONE
ACT ACOUSTICAL CEILING TILE
--
PS PRE CAST STONE
SI SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
BALCONY
I G-126 I
10'
8
13'-11)2"
N
BEDROOM
[Bill
8
P7
L,AUNDRY, ~
[]3I[] - 1
2 A-423
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM ~ ITEM MOUNTING HEIGHT A.F.F.
ITA-ll TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-21 18" TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-J I 24" TOWEL BAR ...-----;. 54" TO TOP OF UNIT
ITA--4-1 30" TOWEL BAR ... '" 54" TO TOP OF UNIT
ITHI TOWEL RING -- . 59" TO TOP OF UNIT
ITA-61 NOT USED
ITA-7 I SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD
ITA-81 NOT USED
ITA-9 I SOAP DISH D 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-1~ MIRROR
~ MIRROR
~A-10~ MIRROR
ITA-Ill DOUBLE TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-l21 GLASS SHELF c::::::::J 54" TO TOP OF UNIT
ITA-1Jl RESIN TOWEL BAR ...-----;. 54" TO TOP OF UNIT
IITA-i5I SURFACE MOUNTED SOAP DISP.
I'TA-1i TOILET TISSUE CABINET
ITA-T1I PAPER TOWEL/WASTE
ITA=18I SANITARY NAPKIN DISP.
ITA=ii 42"GRAB BAR
IiMii 36" GRAB BAR
IT.W2I ~~.~ ,-,,, I? Pi="R HFAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED )
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
3' -9>2"
8" 4' I,
t I, ~
l
@
4'
@
BEDROOM
I G-109\
~
I
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/
/ l'
I
3'-V"
~l
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GlOB 10'-1"
~8
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FOYER
~
1"-~"
3'-112"
in
e
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.-
I
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PORCH
~ I G-100 I
I
CxJ
2'
I'
'-, I ~
:---t~
ENLARGED FLOOR PLAN - UNIT G
: I : I,: I I: I -;" 1 ~ L
~ T
'('
/~---
(;~\\
i \ I
, \ I
\, \ /
\"",,-----.-Y' /
UNIT FINISH SCHEDULE UNITG
I WALLS CEILING
ROOM NO ROOM NAME FLOOR BASE N S I E W TRIM MATL HEIGHT FINISH NOTES
G100 PORCH T we PTl PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
~PT2 --
G101 FOYER T we PTl PT1 PT1 PT1 NOTE :5 NOTE 4
G102 CLOSET T we PT1 PT1 PT1 PT1 PT2 i PT2 NOTE J NOTE 4
--
G103 HALLWAY T we PT1 PT1 PT1 PT1 PT2 PT2 'NOTE :5 NOTE 4
i ,.
G104 CLOSET T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
- -~
G105 MECHANICAL T we PTl PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
---
G106 STORAGE T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
--..
G107 BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 1,4 & 7
G108 CLOSET CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
-
G109 BEDROOM CPT we PT1 PT1 PTl PT1 PT2 PT2 NOTE J NOTE 4
G110 CLOSET CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
---,--,--------
G1 1 1 BEDROOM CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
-~--- --
G112 BATHROOM T CT PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 1,4 & 7
-~ 1---' .-----
G113 HALLWAY T we PT1 PT1 PT1 PT1 PT2 PT2 : NOTE J NOTE 4
-- ,-
G114 POWDER BATH T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4 & 7
,-~
G115 ' LAUNDRY T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4 & 7
---- ----
G116 KITCHEN T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
G117 DINING T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
---." --
G118 MECHANICAL CPT we PT1 PTl PT1 PTl PT2 PT2 NOTE :5 NOTE 4
--'~"-
G119 WALK IN CLOSET CPT we PTl PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
- --
G120 TOILET T we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4 ok 7
- ,,-
G121 MASTER BATHROOM T we I PT1 PT1 PTl PT1 PT2 PT2 I NOlli-NOTE 4 &: 7
-- -~~~-
G122 MASTER BEDROOM CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
------I- -~
G123 LIVING ROOM CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE :5 NOTE 4
G124 LIVING ROOM CPT we PT1 PT1 PT1 PT1 PT2 PT2 NOTE J NOTE 4
.--"
G125 BALCONY T
--~
G126 BALCONY T I
1
UNIT DOOR SCHEDULE
DO~R DO~ER I.FR~~E LABEL GlAZE lFTA <;; HDWR
SIZE TYP 'TYP TYPE I-lJ:"An ,IALAR TI-lRJ:"C: SET REMARKS
G101 3' -0" x 8' -0" (PAIR) 1 -3/4" G HM 20min 3/A-501 1/A-501 2/A-501 16 SEE SPECS
,,-
G102 2' -0" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
---
G104 2'-6" x 8' -O"(PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20
-------~
G105 2' -6" x 8' -O"(PAIR) 1 -3/8"' D WD NR NA 3/A-525 1/A-525 2/A-525 20
G106 3'-0" x 8' -O"(PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 20
G107 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-:-525 21~ .....
'"
G108 4' -0" x 8' -O"(PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
-~
G109 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
G110 4' -0" x 8' -O"(PAIR) 1 -3/8" E WD NR NA 6/A-525 4/A-525 5/A-525 22
G1 1 1 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-52? 1/A-525 2/A-525 21
G1 1 1A 10'-0" x 8'-0" 1-3/4" J AL NR NA 12/A-501 10/A-501 11/A-501 11 I
G112 2'-10. x 8'-0" 1 -3/8" B WD NR I NA 3/A-525 1/A-525 2/A-525 21
G114 2'-10" x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
-- ,,-
G115 2'-10" x 8'-0" 1-3/8" B WD ~A 3/A-525 1/A-525 2/A-525 23
G116 2'-10" x 8'-0" 1 -3/8" F WD NR NA 12/A-525 11/A-525 10/A-525 26
'"
G118 2'-10" x 8'-0" 1-3/8" D WD NR NA 3/A-525 1/A-525 2/A-525 fu-
G119 2'-10. x 8'-0" 1 -3/8" B WD NR I NA 3/A-525 1/A-5~5 2/A-525
23
G120 2'-10" x 8'-0" :1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
-~
G121 2'-10. x 8'-0" 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
,-
G122 3' -0" x 8' -O"(PAIR) 1 -3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24
-- ,,-
G122A 3'-0" x 8'-0" 1-3/4" L AL NR NA 9/A-501 '1,4,7/A-502 8/A-501 11
G123 8'-0" x 8'-0" 1-3/4" H AL NR NA 12/A-501 10/A-501 11/A-501 1 1
--
G123A 8'-4" x 8'-0" 1-3/4" H AL NR NA 12/A-501 10/A-501 11/A-501 1 1
- ,,-
G126 I 2'-10" x 8'-0" 1-3/4" N AL NR NA 9/A-501 1/A-501 a/A-50 1 1 1
-~
I I
i
NOTE:
FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
REVISION 11 - 6TH FLOOR CEILING &- WINDOW
HEIGHT CORRECTIONS
REVISION #11 - JANUARY 24, 2006
REVISED CEILING HEIGHT AND ARCHED WINDOW
TOP TO A VOID CONFLICT. CHANGES HAPPEN AT
LEVEL 6 ONL Y.IN UNITS F,G &- H
REV/SION 10
PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TlONS
REV/SION 6
REVISED DIMENSIONS AND WINDOW TYPE A I,
DOOR Gll1A; CLARIFY WINDOW TYPES AT
~ST WALL; ADD GENERAL NOTE
ffi
REV/SION 2
ADDENDUM #2 - FEB. 14, 2005
REV/SED FLOOR PLAN TO MA TCH EXTERIOR
nEVA TlON &- STRUCTURE
4-'
I
8'
SCALE: 1/4" I' 0" WHEN PLOTTED AT 24 X 36
!
WALTON H. CHANCEY & ASSOCIATES I
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3Q-A, Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PR01ECTION AS AND
-ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 1'USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTEcnON INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WElL AS THE
ARRANGEMENT AND COMPOSlnON OF SPACES AND ELEMENTS OF THE DESIGN.
C.?#,,""'.'""., ,',',?"'..~,"',,., ,,' '.', ,'.'..' ~~','" ',".,"""""" '"."",.,'"'"".',,,'
-r/. ~ 1
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PROJECT NO. 03540
I
BPRC Submital:
Date Plotted: November 08. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
,,-,,-
CONSTRUCTION DOCUMENTS
1--'--
------
_I
--
---",-,--------
Addendum #2 - Feb 14,2005
BUILDING DEPARTMENT
COMMENTS JUNE 20. 2005
Revision #6 - July 8. 2005
01/03/2006 - RFI #26 DIMENSION
CLARIFICATIONS
Revision #1 1 - January 24. 2006
A-421
Rev #30 - November 13. 2006 History Set
XREFS:
A.,FP3
A_Units-2
A_FPl
A_Units-3
LFum-3
mB
A_FP2
A_FP-P8'l
A_FP-Symb
A_SP
S"Col-2
S"Col-l
S_Col-3-6
LFum-2
L I G H TIN G LEG END LOCA TE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHER\'I1SE
CEILING LEGEND
CEILING 9'-6" AFF ARCHED DRYWALL SOFFIT
ABOVE MASTER VANITY
CEILING 9'-4" AFF Q AIR SUPPLY
CEILING 8'-8" AFF n RETURN AIR
'----.J
CEILING 8'-4" AFF D EXAUST FAN
~ . I STUCCO FINISH ON UNDERSIDE OF -or-,. FIRE SPRINKLER HEAD
I SLAB SEE DETAIL 11/A-505
~ ~ STUCCO FINISH ON ARCHWAY SOFFIT ... FIRE SPRINKLER-SIDE WALL
SEE SECTION 2/A-310
Ir--II INDICATES EXTENT OF CROWN MOULDING
L__~
I
H4
[] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE
l-x4
Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
l-1-9-
Kt=~ III III DECORATIVE SURFACE MOUNTED FLUORESCENT LIGHT St.l SURFACE MOUNTED CEILING LIGHT FIXTURE
l-~-9-
L-X I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE
KL-X
L-X(Q) l-x4
RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE
RC-X
LS~ (Q) l-X-9-
RECESSED SHOWER LIGHT CL-X CLOSET LIGHT
L-X '0 L-X -+-
RC-X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT
L-X '0 L-X 0
RC-X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING
( ) L-X @
SURF ACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER
UNDER CABINET LIGHTING
GENERAL
NOTE S
1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS
OTHER\'I1SE NOTED.
2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS \'11TH
INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
LEV L NLY
~.
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REVISION #11 - JANUARY 24, 2006
REVISED CEILING HEIGHT AND ARCHED WINDOW
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
03540
A A A A A
B H
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
-----~~--
I Keyplan
CONSTRUCTION DOCUMENTS
,--'-
..-----J
~-
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
11 Revision #11 - January 24, 2006
THIRD-SIXTH FLOOR
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITecTURAl WORI(" UNDER secTION 102 OF THE COPYRIGHT ACT, 17USQ, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROJECTION ACT OF
1990 THE PROTECTION INCLUDES ~UT IS NOT LIMITED TO THE OVERAll FORM AS Well AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
May 25, 2006
JUNE 7, 2006
A-422
4 April 6. 2006
Rev #30 - November 13, 2006 History Set
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Date Issued: January 10, 2005
LATEST REVISION DATE
d.esid~ll,', .
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@ LAUNDRY
l
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
A A A A A B H
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
THIRD-SIXTH FLOOR
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PRO'TECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 1'USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PRO'TECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WEll AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36
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CONSTRUCTION DOCUMENTS
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ROOM NO II ROOM NAME I FLOOR I BASE N SEW TRIM I MATL I HEIGHT
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H 1 02 BALCONY \ T I. -t
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H104. _I Mi:CHANICAL _I T I WD I PT1 PT1 PT1 PT:-t PT2 -1PT2 NOTE J
H 1 O~_,J~ALK _~CLOS~DpT ~~ PT1 PT1 PT1 PT2 PT2 NOTE:5
~1 06 ~ BATH --+_,~,~ I PT1 PT1 PT1 PT1 PT2 I PT2 I NOTE :5
H 107 I HALLWAY , T ~~ PT1 I PT1 PT1 PT2 PT2 NOTE:5
H'108 I, BE'DROOM I CPT i WDI PT1 PT1 PT1 PT1 PT2 PT2 NOTE:5
H109 I BATHROOM I T I CT I PT1 ',PT1 PT1 PT1 PT2 PT2 NOTE:5
~1 0" J CLosEI_'____IcPT __~, I PT1 PT~PT1 PT1 . PT2 ~T2 NOTE:5
!'1~1_~LOSET ----+-T~ WD I PT1 PT1 1 :T;1 PT1 PT2 I PT2 NOTE:5
~~-+ LAUNDRY, ' T WD I PT1 PT1 PT1 PT1 PT2 I PT2 NOTE:5
H113 · KITCHEN T T I WD I PT1 I PT1 ' PT1 ,PT1 PT2 I PT2 NOTE.3
H 114 I LIVING/DINING ROOM I CPT 1 WD I PT1 PS PT1 PT1 PT2 I PT2 NOTE.3
~1,~~ !MASTER BATH --L__~~~1 PT2----r;,T2 NOTE.3
~H116___~ILET_---ul T ~~1 I PT1 II PT1 'PT1 PT2 PT2 NOTE.3
H 117+WAL~ IN CLOSET . I, CPT I WD i PT~PT1 PT1 PT2 PT2 NOTE.3
H 118 'MASTER BEDROOM 1 CPT I WD '. PT1 PT1 PT1, PT."1 I PT2 PT2 NOTE.3
H 119 l BALCONY ==r:=I1i .
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FINISH NOTES
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 1.4 & 7
NOTE 4
NOTE 4
--
NOTE 1.4 & 7
NOTE 4
NOTE 4
NOTE 4 & 7
NOTE 4
NOTE 4
NOTE 4 & 7
NOTE 4 & 7
NOTE 4
NOTE 4
11
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SPECIFICATION KEY
NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
I MOUNTING HEIGHT A.F.F.
. 24" TO CENTERLINE OF UNIT
54" TO TOP OF UNIT
54" TO TOP OF UNIT
54" TO TOP OF UNIT
59" TO TOP OF UNIT
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFElY GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
UNIT DOOR SCHEDULE
DO~R DOOR FRAME LABEL GLAZE Dt.lAIL::i -- HDWR REMARKS
SIZE ,~~~ SET
TYPE TYPE TYPE HFA[) ,IAMR IHK.......
H101 3'-0" X 8'-0" 1-3/4" G HM3 20min 3/A-501 1/A-501 2/A-501 ~SEE SPECS
6'-0" X 8'_0" 1-3/4" M AL NR 3/A-502 1/A-502 I 2/A-5H11 .. - .-
H102
H103 2'-10" X 8' -0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21 ~-
H103A 2' 10" X 8' -0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
---------
H104 2'-3" X 8' -O"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-52~525 . 20
--~--,--
H105 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 ,2/A-525 23
1/A-525 I 2/A-525 ----"
H106 2'-10" X 8' -0" 1-3/8" B WD NR NA 3/A-525 I 21
----'-
H108 2'-10" X 8' -0" 1-3/8" B WD NR NA 3/A-525 1/A-525 ~A-5~, 21
-
1-3/4" NR 12/A-501 1 a/A-50 1 i 11/A-501 11
H108A 7' 4" X 8'-0" H AL I .~---
.2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
H109
1-3/8" WD NR NA 3/A-525 1/ A-525 2/A-525 23
H110 2'-10" X 8'-0" B ~~---,,------
H111 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
H112 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 23
H114 14'-0" X 8'-0" 1-3/4" K AL NR 12/A-501 10/A-501 11/A-501 11
H115 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
~2/A-525 ,----
H116 2'-10" X 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 21
-~
H117 2' 1 a" X 8' -a" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-5,~ 23
H118 2' 0" X 8' 0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 24
H118A 9'-4" X 8'-0" 1-3/4" J AL NR 12/A-501 10/A-501 11/A-501 11
I --
,
--+----, -~
- I -~---~-
I I I I
NOTE:
FOR DOOR lYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
NOTE.
GC IS RESPONSIBLE
TO COORDINATE ALL
M.O. WITH APPROVED
WINDOW/DOOR
MANUFACTURER TO
ACHIEVE FFH REQUIRED
32" CLEAR OPENING
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EQ APPLIANCE
GL GLAZING
S STONE
f-------l---
ACT I ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
ITEM h ITEM
\TA-1 I TOILET TISSUE DISPENSER
ITA-21 118" TOWEL BAR ~
ITA-3\ '24" TOWEL BAR ·
I TA-4 I 30" TOWEL BAR ...
ITA-51 TOWEL RING ......
ITA-51 I NOT USED
ITA-71 ISHOWER CURTAIN ROD -
ITA-B I i NOT USED
ITA-9 I I SOAP DISH
44" TO UNDERSIDE OF SOAP
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ITA 121 GLASS SHELF I
ITA-131 I RESIN TOWEL BAR ·
ITA=15l SURFACE MOUNTED SOAP DISP.
fTA=i6I ITOILET TISSUE CABINET
rTA=i7l I PAPER TOWEL/WASTE
~ SANITARY NAPKIN DISP.
rTA=191 142"GRAB BAR
rrA=2DI \ 36" GRAB BAR
rTA=22I I, SOAP /SHAMPOO DISPENSFR
FINISH NOTES
2 PER SHOWER HEAD
DOOR & FRAME
WD I WOOD
HM ~ HOLLOW METAL
AL I ALUMINUM
GLAZING
A I IMPACT RESISTANT GLASS
B 1 FIRE RATED
C CLEARED GLASS
D TEMPERED GLASS
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54" TO TOP OF UNIT
54" TO TOP OF UNIT
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REV/SION 11 - 6TH FLOOR CEILING & 'MNDOW
HEIGHT CORRECTIONS
REV/SION #11 - JANUARY 24, 2006
REV/SED CEILING HEIGHT AND ARCHED 'MNDOW
TOP TO A VOID CONFLICT. CHANGES HAPPEN AT
LEVEL 6 ONL Y.IN UNITS F,G & H
GENERAL NOTE
~ FOR PARTITION TYPES SEE SHEET
@ A-521
DOOR LEGEND
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
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ADD GENERAL NOTE
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Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
f--ffi BUILDING DEPARTMENT COMMENTS
5 JUNE 20,2005
& Revision #6 - July 8,2005 ---
A Revision #11 - January 24. 2006 ~ Rev #30 - November 13. 2006 History Set
,--'-
I Keyplan
,--
I
~
i~~,J~~
I PROJECT NO. 03540 I
I ~
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
A A A A A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30..A, Suite 108 Sea grove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
SECOND FLOOR
I
J
Cl:lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
.ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO 'THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
I
L
03540
CONSTRUCTION DOCUMENTS
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UNIT FINISH SCHEDULE UNIT H
1 I I WALLS I CEILING
~
gE ~OOM NO ROOM NAME I FLOOR BASE I N S E W i TRIM MATL HEIGHT! FINISH NOTES
b ! I PT1 I PT 1 I ~T2
H101 FOYER T WD PT1 PT1 PT2 NOTE 3 i NOTE 4
f---'" --_..-- -
1 IPrf 02 BALCONY I I
T I
-- ' -, i
H103 BEDROOM CPT WD , PT1 PT1 , PT1 PTl PT2 PT2 NOTE 3 NOTE 4
H104 MECHANICAL T ~PT1 i PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4
-- - --
H105 WALK I N CLOSET CPT WD ! PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4
--., --.--
H106 I BATH T CT PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7
-
H107 . HALLWAY =k4-:D ! PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4
- I PT1 --
H108 BEDROOM __ CPT, _WD PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4
~"--~ ---
i
H109 BATHROOM T I CT I PTl PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 1,4 & 7
- --- ----. --
H110 CLOSET CPT WD PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4
--- ---
,
H 111 CLOSET T WD i PT1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4
-- '" I
H112 LAUNDRY I
T WD I PTl PT1 I PTl PTl PT2 PT2 NOTE 3 NOTE 4 & 7
I
H113 KITCHEN T WD I PT1 PT1 PTl PTl PT2 PT2 NOTE 3 NOTE 4
-~,-,- ---- -+ ---- ,,-
H114 LIVING/DINING ROOM CPT WD PT1 ' PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4
I
H115 MASTER BATH i T WD I PT1 1 PT1 PT1 PTl PT2 PT2 NOTE 3 NOTE 4 & 7
-- ----~.. ___m._ WW-eT1 i PT1 ---
H116 TOI LET T PT1 PTl I PT2 PT2 NOTE 3 NOTE 4 & 7
H117 WALK IN CLOSET I CPT ,
WD I PT1 PT1 PT1 PTl PT2 PT2 I NOTE 3 NOTE 4
H118 MASTER BEDROOM CPT WD PT1 PT1 PTl PTl I PT2 PT2 NOTE 3 NOTE 4
-- -~
!
H119 BALCONY T
I ... ,
I i
I I I
---- -----
!
- --"
:11 I
II'
SPECIFICATION KEY
CPT CARPET
VCT VINYL COMPOSITION TILE
WD WOOD
PT ,PAINT
VB VINYL BASE
WC WALLCOVERING
T TILE
ST STAIN
TA TOILET ACCESSORIES
EQ APPLIANCE
GL GLAZING
S STONE
ACT ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI I SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
::v- I 'I-jl
18=Ti1l1 I
TOILET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM # ITEM MOUNTING HEIGHT A.F.F.
ITA-l I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-21 1 8" TOWEL BAR ~ 54" TO TOP OF UNIT
,
ITA-31 24" TOWEL BAR .I. .&. 54" TO TOP OF UNIT
ITA-41 30" TOWEL BAR . . 54" TO TOP OF UNIT
ITA-51 ,TOWEL RING ..lIo. 59" TO TOP OF UNIT
ITA-51 NOT USED
ITA-71 SHOWER CURTAIN ROD - 6'-6" TO CENTER OF ROD
ITA-B I NOT USED
ITA-9 I SOAP DISH CJ 44" TO UNDERSIDE OF SOAP
DISPENSER
I TA-l 01 MIRROR
~ MIRROR
~A-10~ MIRROR
ITA-lll DOUBLE TOWEL BAR J. J. 54" TO TOP OF UNIT
ITA-121 GLASS SHELF I I ! 54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR ... . 54" TO TOP OF UNIT
~ SURFACE MOUNTED SOAP DISP.
rTA=161 TOILET TISSUE CABINET
~ ,PAPER TOWEL/WASTE
I
'-" '-" I
I
\1-',) ~
'- --'
DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
.3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
8 PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFE1Y GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "WALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR LEGEND
DOOR & FRAME
WD WOOD
HM HOLLOW METAL
AL
ALUMINUM
UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAM E LABEL GLAZE DETAILS - HDWR REMARKS
TYPE TYPE TYPE I-WAil ,JAMR TH RFS, SET
H101 3'-0" x 8'-0" 1-3/4" G HM3 20min I 3/A-501 1/A-501 2/A-501 I 16 SEE SPECS
"
H102 6'-0" x 8'-0" 1-3/4" M AL NR 3/A-502 1/A-502 2/A-502 11
H103 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/ A-525 2/A-525 21
._,~~--- .-..
H103A 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
,--
H104 2'-3" x 8'-0"(PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 20
----.._--
H105 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
--~-
H106 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
..-..
H108 2'-10" x 8'_0" 1-3/8" B WD NR ! NA , 3/A-525 1/A-525 2/A-525 21
H108A 7'-4" x 8'-0" 1-3/4" H AL NR 12/A-501 10/A-501 11/A-501 11
-... "-
H109 2'-10" x 8'_0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 21
,--, ,,~
H110 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
H 111 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/ A-525 23
--
H112 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 23
H114 14' -0" x 8' -0" 1-3/4" K AL NR 12/A-501 10/A-501 11/A-501 11
...- --...--..
H115 2'-10" x 8'_0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
H116 ' 2'-10" x 8'-0" 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 21
I - ---.------
2'-10" X 8'-0" i 1-3/8" 3/A-525 1/A-525 2/A-525
H117 B WD NR NA I 23
H118 2'-0" x 8'-0" (PAIR) 1-3/8" B WD NR NA 3/A-525 1/A-525 2/A-525 24
-
H118A 9'-4" x 8'-0" 1-3/4'" J AL NR 12/A-501 10/A-501 11/A-501 11
--
!
-.--.--.
!
NOTE:
FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
NOTE:
GC IS RESPONSIBLE
TO COORDINATE ALL
M.O. WITH APPROVED
WINDOW/DOOR
MANUFACTURER TO
ACHIEVE FFH REQUIRED
32" CLEAR OPENING
DISP.
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2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
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5
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REV/SION 5
REV/SED RA Ti
DEPARTMENT
OPENING PR
---^,---,^-
Keyplan
A A A A A
SECOND FLOOR
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PRQ'TECTION AS AND
"ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECT10N INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WElL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
- I
03540
CONSTRUCTION DOCUMENTS
.. '"~-
A-425
~e~idell~
I; ~~
.~ ,
~ .~
BPRC Submital:
Date Plotted: November 08, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
BUILDING DEPARTMENT COMMENTS
JUNE 20. 2005
6 Revision #6 - July 8,2005
,M, '/'~
CfilJx
I .M'7~1??2,~;e'1!#:'?1"tt~ '. '-
I PROJECT NO. 03540
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XREFS:
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A_Units-2
AJPI
A_Units-3
LFum-3
mB
A_FP2
A_Fp.PB'-l
A_FP'Symb
A_SP
S_Col-2
S_Col-l
5 Col-3-6
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L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
CEILING LEGEND
,~
I
~
L11
l-X~
IT] BATHROOM FAN BL-X EXTERIOR WALL MOUNTED FIXTURE
l-~
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BATHROOM VANITY
l-~ SURFACE tt10UNTED CEILING LIGHT FIXTuRE
Kt=~ III III DECORA TIVE SURF ACE MOUNTED FLUORESCENT LIGHT SM
l-~-9-
L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE
KL-X
l-~
L-X(Q) RECESSED CAN LIGHT BL-X . WALL MOUNTED ENTRY DOOR FIXTURE
RC-X
LS~ (Q) L-X-9-
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L-X 6 L-X 4-
RC- X D DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT
L-X 6 L-X 0
RC-X D DIRECTIONAL SPOT LIGHT RC-X CABINET ACCENT LIGHTING
( ) L-X @-
SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER
UNDER CABINET LIGHTING
CEILING 9' 6" AFF
ARCHED DRYWALL SOF~T
ABOVE MASTER VANITY
AIR SUPPLY
~
~
'I
REVISION 11 - 6TH FLOOR CEILING &- WINDOW
HEIGHT CORRECTIONS
REVIS/ON #11 - JANUARY 24, 2006
REVISED CEILING HEIGHT AND ARCHED WINDOW
TOP TO A VOID CONFLICT. CHANGES HAPPEN AT
LEVEL 6 ONL Y./N UNITS F,G &- H
REV/S/ON 2
ADDENDUM #2 - FEB. 14, 2005 LlGTH/NG CLAR/FlCA TlONS.
ADDED LIGHTING NUMBERS TO COORD/NA TE W/TH THE
SPEC/FICA TlON SECTION SEE SECTION 16000
LIGHTING SPEC/FICA TlONS PAGES 1 through 4
CEILING 9'-4" AFF
CEILING 8'-8" AFF
D
[J
RETURN AIR
CEILING 8'-4" AFF
EXAUST FAN
/.
l
. I STUCCO FINISH ON UNDERSIDE OF -or- . FIRE SPRINKLER HEAD
I SLAB SEE DETAIL 11/A-505
I STUCCO FINISH ON ARCHWAY SOFFIT ... FIRE SPRINKLER-SIDE WALL
~ SEE SECTION 2/A-310
I' -' --, I INDICATES EXTENT OF CROWN MOULDING
L__--1
I
GENERAL
NOTES
1. CENTER ALL LIGHTS ON SOFFITS OR BETWEEN SOFFITS UNLESS
OTHERWISE NOTED.
2. CONTRACTOR TO REVIEW SPECIFIC LIGHTING LOCATIONS WITH
INTERIOR DESIGNER OR ARCHITECT PRIOR TO INSTALLATION.
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,--
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~esidE'tll~.
.tI.. ~~
~ ,
~ ,.,.
A A A A A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C~~L~a,~c~ {f:~"'" ;;~lJc.r.a~
.~'1"
I PROJECT NO. 03540
SECOND FLOOR
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USQ, AS AMENDED
DECEMBER. r 990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT lIM1TED TO mE OVERALL FORM AS WElL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF mE DESIGN.
J
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10,2005
LATEST REVISION DATE
&Addendum #2 - Feb 14,2005
11 Revision #11 - January 24, 2006
4 Revision # 14 - April 5, 2006
03540
--'-,----
CONSTRUCTION DOCUMENTS
~~~..~,--~--~
~,
May 25,2006
JUNE 7, 2006
A-426
Rev #30 - November 13, 2006 History Set
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'ARCHITECTLllAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO 1HE OVERALL FORM AS WelL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
A A A A A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Sea grove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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Date Issued: January 10, 2005
LATEST REVISION DATE
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08/0912005 - RFI #3 MIRROR REVISION
..--
Revision # 13 - March 28, 2006
Revision #26 - September 6, 2006
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PROJECT NO. 03540
03540
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CONSTRUCTION DOCUMENTS
A-427
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TILB - 8.5 xli lar
UNIT FINISH SCHEDULE
CLUB HOUSE
I I WALLS J CEILING
ROOM NO I ROOM NAME FLOOR I BASE I N I S E I w' I TRIM MATL HEIGHT
II I I
.f.~2.2.2.~OYER _ T WD I PT1~1 PT1 PT1 PT2 PT2 NOTE 3
~,02 fO_RAGE 1 ,T . WD I PT1 i PT1 PT1 PT1 I PT2 1 PT2 NOTE 3
~H 1 03 ---+, MECH n.. _ i T 1 ~-i PT1 I.en 1_ PT, PT, -t- PT2 f PT2 NOTE'
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CH111~_ r T WD PT1 I PT1 PT1 PT1, PT2 PT2 NOTE 3
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NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 4
NOTE 1,4 & 7
NOTE 1,4 & 7
NOTE 1,4 & 7
NOTE 4
NOTE 4
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SPECIFICATION KEY
CPT i CARPET
VCT 1 VINYL COMPOSITION TILE
- --
WD I WOOD
PT I PAINT
VB j VINYL BASE
WC WALLCOVERING
T TILE
ST STAIN
----+-- '
TA I TOILET ACCESSORIES
EQ . APPLIANCE
GL GLAZING
S I STO N E
ACT ! ACOUSTICAL CEILING TILE
PS PRE CAST STONE
SI , SPECIALTY ITEM
NOTE:
SEE SPECIFICATIONS FOR INSTALLATION
INSTRUCTIONS & FINISH INFORMATION.
GENERAL NOTE
PX' FOR PARTITION TYPES SEE SHEET
@ A-521
B
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5'-2"
TOilET ACCESORIES NOTE: SEE SPEC.
FOR MORE INFO. ON
TOILET ACCESSORIES.
ITEM # ITEM MOUNTING HEIGHT A.F.F.
ITA-1 I TOILET TISSUE DISPENSER . 24" TO CENTERLINE OF UNIT
ITA-2! 18" TOWEL BAR ~ 54" TO TOP OF UNIT
ITA-31 24" TOWEL BAR .&. .. 154" TO TOP OF UNIT
IT8J 30" TOWEL BAR ... ... 54" TO TOP OF UNIT
ITA-51 TOWEL RING ..- 59" TO TOP OF UNIT
ITA-51 NOT USED
ITA-7! SHOWER CURTAIN ROD - 6' -6" TO CENTER OF ROD
ITA-8 I I NOT USED
ITA-9 I SOAP DISH 0 44" TO UNDERSIDE OF SOAP
DISPENSER
ITA-l01 MIRROR
~ -
MIRROR
~ MIRROR
ITBlI DOUBLE TOWEL BAR .L .L 54" TO TOP OF UNIT
ITS] GLASS SHELF I I 54" TO TOP OF UNIT
ITA-131 RESIN TOWEL BAR .&. ... .54" TO TOP OF UNIT
~ SURFACE MOUNTED SOAP DISP.
~ TOILET TISSUE CABINET
[TA=171 PAPER TOWEL/WASTE
~ SANITARY NAPKIN DISP.
RA=191 42"GRAB BAR
rTA=2Ol 36" GRAB BAR
fTA=22I SOAP/SHAMPOO DISPENSER 2 PER SHOWER HEAD
FINISH NOTES
1. HALF TILE WALL - SEE INTERIOR ELEVATION
2. MIRROR TO BE CUSTOM FRAMED BEVELED IN BATHROOMS.
3. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT.
4. SEE SHEETS A-701 THRU A-712 FOR FLOOR PATTERN
LAYOUT AND CARPET TO TILE TRANSITIONS.
5. ALL INTERIOR WALL PAINT - FLAT (UNLESS OTHERWISE
NOTED)
6. ALL INTERIOR TRIM PAINT - SATIN FINISH
7. WALL PAINT - EGGSHELL FINISH- LAUNDRY ROOM &
BATHROOMS
I~
I
II
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DOOR NOTES
1 PROVIDE CLOSERS AT COMMON AREA DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE.
3 UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS
REQUIRED.
4 PROVIDE SMOKE TIGHT DOORS AT STAIR LOCATIONS.
5 REFER TO SPECS FOR DOOR GLAZING.
6 EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL
BE GALVANIZED.
7 DOORS SHALL MEET LOCAL WIND SPEED
REQUIREMENTS.
B PROVIDE ADA COMPLIANT HARDWARE AT COMMON
AREA DOORS.
9 PROVIDE FIRE GLAZING AT RATED CONDITIONS.
10 PROVIDE SAFE1Y GLAZING IN DOORS AND WITHIN 24"
OF DOORS.
11 SEE STRUCTURAL DRAWINGS FOR WIND LOAD
SCHEDULE. NOTED ALL "wALL, EDGE ZONE" IN
REMARKS ALL OTHER DOORS "WALL, INTERIOR ZONE"
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
LOCATION
DOOR lEGEND
DOOR & FRAME
WD WOOD
HM HOLLOW METAL
AL I ALUMINUM
GLAZING
A 1 IMPACT RESISTANT GLASS
B i FIRE RATED
C CLEARED GLASS
D TEMPERED GLASS
I
I
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UNIT DOOR SCHEDULE
DO~R SIZE DOOR FRAM E LABEL GLAZE JETAILS -- HDWR REMARKS
TYPE TYPE TYPE HF:A[) JAMB ,~~~ SET
IHKr:-'
220 3'-0" X 8'-0" 1-3/4" G HM 45 MIN 3/ A-501 1/A-501 2/A-501 1
-- -~
221 2'-0" X 8' -O"(PAIR) 1-3/4" B WD 3/A-525 1/A-525 2/A-525 2
---!.~,
222 2'-0" X 8'-0"(PAIR) 1 -3/4" B WD 3/A-525 1/A-525 2/A-525 :~t - u .. ..... . ..
223 2'-0" X 8'-0"(PAIR)1-3/4" B WD 3/A-525 1/A-525 2/A-525
224 2'10" X 8'-0" 1-3/4" B WD 3/A-525 1/A-525 2/A-525
-, ---
225 2'10" X 8'-0" 1 -3/4" B WD 3/A-525 1/A-525 2/A-525 4
226 2'10" X 8'-0" 1-3/4" B I WD 3/A-525 1/A-525 2/A-525 ~
--
227 2'10" X 8'-0" 1-3/4" B WD 3/A-525 1/A-525 2/A-525 4
228 2'10" X 8'-0" 1-3/4" B WD I 3/A-525 1/ A-525 , 2/ A-525 3 ~ '.
229 3'-0" X 8'-0" 1-3/4" P ALUM 3/A-502 l/A-Su: 2/A-S02 . S
230 3'-0" X 8' -O"(PAIR) 1-3/4" M ALUM 3/A-502 ~;:=:~~ . -~;:=:~~-~~ I . .. - - --
3'-0" X 8' -0"(PAIR)1-3/ 4" ALUM 3/A-502 I
231 M
=L-=l- -----
i
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--------,-
- --+ ---
I
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NOTE:
FOR DOOR TYPES, SEE SHEET A-441
TYPICAL UNIT DOORS ALL FLOOR LEVELS;
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHIEVE FFH REQUIRED 32" CLEAR
OPENING
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REVISION 21
CLUBHOUSE BA THROOM REV/SION
ADDED A URINAL CH-101
4'-~"
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REV/SION 10
PLUMBING QUESTIONS AND
DIMENSION CLARIFlCA TlONS
~
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BLOG DEPT COMMENTS 4
REV/SION #4 - MA Y 18, 2005
REVISED BA THROOM LA YOUT FOR DOOR
CLEARANCE,
1-
CD ;~LARGED FLOOR PL~~/4~~;o~~~P~~~~
0' l' 4' 8'
\
,---~-,y
Keyplan
A A A A A
SECOND FLOOR
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYIlIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. !7USO, AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARcHm;cruRAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
^RR^NGEMENT ^ND COMPosmON OF SP^CES ^ND elEMENTS OF THE DESIGN.
03540
~.))4:.. ..~ ",". ..' ,'"... <15;2J-~),.
C7./~7€<<;L"C#/jflt:d "'':~::?''<~dd~''i6
--
CONSTRUCTION DOCUMENTS
"
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BPRC Submital:
Date Plotted: November 10. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
~',.', ,",".~'.-,,' $ide.....
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4 Bldg Dept Comments. May 18.2005
BUILDING DEPARTMENT COMMENTS
JUNE 20,2005
01/0312006 - RFI #26 DIMENSION
CLARI FICATlONS
07/2612006 - ASI #39 Clubhouse
Bathroom Revision
Rev #30 - November 13.2006 History Set
A-428
PROJECT NO. 03540
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L I G H TI N G LEG END LOCATE LIGHTING AT CENTERLINE OF SPACE, WALL, OPENING, ETC. UNLESS DIMESIONED OTHERWISE
CEILING LEGEND
L CEILING g' 6" AFF ARCHED DRYWALL SOFFIT
ABOVE MASTER VANITY
CEILING 9'-4" AFF LJ AIR SUPPLY
CEILING 8'-8" AFF D RETURN AIR
CEILING 8'-4" AFF D EXAUST FAN
c=J STUCCO FINISH ON UNDERSIDE OF -or-- FIRE SPRINKLER HEAD
SLAB SEE DETAIL 11/A-505
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SEE SECTION 2/A-31O
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REVISION 21
CLUBHOUSE BA THROOM REVISION
ADDED A URINAL CH-l07
EXPANDED THE ROOM SIZE
BLOG DEPT COMMENTS 4
REVISION #4 - MA Y IB, 2005
REVISED BA THROOM LA YOUT FOR DOOR
CLEARANCE.
REVISION 2
ADDENDUM #2 - FEB. 14, 2005 LlGTHING CLARIFlCA TlONS,
ADDED LIGHTING NUMBERS TO COORDINA TE WITH THE
SPECIFlCA TlON SECTION SEE SECTION 16000
LIGHTING SPECIFlCA TlONS PAGES I through 4
L-X~
[f] BA THROm.1 FAN BL-X EXTERIOR WALL MOUNTED FIXTURE
L-X~
Q) JUNCTION BOX FOR FUTURE CEILING FAN OR LIGHT BV-X WALL MOUNTED LIGHT (VERIFY HEIGHT)
BATHROOM VANITY
L-~-9-
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L-~-9-
L-X I I FLUORESCENT LIGHT FIXTURE (LAUNDRY LOCATION) BL-X SURFACE MOUNTED BALCONY LIGHT FIXTURE
KL-X
L-X~
L-X(Q) RECESSED CAN LIGHT BL-X WALL MOUNTED ENTRY DOOR FIXTURE
RC-X
LS~ (Q) L-'-Q-
RECESSED SHOWER LIGHT CL-X CLOSET LIGHT
L-X 6 L-X -+
RC-X DIRECTIONAL SPOT LIGHT BL-X SPECIALITY PENDANT
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SURFACE MOUNTED FLUORESCENT LIGHT PF-X CHANDELIER LIGHT FIXTURE BY OWNER
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GENERAL
NOTES
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
C B A A A A A B H
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
/';~~:j ,/..-- ... a:~.::i"~.--) .
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03540
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CONSTRUCTION DOCUMENTS
f----'
&. Addendum #2 - Feb 14, 2005
ffi Bldg Dept Comments, May 18. =
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SECOND FLOOR
f----.-",---"
May 23, 2006
A-429
02003 THESE PLANS ARE COPYRIGHTED At<D ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" Ut<DER SECnOt< 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORkS COPYRIGHT PROTECTlOt< ACT OF
1990 THE PROTECTION tt<CLUDES BUT IS t<OT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSmON OF SPACES AND ELEMENTS OF THE DESIGN,
.&. JUNE 7, 2006
A 07/26/2006, ASI #39 Clubhouse
~ Bathroom Revision
Rev #30 - November 13, 2006 History Set
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
SECOND FLOOR
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
B A A A A A B
I
_ J
02003 THESE PLANS A~E COPY~IGHTED AND A~E SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WO~K" UNDE~ SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBE~. 1990 AND KNOWN AS A~CHITECTU~AL WORKS COPYRIGHT P~OTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
~e1?idetl();
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CONSTRUCTION DOCUMENTS
A-430a
Rev #30 - November 13, 2006 History Set
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ORIGINALL Y ISSUED
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.
00
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
07/26/2006 - ASI #39 Clubhouse
21 Bathroom Revision
"
DD
~
CLUBHOUSETOILET
CLUBHOUSETOILET
CLUBHOUSETOILET
SCALE: 1/2" = 1'-0" WHEN PLOTTED AT 24 X 36
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I Keyp'an
4."Jcs1de,t)
V <:-~
~ "$i
~,".' ',,'
r f'f
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C B A A A A A B H
C?):ls;~~Lte:~'-C4f {~~tZ, ;,!,.z~
~,,':T'
J
Rev #30 - November 13, 2006 History Set
l_
SECOND FLOOR
PROJECT NO. 03540
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROJECTION AS AND
"ARCHITECTURAL WORt("' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROJECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
03540
,-'-
CONSTRUCTION DOCUMENTS
-,
.,~
..-
A-43Gb
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ADDENDUM #J - MARCH JO, 2005
REV/SE RA TlNG A T [LEV. SHAFT
~l
03540
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I
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
~ July 28, 2006
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I
I
CONSTRUCTION DOCUMENTS
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.. ' .C":
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
A-432
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Rev #30 - November 13. 2006 History Set
02003 THESE PLANS ARE COPYRIGHTED AND "RE SUBJECT TO COPYRIGHT PROTECTION AS AND
""RCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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L.'~.' ','
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUIIJECT TO COPYIllGHT PROTECTION AS AND
"ARCHITECTURAL WORK" ~ NDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
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Date Issued: January 10, 2005
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LATEST REVISION DATE
A1 July28, 2006 _____
CONSTRUCTION DOCUMENTS
~
A-433
Rev #30 - November 13,2006 History Set
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WALTON H. CHANCEY & ASSOCIATES
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYIlIGHT PROTECTION AS AND
"ARCHITECTURAL WORr UNDER SECTION 102 Of THE COPYIlIGHT ACT, 17USO. AS AMENDED
DECEMBER, 1990 ANO KNOWN AS ARCHrTECTURAL WORKS COPYRIGHT PROTECTION ACT Of
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1860 Republica de Cuba Tampa, Florida 33605
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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LATEST REVISION DATE
Revision # 13 - March 28, 2006
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5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROJECTION AS AND
"ARCHITECTURAL WORK" UNDER SECll0N 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
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ADD SHEET
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Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Revision # 13 - March 28, 2006
03540
CONSTRUCTION DOCUMENTS
A -438
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5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
Cl'lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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T-
GC IS RESPONSIBLE TO COORDINATE ALL M.O.
WITH APPROVED WINDOW/DOOR MANUFACTURER
TO ACHEIVE FFH REQUIRED 32" CLEAR
OPENING
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I
I Keyplan
-,
I
~.
. .. .. '
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
,
,
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMl'TED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
SEE SCHED.
---r
2'-0" 2'-0'"
t MAX t t MAX t I
SEE SCHED. t
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I
REVISION 6
REVISED DIMENSIONS A T WINDOW TYPES '/
& 'K~' ADD DIMENSION A T WINDOW TYPE
'H:' REVISE DIMENSIONS A T FRAME TYPE
HM3; ADD GENERAL NOTE
REVISION 11 - 6TH FLOOR CEILING & WINDOW
HEIGHT CORRECTIONS
REVISION #11 - JANUARY 24, 2006
REVISED CEILING HEIGHT AND ARCHED WINDOW
TOP TO A VOID CONFLICT. CHANGES HAPPEN AT
LEVEL 6 ONL Y.IN UNITS F,G & H
REVISION 3
ADDENDUM #3 - MARCH 30, 2005
REVISE LOUVER TYPES C & 0
DELETE FIBERGLASS REFERENCE A T
DOOR TYPE 'G'
~.. ,,' e$.ide,~
F "Ie..
Ii . '~~
..~' ,
~ ;!'t
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
BUILDING DEPARTMENT COMMENTS
5 JUNE 20. 2005
.& Revision #6 - July 8,2005 .
11 Revision #11 - January 24, 2006
03540
--
CONSTRUCTION DOCUMENTS
---,
--
SCHEDULES
PROJECT NO. 03540
--
C~")J;{.:0'- ,//~~w:.
'.,w'7,,'it>?l€k:I'J#d"JK:<:#f ~L_.. IJZ'?:J&<!;?:c
A-441
J
L
Rev #30 - November 13.2006 History Set
XREFS:
A_FP3
A,.Units-2
A_FPI
11.,_ U nits-3
LFum,2
I_Fum-3
TTLB
A_FP2
A_FP,PEN
A FP-Symb
A_RnishLegend
S_Col-l
LCol-2
S_Col,3-<S
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DOOR NOTES
PPO'/IDE CLOSER: AT C~J~vllvlC)lj AREL\ DOORS.
REFER TO SREC FICATIOI\IS FOR H.ARDWARE SCHE::)ULE.
3 UIJCERCUT Dor:Jp;S WITHIIXI INDIVIDUAL U~JITS AS
REiJlJIRED
+
PROVIDE 9M)1 E TI:,HT DOORS AT3T,6!R LOCATICil'~S
------..-----.--- I
DOOR SCHEDULE COMMON AREA
DO~R SIZE DOOR FRAI'v1 E L,t'lBEL, GLAZE -- U::.IAIL~ HDWR RElv1API
TYPE TiP E TYFE HEAD IN\~B THREe;, SET
101 <':,' ~O" x 8'-0" (PAIR) I ~3/4" A HIv1 45 MI~J 3/) 504 /; ~504 i 2/1'I~504 C
'-
--- 190
102 3,' -0" x 8' -, 0" 1 ~3/4" p, Hlvl Ivll ~j I l/) 504 : /A~ SOL 2/A- ::104 7
103 3' ~ 0 " 8' ~O" (PAl R) 1-3/4" M H ~v1 , 3/A502 Sllv1.1 1 ~ SI\II. )/, ') SII\v1 E'
X
104 , ,," p,' _(1" (;:lA.IR) 1-3/4" M HIv1 if SII\t I S11'v1. 1/. 02 I 8
-!--' , ~ v
-- ----------j
105 3'-0" 1. 8' ~O" (FA.I R) 1-3/4" M ! Hlv1 I 3/A502 SIM. //\502 SII;1 2/. IV!. 8
---.-.-- ---- -,,, ,-
! 10Ci ~:-,'~O" 8'-0" (PAl R) 1 ~3/ 4" M HM I 31 A5:J Silk I ") SIM. 2/. S II\~ 8
x: -
, 107 I,,' -0" ,-,' I'" '1-3/4" A HM i/I 504 1/1 504 2/A 504 9
I ~ X o -'vl
i08 \ -- 0" ;:< a'-o" (PAl R) 1-3/4" A. H\;1 45 Iv11\ : 6/A.~::)OI 4/A 501 5/A- I 10
-, -----~-----
109 3' -0" X a'~o" WAIR) 1-3/4" A HIv1 6/A.'-501 /LI,-501 )/ ~::01 6
11 J -0" x a'~o" 1-3/4" A HM 90 Iv11N )/1 504 I/A- ::,::)4 2/A =,04 7
~
1 11 :s' -0" x 7'-Oll :1_3/4n A HIV 3/A-504 I/A 504 2/. =,04 II
I
112 3'~0" 7' -0" 1-3/4" .A HM 3/A-504 I/A-::04 2/; 504 12 I
x
I
I
- -
I !
------------..-.--.----..---- .-.--
,
I
I
--,----~ -------- I
--.,,~~'~----~-----1
I I
!
I I I
-
I
i\JOTE
FD~ DOOR TPES, SE::: SHEET 1\-44.1
T\ PIC,Al i~I' DOORS ALL FLOOR LE\JELS;
5
C;:UTR TCi SFF3 f-OR DOOR GLAZI\IG
DOOR SCHEDULE COMMON AREAl
DOOR SIZE COOR :'RAIVE LABEL HDWR F' EI\1P-F' f\
TrPE TYPE SET
:201 3' -0" )! a'-o" ! ~3/ 4" A, HI'v1 45 Ivlll'-J , 9
202 !3'-0" >: ;3'-0" 1 ~3/ 4" A HI~ 45 I~ ~1, L3
203 '3'-0" / ,3' -0" 1-3/4" A HlvI 90 Mlij 14
------------------
204 ::/ _ 0 ~l >- a'-o" (PAIR) I ~3/4" M2 HM 20 \11 N. 6
205 3'-0" y 8'-0" (PA,IR) 1-3/4" I\~ HIv1 NR I ::J
~-_._--
i207 3' -0" a'~o" I~ D, H'v1 90 1'v11 ~: 16
-,.,_._----;----~--- ---..
208 ~, n" 8'~0" 1 ~3/4 A HI\;1 45 i\~ 11\j . 13
.) -u 'x:
----.-----
210 2'-10" 1. 8'-0" (PAl 1 ~3/4" A HIv1 I\R -17
--------
211 3'~0" I. a' -[)" 1-3/4" A HM 90 IV Ilj I 3/A~504 14
._--,-~ ~----
f~
~!
DTER!(lR HI':::LliDW IvlETt'\L DOORS AI~D FRA'vIES.3HALL
BE G,6L\!AI~IZED
--,-----~_.--,--
DOORS, SHALL IvlEET LOCAL \NIND SPEED
FEOUIFEMEcITS,
E: PRCVIJE ,ADA MPLlA"H HA.PDWARE AT COlv1MOli
AREA DOORS--.
PROVIDE FIRE r~_,6=II\(; AT RATED OIJDITIOI\S.
1 (I RR,[I\/IDE S.L\FET GLAZIIK. IN DOCRS PI ID WITH!IJ 24"
OF DO'ORS,
11 SEE STRUCT F',LlL [JRAWII,GS FOR WIN[' LOAD
SCHEDULE. 1~(1TED ALL EDGE :::011[' IN
REMAPI,S ALL liTHER DOORS WALL, IIITERIOR Z'CIJ['
12 REFER TO FLOOR PLANS FOR DOOR TAGS AND DOOR
'_rJCATliJN
DOOR LEGEND
! D(KIR
FR.AIvI E
! i
WD VI/OOD
Hlv1 HOLLON 1\;1 ETAl
AL ALUM I'J IJ 1\1
GLAZII,IC.
..
P-, I IV PACT FE31STAU C; LASS
B FIRE RAT E [)
C' CLEARED I..A::S
D I TElv1 F'ER E[I CLASS
!
,----_._--~-
I
-=c--
IJOTE:
FOr:: DOOR TYPES, SEE SHEET A-441
TYFICAL UI\jIT DOORS ALL FLODR LEVELS,
-
1.J""I,.,H,j! ~IV';~:'-: 11" --
"
DOOR SCHEDULE COMMO - ',' .,"':;1.. ! lilj ~~ I, ., ;"if; 1'11\
IA ) :A "~--l .
in ~ :. ._.
. .' . () f ,. ')Q ;!?
DOlt DOOR FRAlv E L.ABEL 1i~tE UI::.IA,IL.\:J HDWR ! f " .' ~ oJ r"
SIZE ,,- S ; :
TYPE TYPE HEAD IAI\i1B THRc-S. SET "
301 ". ' :~' " 8'~0" 1-3/4" A HM 45 i\Wj 6/) 50' f/LI 501 ::,/.A~5JI 9 ~ /A\ 0 ~ l[) ill CYJ~
~ _I\) v !
302 c' " 8'~O" 1 ~3/4" A f-iM 45 1,111\J. 6/A-501 4/A 5e)1 5/ A~50 1 13
~, ~ "
_._--------_.__.._---~--
3'~O" 8'-0" 1-3/4" H ~v1 90 I~ II; 3/A~504 1/1 504 I 504 . 4
303 .\ A '.
304 13' _~]" x 8'~O" (PAIR) 1 ~3/4" 1'v12 H 1'v1 20 ~JIII'~ . / A.-SOl 4/A~501 5/A SOl 6
._----^' .~
305 3' " 8'-0" (PA.IR) 1 ~3/4" M HI'vI 1m I 6/A~50i '/1 -SOl 5/A~501 15
~ >< I
307 3' -IJ" >< 8'~0" 1-3/4" A Ht/I ~m ; 6/ p-,-501 /A~5 1 2,/. ~50 1 16
--
~, 1 ~3/4" , )/1 5/A' 50' i 1 -::
308 l" 8'-0" A H~1 !45 1v'llij SOl 1\ "- I
j -I_- V h-~ I ~I
309 2'-10" >< a'~o" (P.AIR) 1 ~3/4" A HM l\jR i/I 501 /A-5Cl 51 SOl 17
310 -, a'-o" 1-3/4" A, HIv1 90 1\/1 i hi ;/1 501 4/A~5C1 5/,11 501 14
, ~ "
,
--,---,-~---_.-
I
701 ~, -0" " 7'__0" 1--3/4" A H 1'v1 18 F'OOF ACCESS DOOR!
.'J
- I --~-'------1
I
702 " ,0 7'-0" 1 ~3/4" A H I\~ la I ROOF A'[CEC:,S DOO;;:
o ~
,-- ---
!
- ----..--- ----"',
, .
-.--
-,.- f----
I --1--
! -~
! i !
i - -
- -_.._.._-~-----~------"-_.""-"-
I~OTE.
FJR DOOR TYPES, SEE SHEET A.~441
TP,CAL !JIm DOORS AL_ FLOOR LEIVELS;
Keyplan
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK' UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND elEMENTS OF TliE DESIGN.
od,', > ',e1?idfi;th
v ' ..~c::-~
~ .,.~
;l: ~
~ "'
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
CONSTRUCTION DOCUMENTS
03540
ill BUILDING DEPARTMENT COMMENTS
5 JUNE 20,2005 ,
~-m, , ;#~" , ~-""'".'''''''''''''''''
.) ",.,,' "'. ." ",,'."./ ?:2,<)
c~ "f{;t€"Latt:r~'fI<!'t:rJ' ~/ <zddJ.r~p'6
it?
A-442
PROJECT NO. 03540
Rev #30 - November 13. 2006 History Set
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XREFS:
TTLB
A..SC
2" 3'-0" 2"
H--, ---1[
!,I I:
-'--'- 2" HIGH LIP,
TYPICAL AT SIDES
OF RAMPS AND
LANDINGS
2'-8" OPEN
3'-0"
I ~~~ERIOR
~DING
I I
~I
~I
.
Cl
I
r.-.,
INTERIOR SIDE
NI
=1
INlERIORI 1
LANDING , <r r
r.-.,
2'-8" OPEN
<0
I
Ln
JJ 3'-0" l-
EXTERIOR RAMP,
OPTION 2
SLIDING GLASS DOOR THRESHOLD
( 16 P"L~~ FO_R REMOVEABLE FFH RAMPS
"0)
I
-:..r
EXTERIOR SID
t
.
Cl
I
Ln
~
. I
"~ I
~
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EXTERIOR
LANDING
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L 5'-0"
,-~
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EXTERIOR RAMP,
OPTION 1
:'15\1
JAMB
I
1
----'"
l
~
"7, ~1 = " '_ ~l
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~IL~=~~ -~-~--
------ ---------'--
:~ ---~~~~
..
L.
l~----
\\14\1
JAMB
--4
~
1
f
-:;"=1
EXT.
~
STUCCO SYSTEM
SEE SPECIFICATIONS
t---
~~ t 1"
RIGID FOAM
BOARD --- --
.<0 I
STUCCO FINISH 1
OVER REINFORCING,
MESH-
'J' BEAD--
t-
.1-.\
l
I
I"
II I ~ "
I '
I! L2.
1
---.J/
/
<J
.J
2
~ -~..- -
I
LAP MESH ----r- / .
~" SEALANT L:' ..'
OVER BACKER ROD - / I
TYPICAL ALL SIDES --, /
---yL
----r ,L-
! '
!
EXT.
131
JAMB @ SLIDI
INT.
8" CMU WALL
BA TT INSULATION
%" GYP, BD.
- ~" F,R. WOOD
BLOCKING
- 1%" METAL STUDS
@ 16" O,C.
INT,
-;;)'=1'___1',"
~T (IF'EF:AT!I\I~ FANEL'H[EHj(~,T!LE':
EXT.
8" CMU WALL
STUCCO SYSTEM
SEE SPECIFICATIONS
INT.
EXT.
INT.
/\
-1/./1
\J x
-- STUCCO SYSTEM
SEE SPECIFICATIONS
- 8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
R8NFORONG INFORMATION
- 8" CMU WALL
STUCCO FINISH
COA T OVER
REINFORCING MESH
RIGID FOAM BOARD
~" SEALANT
OVER BACKER ROD -
TYPICAL ALL SIDES
SCHEDULED FRAME
SCHEDULED DOOR AND
HARDWARE AS
SPECIFIED
,j
LAP MESH - -...., I'
'~- BATT INSULATION
>
/ '
. <]
_ %" GYP. BOARD
1 %" METAL STUDS
8" CMU LINTEL
REFER TO STRUCTURAL
DRAWINGS FOR
REINFORCEMENT
INFORMA TION
j
d
<J
j
.4
Ll <J
'"
'"
<J
.
<0
."
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~ 8'-4" An."
DRIP --
,~ SCHEDULED SLIDING
GLASS DOOR
EXl
I
l~
I I
I'
I ~~,' I
HEAD @ SLIDING
'~'---..,
X SEALANT OVER
BACKER ROD -
TYPICAL ALL SIDES
'J I
--,1 ,
v
INT.
INT.
EXT.
HEAD
DOOR
9\
)
/
(12,\)
\ \
:1"=1'-0"
,;1 F!XE[' Pi\,:H
3"=1'-0"
'~'
INT.
EXl
I
/
SCHEDULED DOOR
AND HARDWARE
EXl
INT.
SCHEDULED SLIDING
GLASS DOOR
DOOR THRESHOLD SET
IN FULL BED OF
SEALANT - SEAL
THRESHOLD TO JAMB
AND ALL FASTENER
HEADS (TYP.)
- TYPE 1
WA TERPROOFING
, MEMBRANE
FINISH FLOOR AS
SCHEDULED
I
It-
,
TURN WATER-PROOFING
BASE UP
WATERPROOFING - -',I
TURN UP W' AT SILL,
ENDS UP 4" TO 5" AT
JAMBS
SET THRESHOLD IN
FULL BED H.S. GROUT
-- CONC. SLAB - REFER TO
! STRUCTURAL DRAWINGS
>
FINISH FLOOR AS
SCHEDULED - VERIFY
HEIGHT AND COORDINATE
WITH FFH REQUIREMENTS
PRIMARY SEALANT
SECONDARY SEALANT - "
TYPE 1 WATERPROOFING
MEMBRANE -~\
-~ SLOPE '\
<J
,j
~
J
PROVIDE SLOPE A WA Y
'1 FROM DOOR (TYP.) SEE
" PLAN. VERIFY CROSS
SLOPE MEETS FFH
REQUIREMENTS (TYP.)
"
<J
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~
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'1"
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THRESHOLD
8\
)
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(\ 11 \1
~)JI=1j
,3"=1'
II T F! XE[I P I\I'H
EXT.
INT.
INT.
EXT.
------- 'J' BEAD
BATT INSULATION
%" GYP, BD.
8" CMU WALL
STUCCO SYSTEM
SEE SPECIFICATIONS
8" CMU WALL
STUCCO SYSTEM
SEE SPECIFICATIONS
RIGID FOAM
BOARD
1/4" SIIIM
,//
MIN, (4) PER JAMB
AS SPECIFIED
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LAP MESH
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECT10N ACT OF
1990THE PROTECTION INCLUDES BUllS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMA TION
%" GYP. BD.
1%" METAL STUD
@ 16" O.C,
BA TT INSULA TION --,~
EXT.
8'-2" A.F.F."
SCHEDULED FRAME
INT.
,,~ STUCCO SYSTEM
SEE SPECIFICATIONS
- 8" CMU WALL
/ /~ LAP MESH
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INT.
AT F!XEC PANE:_
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DOOR THRESHOLD
SET IN FULL BED
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TO JAMB AND ALL
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~----
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SEALANT
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STRUCTURAL DRAWINGS
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PLAN. VERIFY CROSS '>
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//- 8" CMU WALL
//
~ STUCCO SYSTEM
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~
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.
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REFER TO STRUCTURAL
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JAMB @ UNIT DOOR
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BPRC Submital:
Date Plotted: November 16, 2006
Date Issued: January 10, 2005
--.-
LATEST REVISION DATE
2 Addendum #2 - Feb 14, 2005
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Rev #30 - November 13, 2006 History Set
CONSTRUCTION DOCUMENTS
EXTERIOR DETAILS
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDS)
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMfTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
PROJECT NO. 03540
INT. EXT,
- I-II U-IIIJlrlli .
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. I I.+-------H---,. ~ALUMINUM DOOR AS
I : SCHEDULED
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II
--- WA TER PROOFING MEMBRAN
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URETHANE "CAN'T" BEAD
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SILL @ BALCONY DOOR
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AND HARDWARE
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I IN FULL BED OF
;
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AND ALL FASTENER
HEADS (TYP.)
TYPE 1
WA TERPROOFING
MEMBRANE
FINISH FLOOR AS
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ALIGN STEP IN SLAB WITH
FACE OF CMU WALL
CONC, SLAB - REFER TO
STRUCTURAL DRAWINGS
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1
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WA TERPROOFING - -----....
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Ui
BPRC Submital:
Date Plotted: November 09, 2006
--
Date Issued: January 10, 2005
LATEST REVISION DATE
2 REV # 10/ ASI #8 - Dee 12,2005
03540
----,-
CONSTRUCTION DOCUMENTS
._~-
'-"-~-~-
A-501 B
Rev #30 - November 13. 2006 History Set
~__..xREF.s: "
TTLB
A....SC
...~/-
@
INDICA TES EXTENT OF WATER PROOFING
UP CMU WALLS OVER END DAMS
f
~ / fJ~c,~;" f
(' S~ '~'\ 'I
C)'; /~"
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FULL BED OF SEALANT
INTERIOR FLOOR SLAB
1Jf CONC, LEDGE AT SLIDING GLASS
DOORS
~, ~':::'.", , RUN WATERPROOFING OVER END DAMS
"/r~D SILL FLASHING EDGES UP WALLS
/ MID<SJLL FLASHING AS SHOWN ON THIS
,PEtAiL bEJAIL 8/A8,1 (TYP.)
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":>
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EXl CONC, FLOOR SLAB
2"X2" ALUM. SILL FLASHING ANGLE DAM
SET IN FULL BED OF SEALANT UNDER
SILL FLASHING ANGLE (G.C. OPTION:
PRE -FORMED PAN IN ONE PIECE WITH
WELDED CONNECTIONS, SET IN FULL BED
OF SEALANT - TO SAME DIMENSIONS)
FLAHING @ BALCONY SILL
N.T.S.
SLIP LOWER END OF JAMB
FLASHING MEMBRANE AND SILL
FLASHING MEMBRANE OVER
WATER RESISTANT BARRIER @
- THE WINDOW SILL
-- CMU WALL
/- BASE COAT
/-- FINISH COAT
CD
8
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r I
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CD
NOTES:
FLASH THE WINDOW OPENING BY INSTALLING MOISTURE BARRIER MEMBRANE AS SHOWN ABOVE BY WRAPPING THE ROUGH
INSIDE SURFACE OPENING.
~ PROVIDE NAIL ON WINDOW OVER THE FLASHING SYSTEM, AND THEN INSTALL THE STUCCO WATER RESISTANT BARRIER,
"Q PROVIDE LATH OVER MEMBRANE AREAS TO RECIEVE STUCCO,
FLASHING @ ROUGH OPENING
~'2"
,- I
b:J
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v
HEAD @ BALCONY DOOR
INT.
EXl
INT.
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INT.
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I
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
- -I
d,' ,'J e&idQ,q
v....., <::"1iIJ:\;
~ . '. '>t'\$
~ "
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
, (}).l<<"^-:-./ /. .., Co7J'")... " .... .'
'7J'it"J!t<L'<<l!~~<~ ,,_::?'~a:d&ifI). .f!'Jr'€1
*'";"-"
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND
"ARCHrTECTURAL WORK" U~DER SECTION 102 OF THE COPYRIGHT ACT, 17USO~ AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEC110~ ACT OF
1990 THE PROTECTION I~CLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
PROJECT NO. 03540
----.J
BPRC Submital:
Date Plotted: November 09, 2006
-,,~
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
'--
CONSTRUCTION DOCUMENTS
~~-~,--
EXTERIOR DETAILS
-'-'-'-,-,-----
A-502
Rev #30 - November 13. 2006 History Set
XREFS:
lTLB
^-SC
INI
8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMATION ---
%" GYP. BD. ----.
BATT INSULATION ---.
1 5/8" MTL. STUDS -
CON]NUOS SEALANT
OVER BACKER ROD,
TYPICAL ALL SIDES
ALUMINUM WINDOW
ASSEMBL Y
/'\
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vi
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- PROVIDE DRIP EDGE
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ALL SIDES
INT.
1 ~ ~T.
V
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 .W PAST TRIM EDGES EACH WAY
~15 ~~AD DETAIL @ OPER. WINDOW
} _ I -"
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12
INT.
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ASSEMBLY ---- -
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5/8" GWB --- -
1 5/8" MTL. STUDS ---
BATT INSULATION--
F.R. WOOD
BLOCKING -----
8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMA TION
INT.
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INT.
NOTE:
9/1
~~----- /'
'------~'
EXT.
2" ,
~
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-14 ~~:L DETAIL @ OPER. WINDOW
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INT.
BA TT INSULATION-
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@ 16" O.C.
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DECORATIVE FOAM
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I
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\;
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HEAD @ FIXED WINDOW
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STUCCO SYSTEM
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REFER TO STRUCTURAL
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INT.
L~
SLOPE
- 'J' BEAD
- ~" SEALANT OVER
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NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
8\)
---~.-----/
EXT.
~" SEALANT OVER
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1" LAP MESH
~
I
8" CMU
BATT INSULATION
<:,7 fl
..-2 <1
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-~ STUCCO SYSTEM
SEE SPECIFICATIONS
1%" METAL STUD
@ 16" O.C.
8" CMU WALL
~ RIGID FOAM
BOARD
STUCCO FINISH
COA T OVER
REINFORCING MESH
%" GYP. BD. ~
~
.1
"'~~" SEALANT
OVER BACKER ROD -
TYPICAL ALL SIDES
HEAD @ FIXED WINDOW
3"= 1'-0"
EXT.
4"
STUCCO
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RIGID FOAM
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\
, \
\
\
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\
\
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SET IN BED OF
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\/
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
EXl
1a.~AMB D_ETAIL @ OPER. WINDOW
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BACKER ROD, TYP.
~ ALL SIDES
/' ' ._-
V
LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 W PAST TRIM EDGES EACH WAY
INT.
8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMATION -
%" GYP. BD.
F.R. WOOD
BLOCKING,
SET IN BED
OF SEALANT
INT.
EXT.
- STUCCO SYSTEM
/- 8" CMU WALL
<I
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<I
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REFER TO STRUCTURAL
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':q-
- STUCCO FINISH
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. - RIGID FOAM BOARD
~- LAP MESH
EXl
3"=1'-0"
INT.
WOOD SILL AND
APRON ~-"
1 5/8" MTL. STUDS
BATT INSULATION-
F.R. WOOD
BLOCKING
5/8" GWB
INT.
HEAD @ FIXED WINDOW
3"=1'-0"
INT.
BATT INSULATION
%" GYP. BD.
1%" METAL STUD
@ 16" O.C.
INT.
Q)
NOTE:
o
EXT.
\ /
V
.- FULL BACK BEAD
OF SEALANT
PREFINISHED ALUMINUM
SILL FLASHING
2" /
--]. /
CONT. SEALANT
.
v
~ STUCCO FINISH
OVER REINFORCING
" MESH
2 'i. ',----- RIGID FOAM BOARD
1_____________~
- '~'l"-- LAP MESH
STUCCO SYSTEM
OVER 8" CMU
EXl
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
SILL @ FIXED WINDOW
-
DECOR A TIVE FOAM COLUMN
WITH STUCCO FINISH OVER
~ REINFORCING MESH
n
EXT.
8" CMU WALL
STUCCO SYSTEM
H3HIMtlI131::l -;10 All:)
ld30 S3~I/\H3S ll1J3~d0131\30
900~ 9 .0 33a: , (l~
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"
'----.
i\
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OVER BACKER ROD -
TYPICAL ALL SIDES
'--~ F.R., P.T. WOOD BUCK
SET IN BED OF
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\/
NOTE: LAP REINFORCING MESH OVER RIGID FO'AM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
JAMB @ FIXED WIMDOW
3"=1'-0"
l
~
I
I
I
I
\/
LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
I Keyplan
I
~
WALTON H. CHANCEY & ASSOCIATES I
ARCHITECTS P A
I
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
01000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROlECTION AS AND I
"ARCHITECTURAL WORr" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMEN DID
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROlECTlON ACT OF
1990 THE PROlECTlON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
V
'--.
/ .
STUCCO SYSTEM
8" CMU WALL
.1
.1
<I
4l
%" GYP. BD.
cl
<I
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.j <J
I '''.--' J' BEAD
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ALL SIDES
INT.
EXT.
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
(~~,:~D @ FIXED WINDOW
INT.
EXl
WOOD SILL AND
APRON -----____..
FULL BACK BEAD
OF SEALANT
PREFINISHED ALUMINUM
SILL FLASHING
i CONT. SEALANT
j
I ------'k-
~~
1 5/8" MTL. STUDS
BATT INSULATION
STUCCO FINISH
OVER REINFORCING
MESH
.
c.o
RIGID FOAM BOARD
F.R. WOOD //
BLOCKING _/
5/8" GWB
-----'I.-
~ LSTUCCO SYSTEM
~~ OVER 8" CMU
EXT.
INT.
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
C~) ;~I~o~ @ FIXED WINDOW
INT.
EXl
8" CMU
BA TT INSULATION
1%" METAL STUD
@ 16" O.C.
%" GYP. BD.
,\
\ \- LAP MESH
-------- 'J' BEAD
"-----~" SEALANT
OVER BACKER ROD -
TYPICAL ALL SIDES
F.R.. P. T. WOOD BUCK
SET IN BED OF
SEALANT
INT. / EXT.
\ I
v
NOTE: LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
(4~ JAMB @ FIXED WINDOW
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r_~ROJECT NO. 03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
CONSTRUCTION DOCUMENTS
~--
EXTERIOR DETAILS
A-503
Rev #30 - November 13. 2006 History Set
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STUCCO
SYSTEM---
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INT.
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d i
FINISH AS SCHEDULED
POURED CONCRETE WALL
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-----t--- SCHEDULED FRAME
-~-I SCHEDULED DOOR
I
NOTE: GROUT-FILL MTL. FRAME
INT.
NOTE:
SEAL TO ATTACHMENT
FRAMING, SEAL ALL
FASTENER PENETRATIONS
PROVIDE SEALANT
RECEPTOR AT ENDS
(TYP)
/.....~--.."
FLASHING DETAIL @ LOUVER
6\.
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EXT.
I
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PROVIDE POSITIVE ~LOPE
AWAY FROM DOORIAS
SHOWN ON PLANS~ CROSS
SLOPE TO MEET F~H
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------ SCHEDULED DOOR
AND HARDWARE
PREFINISHED
METAL INTERIOR
TRIM
-
LOUVER FRAME AS
SPECIFIED
PREFINISHED 1-PIECE BACK
AND END DAMS UNDER SILL
OR F ABRICA TE WITH SILL
FLASHING (WELD JOINTS -
PROVIDE GAUGE REQ'D FOR
WELDED CONSTRUCTION)
F.R. WOOD BLOCKING, SET
IN SEALANT
ALUMINUM SILL
//~ CONTINOUS SEALANT
SLOPE
- RIGID FOAM TRIM
- STUCCO FINISH OVER
REINFORCING MESH
f~ y^
----- %" STUCCO SYSTEM
8" CMU WALL
SILL @ LOUVER
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EXT.
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CONTINUOUS F.R. ------__...
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SET IN SEALANT
LOUVER ASSEMBLY
(SET IN SEALANT BED) ------
INSECT SCREEN
.~ PROVIDE 1: 2 SLOPE MIN. EACH
SIDE WHEN SLOPE IS OVER ~"
FROM FINISH FLOOR (TYP.)
------ DOOR THRESHOLD SET
IN FULL BED OF
SEALANT - SEAL ALL
FASTENER HEADS.
PROVIDE SEALANT AT
BASE BEYOND.
;- CONC. SLAB - REFER TO
. STRUCTURAL DRAWINGS
1;li'6"
/MINI
I I
'J'
INT.
-!
NOTE: SEAL THRESHOLD TO JAMBS (TYP)
,j -}
------ FINISH FLOOR AS SCHEDULED
(VERIFY HEIGHT WITH HARDWARE
FOR SILL TYP.)
7
I Keyplan
I
I
-.J
,
---~-
RIGID FOAM TRIM
"- STUCCO FINISH OVER
REINFORCING MESH
11\/\
EXT.
JAMB @ LOUVER
3"= !'-O"
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> 1003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS Of THE DESIGN.
INT.
EXT.
;,
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/ /~ CONCRETE LINTEL - REFER
,// TO STRUCTURAL DRAWINGS
/- CLIP ANGLE AND
.../ FASTENERS
./
/ F.R. BLOCKING SET IN
SEALANT
FINISH AS SCHEDULED--i\~ " L" "
PRE -FINISHED METAL -<~'
INTERIOR TRIM )<
/
--...
'----- CONTINUOUS SEALANT
OVER BACKER ROD -
TYPICAL ALL SIDES
LOUVER ASSEMBLY
(SET IN SEALANT BED)
INSECT SCREEN
~---------"-"
HEAD @ LOUVER
(
6\
:
/
'-_/
3"=]'-0"
INT.
EXT.
INSECT SCREEN
LOUVER FRAME AS
SPECIFIED
~ /' AND END DAMS UNDER SILL
/' OR FABRICATE WITH SILL
./ FLASHING (WELD JOINTS -
/
// , PROVIDE GAUGE REQ'D FOR
WELDED CONSTRUCTION)
F.R. WOOD BLOCKING
SET IN SEALANT
ALUMINUM SILL
CONTINOUS SEALANT
CASING BEAD
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8" CMU WALL
/~~
>-----.
r, /' /
C~)~~:~ @ LOUVER
INT.
EXT.
FINISH AS SCHEDULED
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TRIM
~:
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INSECT SCREEN
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INT.
EXT.
( 4)
,-----------'
JAMB @ LOUVER
3"=1'-0"
--I
INT.
EXT.
8" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMATION -
-. STUCCO SYSTEM
1-- 8" CMU WALL
I
I
I
,1
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.4
~
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RIGID FOAM BOARD
,~ 1-- STUCCO FINISH
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INT.
NOTE:
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I BACKER ROD, TYP.
. I ALL SIDES
/ \ I
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LAP REINFORCING MESH OVER RIGID FOAM TRIM & EXTEND 2 ~" PAST TRIM EDGES EACH WAY
EXT.
RADIUSED, FIXED
ALUMINUM WINDOW
SYSTEM
(3j
',------..-/
HEAD @ FIXED WINDOW
3"=1'-U"
ELEV j\ TOri
INT.
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WINDOW ------r---
SEALANT ---_________
~-~---------------
EXl
INT.
I
2"
-r//
/ I
/ ------- FULL BACK BEAD
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--~ PREFINISHED ALUMINUM
SILL FLASHING
--- CONT. SEALANT
WOOD SILL AND
APRON /'
1 5/8" MTL. STUDS-
BATT INSULATION-~-
F.R. WOOD /
BLOCKING ~/
5/8" GWB
RIGID FOAM BOARD
, - STUCCO FINISH
OVER REINFORCING
MESH
STUCCO SYSTEM
OVER 8" CMU
EXl
NOTE:
-------------,
SILL @ FIXED WINDOW
(/ 2\
;
\ ,,/
'-----.-"
INT.
3"=1'-0"
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Date Issued: January 10, 2005
LATEST REVISION DATE
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" U~DER SECTlO~ 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION I~CLUDES BUTlS ~OT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN.
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PROJECT NO. 03540
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
---
CONSTRUCTION DOCUMENTS
-- ---
EXTERIOR DETAILS
1-----
--------
A-50S
Rev #30 - November 13, 2006 History Set
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<I
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I
1
~
PROJECT NO. 03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C'lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECnON 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
I~\IO THE PROTEcnON INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
BPRC Submital:
Date Plotted: November 16. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
--
Addendum #2 - Feb 14. 2005
--
& Rev #30 - November 13, 2006 History Set
03540
CONSTRUCTION DOCUMENTS
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N.T.S.
1-~~YP'an
N.T.S.
VERIFY REQUIRED SHAPES
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORiC'f UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEM8ER, 1990 AND KNOWN AS AI!CHITECTU RAL WORKS COPYRIGt-fT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
/~ F.R. WOOD NAILER, SLOPED
.:- '. / x"
'''', ,/
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EPDM WRAP OVER CMU/CONCRETE
PARAPET;
PROVIDE WIRE LATH OVER
MEMBRANE FOR STUCCO
. ':
8" CMU WALL
STUCCO SYSTEM TYP. BOTH SIDES,
SEE SPECIFICATIONS
@
RAISED PARAPET DETAIL
3" = 1'-0"
PROVIDE 16 GAUGE ALUMINUM OR
STAINLESS STEEL PRE -FORMED
RECEPTOR PAN END DAM AND TURN
UP AT BACK AND JAMBS - SET
INTO SEALANT AT SILL AND JAMB
LOCA TIONS (TYP).
\j
-- DOOR AS SPECIFIED
/
I ,
++
Ii
ii/ j.
THRESHOLD AS SPECIFIED
SET THRESHOLD OVER FULL BED OF
SEALANT
--- WATERPROOFING BASE MEMBRANE RUN
UNDER SEALANT
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6" = 1'-0"
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ALUMINUM THRESHOLD SET IN FULL
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/ TO MATCH WALL THICKNESS
A) SEAL THRESHOLD TO JAMB W/SILlCONE
SEALANT
B) SEAL ALL EXPOSED FASTENER HEADS
W/SILlCONE SEALANT
INSTALL SEALANT AND TOOL
TO FACILlTAE WATER
RUN-OFF
EXPANDING SHANK
FASTENERS, 12" O.C.
SHEET METAL COUNTER
FLASHING AS SPECIFIED
2" WIDE WIND UPLIFT
RESISTANT CLIP EVERY 24"
W/ STAINLESS STEEL
FASTENERS TYP.
^
J
EXT.
,/
MOISTURE
BARRIER ..
F.R. WOOD CANT, EXTEND
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x
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INT.
~ LIGHTWEIGHT INSULATING
CONCRETE ROOF SYSTEM,
SEE SPECIFICATIONS
8)
THRESHOLD DETAIL @ ROOF ACCESS
3" = 1'-0"
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SLOPE TO ROOF SIDE
~
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/
/
---------------
-~~=------=---
.-----
----------
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---
-----
-------~
NEOPRENE GASKETED
FASTENERS
SEALANT
CONTINUOUS CLEAT
EXl
/ /
/ I
/
I
-----..
---
PRE-FINISHED ALUMINUM COPING
CAP
MODIFIED BIT. BASE FLASHING
(DASHED) RUN OVER PARAPET
UNDER COPING
F.R. WOOD NAILER, SLOPED
'J' BEAD
8" CMU WALL
MOD BITUMEN BASE FLASHING RUN
UP AND OVER COPING CAP.
STUCCO SYSTEM
SEE SPECIFICATIONS
@
CMU PARAPET CAP DETAIL
3" = 1'-0"
;-- WATERPROOFING BASE
MEMBRANE
SEALANT
<J
/ COUNTER FLASHING
RIGID FOAM BOARD,-j
FOR PROFILE SEE DTL. 3/A-514
EXTERIOR GYP. BD. SHEA THING
MTL. STUDS SEE STRUCTURAL
DRAWINGS ---
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CONTINUOUS STAINLESS
STEEL TERMINATION BAR
i\
- CONT. CLIP FOR
COUNTERFLASHING
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DETAIL @ PENTHOUSE THRESH
6" = 1'-0"
PROVIDE CONI
TERM BAR,
MECHANICAL
ATTACHMENT &
TERMINA TION
SEALANT AT BASE
FLASHING VERTICAL
TERMINATION. (TYP)
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LIGHTWEIGHT
INSULA TING
CONCRETE ROOF
SYSTEM, SEE
SPECIFICA TIONS
4
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CD
SIDE WALL FLASHING DETAIL
3" = 1'-0"
REV/SION 3
ADDENDUM #3 - MARCH 30. 2005
REV/SE ROOF SYSTEM
l_
I
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
~~
Rev #30 - November 13,2006 History Set
03540
CONSTRUCTION DOCUMENTS
EXTERIOR DETAILS
A-507
XREFS:
lTLB
-,;-
MAINTAIN HEAD LAP PER
MANUF ACTURER'S
REQUIREMENTS
STAINLESS STEEL
FASTENERS AT FIRST TWO
ROWS OF TILE
ADHESIVE PATTIES
FOR TILE AS
SPECIFIED /
24" SQ. MIN.
,
.----- CONCRETE ROOF TILE AS
SPECIFIED
/- %" DENSGLASS GOLD
EXTERIOR SHEATHING
METAL DECK - REFER TO
STRUCTURAL DRAWINGS
STAINLESS STEEL
FASTENERS FIRST AT TWO
ROWS OF TILE
18" SELF-ADHERING
WA TERPROOFING
UNDERLA YMEN T.
PRE -STRIP AT EAVE
WITH 2" TURN-DOWN
t
'-~
if'
RIDGE / HIP TILE
BASE SHEET AS SPECIFIED
NOTES:
1. LOCATE OVERFLOW DRAIN MIN. 3'-0"
FROM ROOF DRAIN TO ALLOW SUFFICIENT
FLASHING DETAILS TO BE PROVIDED.
FOAM TILE ROOFING ADHESIVE AS
SPECIFIED -/
2 X F.R. NAILER CONT. @ RIDGE
LEAD FLASHING (4Ib., 30"x30" PRIME
AND SET IN MASTIC)
FASTEN TOP ROW W/S.S.
FASTENERS -------;__.
CONTINUOUS BEAD OF COLOR
MATCHED MORTAR HEAD AWAY
FROM RIDGE BOARD
~ HIP & RIDGE SEALER
~~
_____________ 18" WIDE SELF-ADHERING
WA TERPROOFING UNDERLA YMEN T
OVER 2X NAILER AND LAPPED ON
EACH SIDE OF ROOF.
CONCRETE ROOF TILE
%" DENSGLASS GOLD
EXTERIOR SHEA THING
ROOFING LA YERS- LAP
2X RIDGE BD AND
DOWN 0 SLOPE
INTERMEDIA TE MEMBRANE LAYERS AS
SPECIFIED (LAP MINIMUM OF 4"
BEYOND LEAD)
MASTIC (SET ROOF LAYERS IN MAS
6" AROUND DRAIN PERIMETER)
CAP SHEET AS SPECIFIED
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2. OVERFLOW DRAIN HEIGHT MAXIMUM 4"
ABOVE ROOF DRAIN.
ROOF DRAIN (OVERFLOW DRAIN-SIM.)
- METAL TRUSS
MEMBER- VERIFY SIZE
"
\~ PREFINISHED METAL EDGE DRIP
FLASHING
CON]NUOUS SEALANT
I
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OVERHEAD VIEW AT ROOF DRAINS
3" = 1'-0"
N.T.S
\
\
\
- DECORATIVE FOAM TRIM,
REFER TO A-514 FOR
PROFILE DIMENSIONS
-- %" EXTERIOR GYPSUM
SHEA THING, SCREWED TO
METAL FRAMING
- VAPOR BARRIER AS
SPECIFIED (DASHED)
"
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:'J
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SECOND LAYER BASE MEMBRANE
FLASHING AS SPECIFIED
LEAD FLANGE (PRIME & SET IN
MASTIC)
MODIFIED BITUMEN ROOFING SYSTEM
II
U
\A
n \' \\ \\\
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LJ \ \ \ \\
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//
/
/
//
/ OVERFLOW DRAIN MAX. 4"
.. ABOVE MAIN ROOF DRAIN
// r- MASTIC (SHOWN BY SHADED AREAS)
//( /- CAP SHEET AS SPECIFIED, TYP.
I II INTERMEDIATE LAYERS OF BASE SHEET
fJ / / / LEAD FLASHING (PRIMED TO RECEIVE
1/ / / / SUBSEQUENT MEMBRANES, SET IN MASTIC)
il/ / // BASE MEMBRANE AS SPECIFIED, TYP.
Iii / / /'
-- /; I I / LIGHTWEIGHT INSULATING CONCRETE
//1 I / ROOF SYSTEM AS SPECIFIED. MINIMUM
/ II I / 2 1/2" THICK. SLOPE TO DRAIN, TYP.
//1 /
1/ ; /
1/ / /
4"
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~ 1" RIGID FOAM
3" SOFFIT VENT
~
:::::;;:
.
co ,
DECORA TIVE BRACKET TYPE
1 BEYOND, REFER TO
A-512 FOR PROFILE
DIMENSIONS
VAPOR BARRIER AS
SPECIFIED (DASHED)
4" MIN. 4" MIN.
LIGHTWEIGHT INSULATING CONCRETE
ROOF SYSTEM AS SPECIFIED.
CAP SHEET AS SPECIFIED
METAL DECK - REFER TO
STRUCTURAL DRAWINGS
METAL ROOF STRUCTURE -
REFER TO STRUCTURAL
DRAWINGS
o'"
@
EAVE DETAIL
@
RIDGE DETAIL
3" = 1'-0"
3" = 1'-0"
HIP SIMILAR
---1 ~
"
~ 4
---1
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---1
4 " "
"
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II
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SEE SECTIONS FOR ROOF DECK
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-----
DETAIL @ WASTE STACK
\~ CONC. SLAB - REFER TO
STRUCTURAL DRAWINGS
DECORA TIVE BRACKET TYPE
1 BEYOND, REFER TO
A-512 FOR PROFILE
DIMENSIONS
@
DETAIL @ OVERFLOW DRAIN
3" = 1'-0"
v-
--------
----------- BOTTOM OF RACK
/-~ METAL CONDENSING UNIT SUPPORT &
//' ATTACHMENT - SEE STRUCTURAL
SILICONE SEALANT ALL
AROUND
STAINLESS STEEL
COMPRESSION BAND
ROUND POST PREFAB BOOT
FLASHING & CANT
4" CANT
LIGHTWEIGHT INSULATING
CONCRETE ROOF SYSTEM AS
SPECIFIED. \
r CAP FLASHING LAYERS (TYP)
/ MOD. BITUMEN ROOFING \
1/ SYSTEM
; i I
/ / I
; ,
CLAMPING RING (NOTCHED TO ACCEPT
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SLOPE
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I \ \\\\ \ \\
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LEAD FLASHING (PRIMED TO RECEIVE
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4"
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N.T.S. I
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,/
BASE MEMBRANE AS SPECIFIED, TYP.
o
I
. - DECOR A TIVE FOA~: TRIM
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:::::;;:
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1 6" MIN.
LIGHTWEIGHT CONCRETE ROOF SYSTEM AS
SPECIFIED. MINIMUM 2 1/2" THICK.
SLOPE TO DRAIN, TYP.
SEE STRUCTURAL DRAWINGS FOR ROOF DECK
I
1
I
1
REVISION 3
ADDENDUM #3 - MARCH 30, 2005
REVISE ROOF SYSTEM,
DELETE DETAIL 6
<I
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SET PLATE IN FULL
BED OF SEALANT
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\
\
\
\,-- CONC. SLAB - REFER TO
STRUCTURAL DRAWINGS
DETAIL @ HVAC EQUIP. SUPPORT
~
<I
"0 -J
~ ".j"
~-//-
<I
--"'--
@
3"=1'-0"
3" = 1'-0"
CD
ROOF DRAIN
I Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
-I
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
& Addendum #2 - Feb 14,2005
3 Addendum #3 - March 30, 2005
03540
,a,e$ide-Q .
v (:'l--~
~ \~
;g ~
f""l "'
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
EXTERIOR DETAILS
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 Of THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT Of
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON Of SPACES AND ElEMENTS OF THE DESIGN.
C~i)~~~ .. ... .. ... a:;5:~-)
w.7~'t!:?f;4:U'.t"(!';eJP~J' 'l/C;;::J"'t;t~tf~...k'..J.!"6
i;jT-
A-50B
PROJECT NO. 03540
Rev #30 - November 13. 2006 History Set
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-.::;~[//---;:'----- .
STUCCO DETAIL IJ:/:/
ATTACHED TO CONCRETE MASONRY
XREFS:
lTLB
PAINT OVER STUCCO SYSTEM
SEE SPECIFICATIONS
----"
PAINT OVER STUCCO SYSTEM
SEE SPECIFICATIONS
CONCRETE WALL
CMU WALL
0)
BONDING AGENT
'--:, /
d
'""-'"
-/
STUCCO DETAIL
DIRECT TO CONCRETE MASONRY
o
1/2"=1'-0"
1/2"=1'-0"
INT.
II
~ WIRE LATH
/ A T MEMBRANE
:z:
~
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'---.,
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CONCRETE Cr:A.i I. /
/ ?t>
//// /:<.1'.,::~~,_. .,.
/ -- -<;.,'
/ / \0,
/ \
I \
\
8" CMU WALL
_.~-----
EXT.
/- PAINT OVER STUCCO SYSTEM -
//~ SEE SPECIFICATIONS
%" STUCCO
__/- MOISTURE BARRIER MEMBRANE OR
// WA TERPROOFING MATERIAL
'-~ REVEAL BEAD
----------------,-- PAINT OVER STUCCO SYSTEM -
SEE SPECIFICATIONS
'------.,
'----------
-------,- 8" CMU WALL
EXT.
----..
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---------
/
<.
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-~ //
:~
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6~6"
----------
~-
// --------
////
'-----.
,....
///
PROVIDE 6" WIDE
WIRE LATH AT
DISSIMILAR
SUBSTRATES SUCH
_~- AS' CMU TO..
CONCRETE COLUMNS
TO REDUCE CHANCES
OF CRACKING IN
STUCCO VENEER.
//
@
DETAIL @ STUCCO REVEAL JOINT
EXTERIOR DETAIL: STUCCO
DISSIMILAR SUBSTRATE JOINT
---.-'----,~.- INT. WALL FINISH AS SCHEDULED
@
3" = 1'-0"
HO~ZONTAL & VER]CAL
N.T.S
/~//./-/
/'
,/'
/------- FILL GROOVE WITH
SEALANT
/'~ STUCCO FINISH OVER MESH
-/-----.
/,'
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/~~----~
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o
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I -----//
I //'/-' /'/
~:;/-/
~ USE BACK TO BACK
'J' BEADS FOR
CONTROL AND
EXPANSION JOINTS.
//
/;;./
SILICONE SEALANT -
EMBED 'J BEADS IN
SEALANT @
INTERSECTIONS
" /'
~~--;;/
>/
//
CONTINUOUS
HORIZONTAL MEMBER
(UNBROKEN) AT
FLOOR LEVEL
LOCATIONS -
PROVIDE PREFORMED
UNITS WHERE
AVAILABLE
,
I
b
DETAIL @ STUCCO EXPANSION JOINT
NOT TO SCALE
3" = 1'-0"
HORIZONTAL & VERTICAL INTERSECTION
INT.
~
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o
V
INT.
----.---.---.,-- STUCCO SYSTEM - SEE
--------,________ SPECIFICATIONS
/\
\/
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-------- CMU WALL
-"~- INT. WALL FINISH AS SCHEDULED
<1
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,
I
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.---- LATH AT DISSIMILAR SUBSTRATES,
TYPICA
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STRUCTURAL DRAWINGS
/~ 'J' BEAD (TOP AND BOTTOM
OF JOINT)
~ SEALANT
"'---------- LA TH OVER MOISTURE BARRIER
MEMBRANE OR WATERPROOFING
MA TERIAL
------
-----'--:.
,---.------- WATERPROOFING MEMBRANE
EXT.
@
DETAIL @ STUCCO EDGE DETAIL
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PROJECT NO. 03540
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-:-- ---~
.'-----------------
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-_________., ~,-- X" SEALANT
/,
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HORIZONTAL & VERTICAL
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WALTON H. CHANCEY & ASSOCIATES
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Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE Pl"NS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION ;.s AND
""RCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO.;,s AMENDED
DECEMBER. 1990 AND KNOWN;,s ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM ;,s WEll /'oS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fox 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
I
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-----.--i
PROJECT NO. 03540
1
BPRC Submital:
Dote Plotted: November 09, 2006
Dote Issued: January 10, 2005
03540
----
CONSTRUCTION DOCUMENTS
LATEST REVISION DATE
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JAN 31, 2006 - ASI #13
ElFS DIMENSION CLARIFlCA nONS
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHrTECTURAL WORK" UNDER SECTION 1020FTHE COPYRIGHT ACT. 17USO. AS AMENDED
DECEM8ER. 11'90 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
19\10 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE l
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN. _
Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
BPRC Submital:
Date Plotted: November 09. 2006
Date Issued: January 10, 2005
LA TEST REVISION DATE
Rev # 12- January 3 L 2006
EIFS Dimension Clarification-ASI #13
03540
CONSTRUCTION DOCUMENTS
C--'~~-'
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EXTERIOR DETAILS
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C'lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEM8ER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROJECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOSmON OF SPACES AND ELEMENTS OF lHE DESIGN.
Keyplan
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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NOT TO SCALE
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Rev # 12- January 31,2006
EIFS Dimension Clarification-ASI #13
03540
CONSTRUCTION DOCUMENTS
.-
EXTERIOR DETAILS
.-.---..-----..-.-
A-512
Rev #30 - November 13, 2006 History Set
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EIFS DIMENSION CLARIFlCA TlONS
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NOT TO SCALE
03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Rev #12- January 31,2006
EIFS Dimension Clarification-ASI #13
I'
.--
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I
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CONSTRUCTION DOCUMENTS
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EXTERIOR DETAILS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3Q-A. Suite 108 Seagrave Beach, FL 32459
Phone 85o-231~2057 Fax 850~231~3553
\
I
I
'--
A-513
\
1- _
<<> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHrTECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
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JAN 31, 2006 - ASI #13
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I Keyplan
SEE DRAWING 8/ A-507 FOR
CONNECTION DETAIL
C>2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROtECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTEcnON INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WEll AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND elEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach, FL 32459
Phone 850--231-2057 Fax 850-231-3553
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I PROJECT NO. 03540 I
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Rev # 12- January 31 , 2006
EIFS Dimension Clarification-ASI #13
03540
-~.
--
CONSTRUCTION DOCUMENTS
EXTERIOR DETAILS
-
A-514
Rev #30 - November 13,2006 History Set
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16.~
. PROJECT NO. 03540
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C'lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF lHE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlO" ACT OF
1990 THE PROTECTION ,"ClUDES BUTlS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
_ _J
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03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
CONSTRUCTION DOCUMENTS
-~-
-_.~_._-
EXTERIOR DETAILS
-
A-51 5
Rev #30 .. November 13. 2006 History Set
XREFS:
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REFER TO STRUCTURAL
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROIfCTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
l
INT.
EXT.
EXT.
S" CMU LINTEL -
REFER TO STRUCTURAL
DRAWINGS FOR LINTEL
REINFORCING
INFORMA TION
%" GYP. BD.
BATT INSULATION
r-- STUCCO SYSTEM
CMU LINTEL
1 5/S" MTL. STUDS ~
~
STUCCO FINISH
OVER REINFORCING
MESH
- DECORATIVE BAND
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ALUMINUM WINDOW
ASSEMBL Y -
. ---
\i
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/""-- ,
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\j/
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BLOCKING
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I ~
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~_____/ .r=l'-O"
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EXT.
s" CMU WALL
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/// SEE SPECIFICATIONS
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03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
CONSTRUCTION DOCUMENTS
----~
1-- _~
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VARIES
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i X521~" FIRECORE C
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25 GA STEEL STUDS AT
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ALUMMIM AI~G'LE SET IN
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach. FL 32459
Phone 850--231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECIlON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
J
PROJECT NO. 03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Rev #30 - November 13. 2006 History Set
03540
1-- ..-
CONSTRUCTION DOCUMENTS
-
----.-----
A-517
XREFS:
lTLB
------~
--~..-
,-'
-~-
~" STEEL PLATE UNDER
PAINTED TO MATCH GRANITE
2x F.T. WOOD BLOCKING
3-%" METAL
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%" GYPSUM BOARD
WOOD PANEL
-------------
--
/----
1 .-------.------------------ 2"
_._-------._~
..---------.
/----.--~-----.- I
----
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..(~ /,,:>'..:
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REFER TO SHEET A548 FOR
VARIOUS EDGE PROFILES
- 3" SCREWS
~
CABINET COUNTERTOP
o
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-
NOTE: PROVIDE 3 TO 4 PLATES PER COUNTERTOP AS REQUIRED FOR
SUPPORT. PROVIDE AT ANY JOINTS AS WELL. VERIFY EACH
COUNTERTOP LOCATION.
CONT. SEALANT
CERAMIC TILE SILL W/BULLNOSE ~
~" TILE BACKER BD.
I
I
L
CONT. SEALANT
CERAMIC TILE OVER THINSET OVER
r TILE BACKER BD.
TURN WATERPROOFING UP WALL 3"
CONT. SEALANT
NOTE: SEE SHEET A-525
FOR REMAINDER OF TUB
PLATFORM DETAILS
,
\
\
\
\
\
\
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MTL. STRAP - CONNECT F. T.
BLOCKING TO STUD WALL
REVISION 25
ORIGINALL Y ISSUED AS SK-050
8
COUNTERTOP SUPPORT DETAIL (TYP)
1- '1//2" ='1'-[(
COUNTERTOP
ABOVE
/- 3"~" STEEL
PLA TE. ANCHOR
AS REQUIRED
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BELOW
.
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FIXED BOLLARD - STEEL PIPE 6" DIA.
PAINT FINISH ALKYD ENAMEL IN SELECTED
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CONCRETE, ROUND TOP OF CONCRETE &
FINISH SMOOTH
BOLLARD HEIGHT 36" UNLESS OTHERWISE
NOTED ON SITE PLAN
- SLOPE TOP OF CONCRETE FOOTING
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ORIGINALL Y ISSUED AS SK -045
LJ
/...-----------."'-
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BOLLARD DETAIL
1"=1'.-0"
REVISION 25
ORIGINALL Y ISSUED AS SK-050
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( 7)
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- WOOD
BLOCKING
AS REQ'D
1-R" METAL
FURRING
W/INSULATION
11
, I
--J
I
I
,- eMU EXTERIOR
WALL
REVISION 25
ORIGINALLY ISSUED AS SK-012
7,"=I'-C"
VERIFY SLEEVE OF BOX
WITH VENDOR
1
TOP OF KEYPAD
VERIFY WITH VENDOR
~
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SECURITY PANEL DETAIL
( 4 \;
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REVISION 25
ORIGINALL Y ISSUED AS SK -011
2 14" CONDUITS IN BLOCK WALL
FOR BOX. VERIFY WITH SHOP
DRAWINGS PROVIDED BY VENDOR
CMU BLOCK WALL
WITH STUCCO FINISH
~ SIDEWALK
1~1/="=1'-0"
(3;
\,~---//
(2)
"'.------.-----
...~
ELEVATION OF OUTSIDE CORRIDOR
ON SOUTH END OF BUILDING
3/4"=1'-0"
LIGHT FIXTURE
"-
",
r STUCCO OVER METAL LATH
.
n
REVISION 25
ORIGINALL Y ISSUED AS SK -045
ELEVATION OF EMERGENCY LIGHT
3/4"=1'-0"
~ EXTERIOR GWB
WIRING
JUNCTION BOX
~ .~ ~
00:
~ U?I..V
u::> tlJ .....
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. ~~. ...... ;~",v;V ..
SEALANT OVER BACKER
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MET AL LATH REVISION 25
ORIGINALL Y ISSUED AS SK -045
LIGHT FIXTURE
/
,I'
(1) S,:;~~?N THROUGHT EMERGENCY LIGHT
Keyplan
l
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3o-A Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
02000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" Ur-lDER SECTION 102 OflHE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECllON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
03540
CONSTRUCTION DOCUMENTS
~-_. --------.--..---
A-51 8
d..'.'. .i""".,'sidQh
. V"~ . .... (('"
It' .~~
~. ,
f-l "'
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
#;~;')L~ ..' ..... ....!C2..::...)
(?'n:?,,<:~.(t'tf~ffC€~ ~,,:;;~~r~~~
.:r::.'-
-
PROJECT NO. 03540
Rev #30 - November 13. 2006 History Set
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REFER TO SLAB PENETRATION
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3/4" = 1'-0"
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PROVIDE WIRE LATH AT
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\
\
\
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ENLARGED
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b,
~ )',
3/4" = 1'-0"
cp
o
~ REFER TO
I PARTITION
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ENLARGED
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3/4" = 1'-0"
z
;,
1/4" = 1 '-0"
PROVIDE WIRE LATH AT
DISSIMILAR SUBSTRATES -
REFER TO DECORATIVE TIM TYPE
FOR ADDITIONAL INFORMATION (SEE
SHEETS A-511 THRU A-515)
@
COLUMN B-2
PROVIDE WIRE LATH AT
DISSIMILAR SUBSTRATES
3'-6" / REFER TO SLAB PENETRATION
PER/S-TR,tJ6-WBAL / r PLAN FOR RAILING LOCATION
--------..----- \ / ------------- !
------------ \ / -------- / . \
/ SLOPE '. . SLOPE /~------ \
\
\
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
REFER TO ELEVATIONS FOR
ADDITIONAL TRIM INFORMATION
,? ' '., ,\.."
. ~ ~. 1/\
'\>
o
I
o
,
0-
';1 \. ,^"
..
---------.----
",
//
@-
a
w
@
COLUMN F-6
3/4" = 1'-0"
;;-."
.j> ::- .
t,
.i~
. .
"
---------SLOPE
M
I
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
OUTSIDE FACE OF COLUMN LINE A & A.1
ALIGN. COLUMNS CENTERED ON COLUMN
LINE A ARE 1'-2" THICK AND COLUMNS
ON A.1 ARE l' -4" THICK. SEE
STRUCTURAL FOR COLUMN SCHEDULE.
o
OUTSIDE FACE OF COLUMN LINE A & A.1
ALIGN. COLUMNS CENTERED ON COLUMN
LINE A ARE 1'-2" THICK AND COLUMNS
ON A.1 ARE l' -4" THICK. SEE
STRUCTURAL FOR COLUMN SCHEDULE.
\ , ' I
i'
. I .
ENLARGED
- REFER TO
PARTITION TYPES
ENLARGED
1/4" = 1'-0"
1/2" GYP. B .
BATT INSULATION
REFER TO PARTITION TYI
@
COLUMN A.1-5
1/2" GYP. B .
BATT INSULATION
REFER TO
PARTITION TYPES
@
1/4" = 1'-0"
ENLARGED
COLUMN A.1-4
@)
COLUMN A-3
ENLARGED
3/4" = 1'-0"
1/4" = 1'-0"
Q
3/4" = 1'-0"
- CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
0-
1 %" METAL STUDS
3/4" = 1'-0"
:>
.... ___1/2" GYP. BD.
PROVIDE WIRE LATH AT
DISSIMILAR SUBSTRATES -
____ BATT INSULATION
1/4" = 1'-0"
REFER TO SLAB PENETRATION
PLAN FOR RAILING LOCATIONS --------;
\
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
PROVIDE WIRE
LATH AT
DISSIMILAR SUBSTRATES
(2)
COLUMN B-1
ENLARGED
LINE OF COL. BELOW
@--
I
I
~.
\ 1\
\ I'
\, I \
\ I \L.__ LINE OF COL.
\,: BELOW
'l.
1\
1\
_..J \
\
\
3/4" = 1'-0"
1 %" METAL STUDS
/
rr-----L--
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
1/2" GYP. BD.-
BATT INSULATION
1/4" = 1'-0"
CONC. COLUMN, REFER
TO STRUCT. DWGS.
@-H
.. tt. .
" (.
~~
'*.
0-
ri>.'
It>
$:::-::>
,
,:<
t> ~ .
1~ t<
t> '"
o
t>
:? .
~
"
~.
,.
~
-.::r
I
N
;).
EFER TO SLAB
PENETRATION PLAN
FOR RAILING
LOCATIONS
1/2" GYP. BD.-~ /
BATT INSULATION
@
COLUMN D.5-5.4
ENLARGED
PROVIDE WIRE
LATH AT
DISSIMILAR SUBSTRATES-
REFER TO DECORATIVE TIM TYPE
FOR ADDITIONAL INFORMATION (SEE
SHEETS A-511 THRU A-515)
REFER TO PARTITION TYPES -
REFER TO DECORATIVE
TIM TYPE FOR
ADDITIONAL INFORMATION
(SEE SHEETS A-511
THRU A-51S)
(j)
COLUMN A.1-12.9
ENLARGED
COLUMN B-13
ENLARGED
@
3/4" = 1 '-0"
1/4" = 1'-0"
3/4" = 1'-0"
1/4" = 1'-0"
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
PROVIDE WIRE
LATH AT
DISSIMILAR SUBSTRATES
REFER TO PARTITION TYPES I
\
;-- CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
SHEARWALL, REFER TO
STRUCTURAL DWGS.
------,
I
I
I
1
I
I
1
I
I
I
1
I
I
I
I
I
_____..J
\
\
\
\
_ LINE OF COL. BELOW
SEE STRUCTURAL
DRAWINGS
BATT INSULATI
1% ~.l'
b
0-
y'
~
0-
~,1: ::>'
*",t
. ~
/
I
I
t>, /
. ,
1 %" METAL STUDS
1/2" GYP. B .
BATT INSULATION
REFER TO
PARTITION TYPES
COLUMN B-3
ENLARGED
COLUMN C-13
ENLARGED
@
3/4" = 1'-0"
1/4" = 1'-0"
1/4" = 1'-0"
SECOND FLOOR CLUBHOUSE
3/4" = 1'-0"
REFER TO PARTITION TYPES --I,
~ PROVIDE WIRE
0-
CONC. COLUMN, REFER TO
STRUCTURAL DWGS.
K, '/
~ CONC. COLUMN, REFER TO
/ STRUCTURAL DWGS.
@
_ REFER TO PARTITION TYPES
.::- . ::.;. f~ ::-.
"
@-
1 %" METAL STUDS
1/2" GYP. BD.
BATT INSULATION
*' ?<-
" .
~ f7.
t>
!~
iJ<
,.
@
COLUMN E-6
ENLARGED
COLUMN E.9-13 ENLARGED
@
1/4" = 1'-0" 3/4" = 1'-0"
3/4" = 1'-0"
1/4" = 1'-0"
3/4" = 1'-0"
1/4" = 1'-0"
I Keyplan
~
I
BPRC Submital: 03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
-.--------
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
CONSTRUCTION DOCUMENTS
L1_e~idell ,
~ V . .....s. Q~'$i
4 ~.
~"
._.~
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
A-520
;... .... .....#- . ... a:j2f~)
(}:v/~'o(';&--et,6.~'?e<6 "!.~-a'dd.(!l,.Jp6
~~/,-
-..J
02000 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAL WORt:" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlO,", ACT OF
1990 THE PROTECTION I,",CLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
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BEARING
TYPICAL COLUMN
FBC TABLE 709.2.4 - 4HR
~-"I----
I
-~. SlUCCO -
SEE SPECIFICATIONS
. - MORTAR, ~. THICK
/- 8x8x16 CONCRETE BLOCK -
CLASSIFlCA TlON D- 2
,
c: :0
~II=!
r--.<
0::
(f)
w
0::
<( (f)
> W
0::
<(I
>-'k---
I
= '
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J==
-'------- BATT INSULATION
--------3~. METAL SlUD
o 16.o.c.
1/2. GYP. BD
'-----1. LONG TYPE S
SCREWS, 8. O.c.
-""-.-......,
P-16 PLAN SYMBOL
DESCRIPTION
1/8" = l' -0"
1 1/2" = 1'-0"
~
V
I
1/8" = 1 '-0"
NON-BEARING
INTERIOR DEMISING PARTITION
UL DES U465 - 1HR
~
/ -~. SlUCCO -
. SEE SPECIFICATIONS
CORRIDOR
<I
<I
_l ,J
.~ CONCRETE SHEARWALL
SEE SlRUClURAL DRAWINGS
@
@
(jJ
BALCONY
~
o
;'IX> ~
<0'- <(
r--. 0::
- ROOF DRAIN PIPE
k
o
1/S" = 1'-0"
/~- PAINT
/'
~
.~ CONCRETE SHEARWALl
SEE SlRUClURAL DRAWINGS
1 ~. METAL SlUD
o 16.o.c.
-1/2. GYP, BD
BATT INSULATION
---------------~1. LONG TYPE S
SCREWS, 8. o.C.
BEARING
CAST -IN-PLACE CONCRETE WALL
FBC TABLE 709.1.1 - 2HR, REQ'D
P-14 PLAN SYMBOL
@
DESCRIPTION
@
1 1/2" = 1'-0"
~. SlUCCO -
SEE SPECIFICATIONS
..r-- MORTAR, ~. THICK
8x8x16 CONCRETE BLOCK -
CLASSIFlCA]ON 0-2
---.~~. SlUCCO -
SEE SPECIFICATIONS
NON-BEARING
EXTERIOR WALL
UL DES U905 - 2HR - 1 HR REQ.D
P-10 PLAN SYMBOL
DESCRIPTION
1 1/2" = 1'-0"
~
v
I
<.:)
~::J
:::;; <(
::::>:;= =
---' <.0
0...
_--------- 1/2. GYP. BD.
1. LONG TYPE S
- SCREWS, 8. O.c,
-1/2. GYP. BD.
--------------------
01 ~
l=!. _
~ ~
I l"')
I- =
o ~
3~. METAL SlUD
o 16.o.c.
) \V I!I\' l) ( ) r)---r)() :1 QJ(U~)J{. ( {;
\' \ ' ,,! \'1--. \ \ ' "
. i C.J Lt.( u u ()U \) 1 j ~ 3~. METAL SlUD
------ "
~o 16 O.c.
"
"'~ 1. TYPE S SCREWS, 12. o.C,
______ 5/8. GYP, BD. - TYPE X
------,
----- SOUND BATTS
P-6 PLAN SYMBOL
SOUND BATTS CD P-2A
(BATH LOCATIONS)
1/2" GYP. BD. (ONE
SIDE ONLY 0 P-1B)
. ~ 1. LONG TYPE S
SCREWS, 8. O.c.
6. METAL SlUD
CD 16"o.c.
NOTE: PROVIDE M.R.
BOARD AT ALL WET
LOCA ]ONS
@
o
0)
Q)
'~-....-.--
----~- PAINT-STAIRWELL SIDE
<I ~
~. SlUCCO -
SEE SPECIFICATIONS
--- CONCRETE SHEARWALL
SEE SlRUClURAL DRAWINGS
-~. SlUCCO -
/
. SEE SPECIFICATIONS
~8ATT INSULATION
-- -------1 ~. METAL SlUD
o 16"o.c.
. ~ 1/2. GYP, 80
'---~1. LONG TYPE S
SCREWS, 8. o.C.
~
EXTERIOR WALKWAY
BEARING
CAST -IN-PLACE CONCRETE WALL
FBC TABLE 709.1.1 - 2HR. REQ'D
P-12 PLAN SYMBOL
j
_\
.1
-J ~
-~\
1 ~. METAL SlUD
CD 16.o.c.
/""'"' 1 /2. GYP. BD
/"- BATT INSULA ]ON
<:
c.2
<I
j
<J
4
.O!
<J
LJ .j
~
~~
~!
.'--------.
----------------1. LONG TYPE S
SCREWS, 8. o.C.
~
<.0
I
r--
~
<.0
-'1-----
,~{ ,
4x8x16 CONCRETE BLOCK,
REFER TO SlRUCt FOR
REINFORCEMENT
- MORTAR, ~" THICI<
". SlUCCO -
- SEE SPECIFICATIONS
@
1/S" = 1'-0"
NON-BEARING
INTERIOR DEMISING PARTITION
UL DES U465 - 1HR
DESCRIPTION
1 1/2" = 1 '-0"
1/8" = 1'-0"
NON-BEARING
INTERIOR PARTITION
NON-RATED
o
~ -<.0
r--.
PARTITION P- 2A
NO SOUND BATTS
P-2 PLAN SYMBOL
DESCRIPTION
1 1/2" = 1'-0"
1/8" = 1'-0"
<I
L.J d 4J
i'I
@
,- MORTAR, ~. THICK
;- 8x8x16 CONCRETE BLOCK -
CLASSIFICATION 0-2
NOTE: PROVIDE M.R.
BOARD AT All WET
LOCATIONS
/---1. LONG TYPE S
SCREWS, 8. O.c.
- 3". METAL SlUD
CD 16"o.c.
03540
BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
NOTE: PROVIDE M.R.
BOARD AT All WET
LOCATIONS
DESCRIPTION
1 1/2" = 1'-0"
5/8. GYP. BD. - TYPE X
/-1" TYPE S SCREWS, 12" o.C.
/~ 3~. METAL SlUD
CD 16.o,c.
- SOUND BATTS
~
<.0 Cl
I w
~ ~
0:::
I
I-
o
Z
= I
~I
,
,
,
1
I
~r
l"') !
---r---
~!
_, ------------------ 1/2. GYP. BD.
'-----
"-
'---------------~ 1. LONG TYPE S
SCREWS, 8. O.c.
ROOF DRAIN PIPE
~-~ 3"" METAL SlUD
CD 16"o.c.
P-8 PLAN SYMBOL
1/8" = 1'-0"
NON-BEARING
INTERIOR SHAFT WALL
UL DES U492 - 2HR
@
DESCRIPTION
1 1/2" = 1'-0"
"--- 3. SOUND BATT
/ -~. TYPE X GYP. BD.
- 400CH25 L/240 SlUDS @
24. o.C.
~ - ~
~[ir :~t-- i
v , I, '
=
~'
-1. TYPE X GYP. BD. LINER
PANEL
P-4 PLAN SYMBOL
1/8" = 1'-0"
DESCRIPTION
1 1/2" = 1'-0"
NON-BEARING
EXTERIOR WALL
UL DES U905 - 2HR - 1 HR REQ.D
P-15 PLAN SYMBOL
DESCRIPTION
1/S" = 1'-0"
1 1/2" = 1'-0"
~
~
~
.1
~
<,
~ CONCRETE SHEARWALL
SEE SlRUClURAL DRAWINGS
_'2 <1
<I
J
<I
~J //
/:;:;/
~
-1
d
~
<J ~ -1
<J
~ = Cl
<.0 ~ I=!
;. -~ ~
<I
il
1~. METAL SlUD
CD 16.o.c.
/ -1/2. GYP. BD
/~ BATT INSULATION
<I
.j
.s
.1
'"
^
<I
.O!
~
~I
-~---------------1. LONG TYPE S
SCREWS, 8. o.C.
BEARING-DEMISING
CAST -IN-PLACE CONCRETE WALL
FBC TABLE 709.1.1 - 2HR. REQ'D
P-11 PLAN SYMBOL
DESCRIPTION
1/8" = 1'-0"
1 1/2" = 1'-0"
~ PAINT
STAIRWEll
<I
.j
.1
<J.~
<'l
-1
.1
.,
00 @
:a ~
';'1
I
! = IX>
~
I~
~
<'l
<I
.,
---
<I 1
-'.1
<'l
<I
'----------'<1...
Lj.j ,j ------~
.j<J
.1 .j
"
-J
- POURED CONCRETE
3~. METAL SlUD
o 16"o.c.
1 /2. GYP. BD.
--.------.- 1. LONG TYPE S
SCREWS, 8. o.C.
BEARING
CAST -IN-PLACE CONCRETE WALL
FBC TABLE 709.2.4 - 2 HR required
P-7 PLAN SYMBOL
DESCRIPTION
1/8" = l' -0'
1 1/2" = 1'-0"
//~ SOUND BATTS
5/8. GYP. 8D. - TYPE X
1. TYPE S SCREWS, 12. o.C.
3~. METAL SlUD
o 16.o.c.
~
Cl =
~ ~
0::' ~
= I, or-
~
o
,
1
i
3~. METAL SlUD
CD 16.o.c.
- ,
~.
1/2. GYP. BD.
~----------1. LONG TYPE S
SCREWS, 8. o.C.
NON-BEARING
INTERIOR DEMISING PARTITION
UL DES U465 - 1HR
P-3 PLAN SYMBOL
DESCRIPTION
G)
1/8" = 1 '-0"
STC RATING:
1 1/2" = 1'-0"
I
i Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTEO AND ARE SUBJECT TO COPYRIGHT PROTEcnON AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
d..e&,idet)
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'';"1)4:. ~ (f3,!j:2:f'1
C~^,,~trb.t:t!~~4Pd lff~g'adJ&("~," '#fJt6
f,1'"
PROJECT NO. 03540
NON-BEARING
INTERIOR PARTITION
NON-RATED
P-1 PLAN SYMBOL
r-- SOUND BATTS CD P-1A
- (BATH LOCATIONS)
1/2" GYP. BD. (ONE
SIDE ONLY 0 P-18)
1. LONG TYPE S
SCREWS, 8. O.c.
/~ 3". or 1 7/8.
METAL SlUO
CD 16.o.c.
l~~ [
Ocr:
~ (f).....
" ltC LU....
c::::-. ~ u c:t
~ _oJ ;;:~
;r"-i a: u
t.:=J ' co '.u c:t
'IE ~ w~
....-f ')
Q C-> 2-'
\~ W w....
DESCRIPTION I/~, 0 ;~~
c ujo
1 1/2" = 1'-0"---- SOUN~A ~
(BATlt~\JNh) - a
1/2" GYP, BD. (ONE
SIDE ONLY 0 P-1B)
(f)
~
0:::
Cl
---'
<(
0:::
:::>
l-
e>
:::>
0:::
I-
(f)
W
u.J
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<J
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.j
il
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<I
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<'l
__.:.l...,\
------
STAIRWELL OR
ELEVATOR SHAFT
BEARING
CAST -IN-PLACE CONCRETE WALL
FBC TABLE 709.1.1 - 2HR. REQ'D
P-13 PLAN SYMBOL
DESCRIPTION
1/8" = 1'-0"
1 1/2" = 1'-0"
~
~o
~ <0 ~
o r--. <(
a::
~
~
NON-BEARING
EXTERIOR WALL
UL DES U905 - 2HR
P-9 PLAN SYMBOL
DESCRIPTION
1/8" = 1'-0"
1 1/2" = 1'-0"
/
/
~ 8~1/\/\'/ \(m(Qj( \/\i\,()
NON-BEARING
INTERIOR SHAFT WALL
UL DES U447 - 2HR
P-5a PLAN SYMBOL
1/S" = 1'-0"
IX>
~~~
v v l"')
PARTITION P-1 B
DRYWALL ONE SIDE ONLY
PARTITION P-1 A
NO SOUND BATTS
DESCRIPTION
1/8" = 1'-0"
1 1/2" = 1'-0"
. ..-
CONSTRUCTION DOCUMENTS
~-
---.---.-----
A-521
Rev #30 - November 13, 2006 History Set
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PERMANENTLY IDENTIFY ON BOTH SIDE$;BY STENCILING ABOVE DECGRATIVE CEILING AND IN CONCEALED
SPACES. THE STENCEILlNG SHALL READ: "FIRE AND SMOKE SARRIER-'PROTECT ALL OPENINGS"
,
<:)
UL DES U438 - 1HR
~
PERM-f,NENTL Y IDENTIFY ON BOTH SIDES BY TENCILlNG ABOVE DECORATIVE CEILING AND IN CONCEALED
SPACES, THE STENCEILlNG SHALL REM: "IRE AND SMOKE BARRIER-PROTECT ALL OPENINGS"
c.J
c..1
PERMA'NENTL Y IDENTIFY ON BOTH SIDES7BY STENCILING ABOVE DECGR~ TIVE CEILING AND IN CONCEALED
SPACES. THE STENCEILlNG SHALL READ: "FIRE AND SMOKE BARRIER-'PROTECT ALL OPENINGS"
~__ STRUCTURAL SLAB
- 2~" "C-H" STUDS, 24" O.C.
- 1%" LONG TYPE S SCREWS, 12" O.C. MAX
.. _ FIRE STOP SEALANT
~ 1" GYP. BD.
STRUCTURAL SLAB
STRUCTURAL SLAB
CEILING FINISH AS SCHEDULED
FIRE STOP SEALANT
SCREWS 6" D.C.
METAL TRACK
SEALANT
SCREWS 6" D.C.
METAL TRACK
----- SOUND BATTS
%" GYP. BD.
SOUND BATTS
CEILING FINISH AS SCHEDULED
',,-
'~ SOUND BATTS
------------~ 3%" METAL STUD
~ %" TYPE X GYP. BD.
..-------
''-
,----- 8" CMU WALL
~~- 1%" METAL STUD
-~/-
.--~ 1/2" GYP. BD.
----
~,/-
--------
~.....~----
~-
---------,
---------~
~
------.,
--------------- 3%" METAL STUD @ P-3
6" METAL STUD @ P-3A
FINISHED CEILING
(SEE PLANS)
---...,,-----
~,
~~~--- 1/2" GYP. BD.
METAL CEILING FRAMING
-~----------~ (SEE PLANS)
-~------~ 1/2" GYP. SD.
---------
.1_ ____n~__ ____
'--------------.
-----------~
JON-RATE~
RATED
j
RATED
INTERIOR WALL: W15 CLG
3"=1'-0"
INT.
INTERIOR WALL: W12 CLG
UL DES U465 - 1HR
INTERIOR WALL: W16 CLG
3"=1' -0"
UL DES U905 - 1 HR (2HR)
3"=1'-0"
CHASE
~----------
------
RATED
r
------
----=----==--- %" TYPE X GYP. BD.
'-______~_ 3%" STEEL STUD
-------
%" AIR SPACE (DO NOT
'------~~ TIE WALLS TOGETHER)
, ------------
---------------. '--~_ . --------------- 1 %" METAL STUD
------~--1/2" GYP. BD.
____________ SOU N DBA TTS
~--------------
SCHEDULED BASE
METAL STUD TRACK
FIRE STOP SEALANT
FINISH FLOOR
-- SOUND BATTS
/~C~-- %" GYP. BD.
/
- SCHEDULED BASE
-_ FIRE SEALANT
- 1" GYP. BD.
1%" LONG TYPE S SCREWS, 12" O.C. MAX
~- 2~" "C-H" STUDS, 24" O.C.
_ STRUCTRUAL SLAB
8" CMU WALL
~ 1%" METAL STUD
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INTERIOR WALL: W15 FLOOR
3"=1'-0"
INTERIOR WALL: W12 FLOOR
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INTERIOR WALL: W16 FLOOR
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L
PROJECT NO. 03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30~A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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Cl'lOO3 THESE PLANS ARE COPYRIGHl1:D AND ARE SUBJECT TO COPYRIGHT PIlOl1:CTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO_ AS AMENDED
DECEMBER. 1990 AND KHOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AHD COMPOsmON OF SPACES AND ELEMENTS OF THE DESIGN.
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STRUCTURAL SLAB
CEILING FINISH AS SCHEDULED
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METAL TRACK
SOUND BATTS @ P-1A
(BA TH LOCATIONS)
//--- 3%" METAL STUD
/------ 1/2" GYP. BD.
//'- METAL CEILING FRAMING
(SEE PLANS)
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INTERIOR WALL: W13 (CLG)
3"=1'-0"
NON-RATED
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(BATH LOCATIONS)
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BPRC Submital:
Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
03540
CONSTRUCTION DOCUMENTS
-, --
A-522
Rev #30 - November 13, 2006 History Set
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CANAOlItN GYPSUM OOMPAN\>' -Tl~ C.IP'X~;.IPC-AA,
r--
Design No. U492
Nonbearing Walt Rating-2 HR.
HORIZONT AL SECTION
1. Side, Floor and Ceiling Runners-"J"-shaped, 4 in. wide with unequaL
legs of 1 in. and 2 in., fabricated from 24 MSG gaLv steeL. Runners
positioned with short leg toward finished side of waLL. Runner attached
to structural supports with steeL fasteners Located not greater than 2 in.
from ends and not greater than 24 in. OC. . '
2. SteeIStuds-"C-H"~shaped studs, 4 in. wide by 1-1/2 in. deep, fabricated
from 25. MSG galv steeL. Cut to Length 3/8 to 1/2 in. Less than floor to
ceiling. height and spaced 24 in. OC. .
2A. Steel Studs-eNol: Shown)-"E""shaped studs instaLLed in place of "(-H"
. - shaped s~uds (Item 2) to secure the closure liner panels at the ends of
walls. Fabncated from 25 MSG galv steeL, 4 in. wide, with one Leg 1 in.
L~ng and two Legs 3/4 in. Long. Shorter legs 1 in. apart to engage gypsum
bner ~nels. CtAt to Lengths 3/8 in. less than floor to ceiling height. Sill
and bntel of opening formed with I1J"-shaped runners (Item 1)
s~cured-shaped runners (Item 1) secured to "E"-shaped studs with angle
chps and steel screws.
3. Batts and Blankets*-Nom 3 in. thick mineral wool batts, friction fitted
between the studs and floor and ceiling runners.
Thermaflber LLC- Type SAFB
4. ~allboard,.Gyp~um*-l in. thick gypsum ~aUboard Liner panels, supplied
10 nom 24 10. WIdths. Panels cut 1 m. less 10 length than floor to ceiling
height. Vertical edges inserted in "H"-shaped section of "C-H" studs. Free
edges of end pane.Ls attached to .Long leg of "J"-runners with 1-5/8 in.
long Type S seLf-dnlLing, 'self-tapping bugle head steel screws spaced not
greater than 12 in. OC. .
Canadian Gypsum Company-Type SLX.
United States Gypsum Co.-Type SLX.
Yeso Panamericano SA de CV- Type SU<.
5. Wallboan!, GYPsU,,!*-3/4 in. thick, 4 ft. wide, applied vertically and
secured W1th 1-1/4 In. long Type S self-dnLlm~t self-tapping steel screws
spaced 8 in. ac along the perimeter and 12 lO. OC in the field. Screws
along side joints offset 4 in.
Canadian Gypsum Company-UlTRACODE or Type IP-X3.
Untted States G,pStlm Co.-ULTRACODE or Type IP..X3.
Ye~ Panamericano SA de CY-ULTROCODEor Type IP-X3.
.6. Joint Tape and Compound-(Not Show-n)-For use with Type ULTRACODE
gypsum wallboard" joints covered with joint compound and paper of
mesh tape. Screw heads covered with joint compound.
*Bearing the UL Classification Marking
GENERAL NOTE
UNITED Sf A TES GYPS lUll OJ -lyPfJ~ C, IP-X2, Ipc.-w;.
ALL 2 HOUR WALLS TO HAVE BLOCK CLASSIFICATION D2
!.If#:) MEXCO &AOEC Y-TypUC,.IP'XZ, IPC..."A,
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Amll~$Ceilil1g Ql/llItlraM -Ml)t$h(l\lll,
,. ~I Fammg Rtml>>!lI-
i, Main RUll Mo. - hlstaR! d~~'tIl4iQjliil! to Slflld0af S1UI MilmbEtf$ - N otll1. ot 1 ~ "1ofI~? t fi"~ in. .f HI.:: fl'!. d41'! "ee, 1f.l~d 4 ft OC .
Mail; lIJnftU:ll~ nill ~ ~il1,t!lmIHGlQl Q!:t:lM QfS11ld1fillS1etIMmbtrndt1Ul/w,aWS1f1ut_. ttl.tu II)<;iitt411 max;t4$II. oe.
b-. Ct>;>... or Ollm... - N(Iffl 4ftIOIl!t tSt" Ill, (If HIl iL ui@ Ii..., '1 .;ro$$ I1IlUlltl$. 110m 4- it 19R" 1.112' ia, wfltHin, ~
~ ~1I.jfo'1l.1 t# 11 t llliin rlilllntts, ~ lieu " 11. OC. ~. tellil 'fO n ~JlS or ~l$ ll$fI!IJ at ~ m. tom ~aa1 ~4i1! (If ~4 \l#iltloat4 tt1d pn.
nt lifl):$$1elil$ Of "flaftMlt miil)' k rMt@!! (If $"tflw.~ to 1IIlil \la' M19ll! l)t 41illllllllto fa~iftatlt -utt i;dil-g dlllf>> I.
'.~.iallan9kl1l Of etlaIU'le" - lJ$tiS ~ S:l.lttolt ~tf"il; ~ mtm~r tfl4$ iM#! S>;MijI'.I;hmmhftl!t f 1'~UQllJ.llllfl'ilr4 - NIn M U lQ,lIlCt
p:iiltt'H-f,_.4~~1 all,l~wilttl iI, IlIltSt)t mm.il,(J16 1t.1SIkt: pairltu(lr giiillillllH ~elC:Ili:lMwtili 1 by 14 tayi ill. pr.,IIb<;h4
~ \lairs ~ Jtiltim...r IJf ~.llng l!Jth _$tent l':$ l' II. OC.
ca; ItHERClItt, DlVOF
COO: INC- TWH.lGl Of~X
U 0Ci ItrrEROR Si me - T)lot DOl or f'\:X
t~,G)"lJIum &;O~"-f'orlil~ - S~f&mlll,MiI!QlfI.n f- ')~Il8i1t> Mld8IH1MtS*(ltm $}a~ lilt lS$-~'Qlft r.l~f 1Jf1l1)mfl1ll$/4 iI.
tl'lldl by 4$ in, <<ilk ll(l.ifII s.. il'l_'" $itI .1l9 dimt4:Mt1 pifll-llilI to 1tllil maillllJlllltt$. Willl(oifl! ~d '!l) tii-ctl ..ro$stllol: @f dtallltil!l ~_
~9it4 $UI\In, - 4 rliI s:atullo..idi!4 ilt'lfle m titpilJl4Hlt f.tQ~$ tlle Of (llMlM~ Ii'" $..Illwkuatw 1Z n. ff~m lIMon U..ll $ife >)flllt ,,.s:;
ttt ~t iJl ilnfMl mill :;pall, amI OOt $(fellJ 1tl<at.41-j l2 1ft.1tItm "'ell Utlbtli M s:nt jotll Excephtltlillllloiltd m PI1~ WfII.,Q-af4 ~W$ $bil M
llli'iUi!11 Oil ilttrlliillill' :li<l~ S of COf:>tti! "'i.1't. qlMrtfIJ II!M jl)IIts:, wlIltlUflI sae\llf Slliilll b:t llli'itt4 1tJ l'l. fr(lftl1tlJt pM I...Jto~i I'll fa~IIU
bl man rumttt.l: wlb Itlifhif4 fl;OOlm tll ft, hm s.l! _; midwil' llet\Jtiltitltil't.l:tdKotlS IJJIlI ,~totHutlH iJl~~ (16 in. OC).fn4joitltt of
~."(<t lrt (tt It.mlf ~ <ttt:; $1\111 bl:l s:taU<ltt4.otlmtl1aJl $2 1ft. ~ Di(lard $t1t$ $~ _dlt4to Il:jQf lJ6i1l anglt lUlttllldHif4 $a<t\llH' ~I:~t
12 ill, OC. J(lftti:1rtiltt4 as fts:,lilttll ill Ittm 1, f't)rll$t w1tI SMI F!3miRg Me.mtM"(M ~)lDfttlI Baltl 3m1 SbQ.... (ltllm ~) 11ft lUU .
Rdllg$ lirtt~ 't) t Ml}Uf' ti~ it.lIk~." ft wilfl!; m$1llft4 '>>hl~It' 6ftltil$iHJ f*1ptll411JlIUt!) '~$$ ~$. $16t j~1lts "l!"'~ ~.og main
fllrllMf:$ itl14l!fItl j)ftti: CtlrteW' ti)llg..tM$'M~$. Fli11ltftl!llttt ctd$tllt$IMm j in. ~ $'le1li wa..ut4 s:atlVS$pIlCliltl a ft. at: n 1IIt fklll iM aiR,
OC "'11!J tIl.t,i.a.l"art\lllt4 t\lmallt lIlfIRtl$_' ft, tll1j wa"oilFd:h7(:W$ ;ltUd IrlillllRllMt~ q(t$$fttt SailiIH lilMlg $~ aM tll4s (If
lIOMr $P~t+n# ..lit ill. ft!Im 1J000HII~t. elllf jl)jrrlHf1ll~ $J!lUtl: Sllill .. ~~ ~4 d ZPllt;iIl9 O_tl!1t jl)irrlHUi!Jmlt hllftin<ttIUJ
llliIt4it:OC.
CANAJ:lIA.NGVPSUM 00 MFA NV- Typ* C; lP->:l, JPC-Nt
UNITeD lWA"re&GYP&lJM co -TyPfJ C;.IP.~ JPC.M
UOO Met.CO SA Clee v- Ty~t €i, lP.~. !Pc.""
Design No. U90S
Bearing Wall Rating-2 HR.
Nonbearing Wall Rating-2 HR
~-3/!'. _
--1.. ___'_ ______ .___ _
-f
r
@
,
r-
7.5/8" MIN.
.. ~..,,,.,~. . ,.". . :. .' <
.:C. )~.O:'..
\ .... .' ~ .. ' .
,. '.0.0 ( ~~ ,/1:1
1 .. .. .... ... ,. .... ::' .. " 1
,
@
1.. Concrete 'Blocks*-Various designs. Classification 0-2(2 hr).
See Concrete Blocks category for list.at-eligible manufacturers.
2. Mortar-Blocks Laid in fuLL bed of mortar, nom. 3/8 in. thick, ofoot Less
than 2-1/4 .and not more than 3-1/2 parts of clean sharp sand to 1 part
Portland cement(proportioned'by volume} and not more than 50 percent
hydratedlime (by cemen~ volume). Verticaljointsstaggered.
3.Por,tland. Cement Stucco or Gypsum Plaster--Add 1/2 hr to classi-
ficatiQn if used. Where combustible members are framed inwaLL, plaster
or stucco must be applied on the, face opposite framing to achieve a max.
Classificatl9n of 1-1/2 hr. Attached to concret~ bLoc;ks (Item 1).
4. Loose .Masonry fill-IfaLlc~re spacesare filled with loose dry, expanded
s.lag,. ~>ffianded clay .or .shale . (Rotary . ~jln Process,), wa~er repeLlant.
venrncub~ ,masonry fiLL msuLation, or slbcone treated. perhte Loose filL
insulation 'add 2 hr to .classification.
S. foamed Pla.stic*-'(Optional~Not Shown)-1-1/2 in. thick max, 4 ft wide
sheathing attached to concrete blocks (It~m 1). ,.
Celotex Corp.-Type Thermax "
*Bearing the Ul Classification Marking .
Horizontal Section
@
ROOF/CEILING ASSEMBLY UL P537
BEARING & NON-
BEARING WALL UL U905
NONBEARING WALL UL U492
@
@
I Keyplan
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SU&JECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORr' UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO, AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WEll A$ THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
L_
I
I
I
"".-:1.' .... .<llo$ide.....
y"'" . "'t (>.
.~ . .~~
~ ~
I
L
....., 0- ~_......, _.,'.~
/.) ..' ,-/'" ~1)
I l.'M"/'t" "V~,/:"":,,, .. .:::' " .' (JL:,~ "<<".~" ," "," ',", "
,^~'?/;<U#'--I!.-c~.:;1t'd \l'.:... <.z~Jd--Q',. .';:IJZ'tffl
'f.~'1T'
PROJECT NO. 03540
Dt.Qr.nND.. tT447
li~h2~ ;(IQ3
Nul llt&'iq; WaIlRatinc:-:r, 1-11% or 2&
(See ltem2)
i. ~~t,.r
:00:.;;' ~
(~1.~ (~Si\, '.-.'"
.0.:;::~.:...:..:.:.:'~ ",: .~ :.'k ~
" . '_..~,..~~. ". ,,,.jf' 1...".,,',.,"""". I.,
. "1:, :~o} ~..'. ~:
tsf {~(r" ·
\. .,.t- ..0::.:.:.....
~~O..TA!-.~eTfOtt.
~...BCm-.
/$"
.)
""'''-''. i"'-""""."'" +1';",,,,,,,.,..,",,,,,,,
"3' ,,"'>, '.
":\71, ].;j ~~J !
).~~.;=~:tii@%~.&~i^:t"."
.J,& .'. ,,""'--.../ "-4" ,'^"Y
l:~) <~) (!) \., t~/
/"'\
, ..' f~ i,2,l
~*'. ,-- ~J '
it ' .,.: " >>,. "
~ '" . -- .~".~ ~
~~ .
.~t
~.
iIi
~~
Mt.>>UOHT4I. .HC1'!mt
mlm:pj:Ai. SECTION
1. FIDe.. ~ -C~-$mpea,:3 in widewith 1-112 in f'lqla$. Fabrir..ated f'EmMo. 25 MSG gal~d stet1
2. ~- Fil.. .....- Applied ~Y'..,ith butttdjoirll:s $eau~d ...1ith.adheoive lltlm5'). F...md 'b (I~:mi. $ide
1Ut'llWf$ (ltem3).....un 3-1t2 in ~ 1/4 ~ No. ;(I l-rm: h&i bolts s:p..-::.a 8 in OC mi located :},4 in f1rAn 11& edges.
'er 1 Ju&itbc-2-3'3 in thi:k (min.) nauual.m!bet b~. 4ft. vride :tl:'WC. ha~ amin. .mt~ dewityofl8 p:f
'er 1.,h2 hratinc-3:in thick (min.) minualam fDetb~, 4ft. vride :tl:'WC. having uwuvv. de:m~otI8p:f
'_2 h.~- 3 intlick(~ ~.w i'9:,er boa.tW, 4 il wide ~ ha~ amin~.1e:tage &mityof'~ Jcl' S~ 3 in
(mitV-la!t'f I3"R aY'!l' of1 ~ 112 in with s~1I!!d joUlb.
JCIINS:MANVILLE INIERNATI<l'fAL JNC - Type Super r~:tq;I- ~ m~tig.atM t.rettrenofw~ a:e makwld
"fbi. editzktf 'We" . Pabco Dt~ n ~m t:nu1sian to be applid at a14ftt otl50:>q fl pergal in ,~~ewith
:mamfaduter:s :imtmction! whicltao:~t1e pmact
3. C4tili.ngawl !ideR'UIWlIln-2by2in qlu,f~:tie_dfiomNo. 22M.SGgalV'~ deel
4, ""-1 in~hyll8in.1hkkiteeL
4A. ~ -(N at $hcNt()A.~ive :maybeused ~ arulten'lllUl to" 0% in addition to. the sp1ims (1
b bQtluid~ oftl. j,.mb at <lft a,pp1ic.a.tiontaftt of5,4 to 6.6~.ll pit lOCI sq ft.
0~
~
j~.A
C".l
co
(".:)
';;> -'
:x;O
'.1.1><1
,nl""
...)
_(0,
2: ,:
~c
-=-- >
'::-)~-
,.:t~;
?J
.....
a.
'.LJ
Ocr
(/)w
w....
CALSILlTE-RUSfON INC- Type- Cahillm CALBOND.
c=J
fU'LS1
@
i.~
'. ('-.'-~.r".'-"I
J r-- -.... ~----
! I _~-=~_==-.:-~=.
....
U
LtJ
o
5, AcD8ittf'- -JoWb ani ~aty:scJeW hoJ.e.o filled ml C01i'e1ed with~i\...
CALSILlTE~RUSfON INC- Type Cahillte CALBOND..
0, r<<qOftU\V F~ - -(Not Sh:wn) - Wallboard ~$ 3 in. b~ to,k;.ld do.1bli .>> cil-l12 in boards inpla:e.w~
~i.... ~. Sc:nws are 1I!!~d wlB adJ:eslve hu 03.tea. Semw fis -U! mLtd with" e
CD
NONBEARING WALL UL U447
REVISION 3
ADDENDUM #3 - MARCH 3D, 200
REVISE DETAIL 2 TO INDICA TE U905
BPRC Submital:
Date Plotted: November 09, 2006
03540
1-----.
--_.~_._-
CONSTRUCTION DOCUMENTS
Date Issued: January 10. 2005
LATEST REVISION DATE
3 Addendum #3 - March 30. 2005
--~...~-~_.-
f-----.-.
A-523
Rev #30 - November 13,2006 History Set
XREFS:
lTLB
r----
CORRIDOR WALL
C~-7
SMOKE WALL (TWo----~
HOUR RATED
SMOKE/ FIRE WALL
WHERE INDICATED)
l_
-~ --
MASONRY WALL
1
i
I
('\
I,)
,
I
:\
, I I
I "
, I
ONE AND TWO HOUR RATED SMOKE/FIRE WALLS SHALL EXTEND WITH THE LAYERS OF
GYPSUM WALL BOARD UNBROKEN THROUGH OTHER PARTITIONS, TIGHT FROM FLOORS TO
DECK AND TO OUTSIDE MEMBRANE OF EXTERIOR WALLS
: 14\L-
:l-S)..cWALL PRIORITY DIAGRAM
.' liT
,--- SMOKE WALL
13L-~--~--~-
-~
<::=~-----
/
Ii
I !
/ L
_I----~>
-,
c::::=----
0)
~
"0
..t
("l
LO
..(
/
-
C
Q)
...
...
::l
U
/
Vl
0)
C
.~
o
is
""
~E
Q)Oo
g>~
~"'f
~@)
"0"-0
C~
~
"0'
CO-
._0
~ >
~~
~c
~O
('i)"O
0Q)
~::::
/0
a.: a::
-~
-- INTERSECTING
PARTITIONS
I
TWO HOUR RATED
FIRE WALL
~
c=--------,
i_
-,
.---------;;;;;;;;;;;;;
--1
^
~'''--~
4" ---.,-----
J.
1 MAX
~I
I
I
I - .----.-
Ii ~..-. ~
--------------
,0
~~
C'J Z
~ W
~ CL
<i 0
--'
. --' ,
0 <(
I 3=
-Lf)
L- I
II ^ '
V
,
I
!
SEE WALL TYPES
r'y
)/1
/' I I I!
".// ! ' ! &
<1U // I I! /
\
\
\
\ //'
x/
/ II
! 1 I, // \'/
!, : ! 1!1// \
\": ///t /1 \-,
1 i ''--,--J/
I ~
\
L-14 GA x 12" STEEL PLATE
3 #10 SELF TAPPING SCREWS AT
________________ EA. STUD (MIN.)
---.--------- METAL STUDS - SPACE AS NOTED
1 0)
/
DETAIL @ WALL REINFORCING
,,---~-,'
hiTS
FEDEC;:,i\L :AIR HOUSII\IG C;EU:liREME:H
. 0
Lf) z
~l C'J z
w
CL
0
--'
--'
0 <(
I 3=
i.n
8" CONCRETE BLOCK
(RIGID INSULATION, FURRING,
AND GYP, BD. WHERE SCHEDULED)
I
fr-
, 1
Is:-
, U-
n::
~
'-----
----------- STUCCO SYSTEM
SEE SPECIFICATIONS
//.._____________- FIRE EXTINGUISHER CABINET
4" CONCRETE BLOCK
I
L-
9 \)
SECTION @ FIRE EXTINGUISHER
,/'"~'.
SECTION @ FIRE EXTINGUISHER
;' 12\
I )
I I
1-1/2" = 1-0"
,~_/
1-1 = 1'-CJ"
'----_//
~,
. X
v<(
r~
1W'
WALL OPENING (VERIFY)
\
\
\
\
\
I--SEE WALL TYPES
. X
v<(
::::;;;
FIRE EXTINGUISHER CABINET
4" CONCRETE BLOCK
\ 8" CONCRETE BLOCK
\ (RIGID INSULATION, FURRING,
\ AND GYP. BD. WHERE SCHEDULED)
\
\~STUCCO SYSTEM
SEE SPECIFICATIONS
. -FIRE EXTINGUISHER CABINET
1W'
WALL OPENING (VERIFY)
~~
PLAN @ FIRE EXTINGUISHER
11 \
:
,
----------,
PLAN @ FIRE EXTINGUISHER
8
1-1/2" = l'-C"
"-~//
~------/
Keyplan
1-1 =1 '-0"
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 1 08 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTI'D AND ARE SUBJECT TO COPYRIGHT PROTl'CTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
NON- ACCESSIBLE
RECEPTACLES
ACCESSIBLE
RECEPTACLES
(MIN. 1 PER
COUNTER TOP LEG)
/~--....,
COUNTER DEPTHS
7)
x
<(
:::;;
-v'
N
~
::::;;;
.
N
1/2" = 1'-0" FEDERAL FAiR HCUSI~~G REOLlREMENT
'---------------'
i--A----i
1// I I
/' .
THERMOSTAT AND WALL RECEPTACLE j// : I' :
LOCA TION ON WALL (MIN. 1 PER ROOM I 1
ACCESSIBLE) ! 1 !
1 I 1
! !
! I !
I--T----~I
L30" 1
/---"""'~
FLOOR CLEARANCES
6 )
1
Co
v
1
=' '-0"
FEDERAL FAIR HOUSING REOUIREMENT
20"
1 MIN. t
--------------i---'k-
t ,j - ~t ~ ~ ~
j
~
')0(
,
~
FRONT VIEW @ REAR WALL WITH FIXED REAR
WALL-MOUNTED FOLDING SIDE GRAB BAR LOCATIONS
A/C THERMOSTAT -\,
ABOVE COUNTER
RECEPT ACLES ~>
. \
\
LIGHT SWITCH -; \
~
[~I=-
I~ -- -- -- T -- -
II"'L' ,
~_n_~" -~ I
-----4
TEL. OR
CABLE JACK-
\
\
\
[j
I
6
b
RECEPTACLES ~".
~
x
<(
::::;;;
.
co
v
/-~'-
(2
.'..,
hb ~I
.~ I
... ...
TYP. MOUNTING HEIGHTS
'-~------~
1/2" = 1'-0"
FEDERAL FA.IR '1:JUSI~~(~ REOUREME;\T
RECEPTACLE ----____
WALL
COUNTERTOP
& CABINET
----------.
-----,
'---------
'-----------.
----t
. I
~l~
::::;;; I
-0 '-v
I
i-0
FINISHED FLOOR
( 1 \,
\ I
'. /
CABINET CLEARANCES
!/2" = 1'-0"
FEDERAL FA!R HO,ISI~~I~ REQIIIREMEI\IT
12" 12"
1 MIN, t MIN. t
\,,= ,... = - tl 1
-----,1 '.'
!, ( ~I~ ~ ~
I~A:/L
12" 24" MIN.
MAX. (42 PREFERRED) 1
I----------~-------l -t
l~c~_ --t--
FRONT VIEW @ REAR WALL
FIXED GRAB BAR LOCATIONS
SIDE VIEW @ SIDE WALL WITH
FIXED GRAB BAR LOCATIONS
5
TYPICAL REINFORCING LOCATIONS @ TOILET
"'------/
= l' -CJ"
FEDERA'_ FAIR HOUSII~G
N<( ~l~
~::::;;; F ~ ....
L_ //] --11 Q.
'-U
---L ~ ,Ocr
(J)w
<0 <.1..' ...
- ~---------------~ ~ C7) u..:r
------------------------- <:::::) ;?-
t"'-J .XU
SIDE BACK (=:J . co ....uc~
'i"UJ
~I' <:::::J ..,J
1'-" ( ~
TYPICAL REINFORCING LOCATIONS @ SHOWER (~ u 2"
l.I.J :..l..;- ';~,
C) -:l''''
\ 'ID Ii .'J. >,
...
1/2" = 1'-CJ" FEDERAL FAIR HOU ' r\1 r-~ .~.' - -- .--. :::0,
(;-....v, ..::1 :;,
......
,-"--~-___._I '7)
-~~--
r
I
. I .
. co ~
. >< ~ ::::;;;
//--- FIRE EXTINGUISHER CABINET
J
"
/------~........,
(,4
'.-------./
24"
1 MIN. t
~.. ==_Jt I
. =co ~
. >< ~ ::::;;;
C'J<(
~:::;;
r ,
,
,
!
\ ,
,/
"-
FOOT
6" 48" 6"
%4,__ _MIN_ .,_ ,~~
! !
! I
L________j~------~
- ><
'{o<(
I \~ Y j
BACK
~rl
I .'
kX]~
24"
t MIN. r
J
r
1--------1
L_ __ __ -- -- __J -----'l-
I
. 00 ~
. >< ~ :::;;
(I, ~t~ 1-
. .
co~
~:::;;
J
~
\
\
\
<.
L-
HEAD
" /-----~
3'.\
I
;'
TYPICAL REINFORCING LOCATIONS @ TUB
.'------------
= 1 '-0"
~EDERAL FAIC; HOUSi~JG RWllREHE'iT
-l
,-
L.'.l .L'..~$id. ~q ..... .
~v .... ............. f0'~~
f5:\#l ,
~ ,.
CW1:~;Lt.~~'~<~ {~;~~~,~
PROJECT NO. 03540
I
"1
BPRC Submital:
03540
Date Plotted: November 09. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30. 2005
-~
CONSTRUCTION DOCUMENTS
~-
TYPICAL DETAILS
--
A-524
Rev #30 - November 13, 2006 History Set
XREFS:
lTLB
'-F-LOOR TRANSITION- NOTE$!
1. FLOOR LEVEL CHANGES GREATER THAN XU
SHALL BE BEVELED OR TAPERED.
2. FLOOR LEVEL CHANGES BETWEEN X' AND JS"
SHALL BE TAPERED AT A MAXIMUM 1:2 RATIO.
3. FLOOR LEVEL CHANGES GREATER THAN )'2"
SHALL BE SLOPED AT A MINIMUM 1 :12 RATIO.
- WALL TILE OVER LATEX
PORTLAND CEMENT MORTAR
OVER BACKER BOARD
~ CONTINUOUS 1/4" SEALANT
JOINT @ TUB PERIMETER
,- X" SILICONE SEALANT JOINT
SEE PLAN
~ TILE F1NISH - SEE SCHE])ULE
-+-14" F.T. PLYWOOD DECK
T- VAPOR BARRIER
~-~" CEMENT TILE BACKER BOARD
I
I TILE (THIN SET)
-- METAL STUD TUB PLATFORM
FRAMING @ 16" O.C. MIN.
-- FLASHING ~
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.- TILE OVER LATEX PORTLAND
CEMENT MORTAR OVER
BACKER BOARD
/- X" SILICONE SEALANT
"
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.- BATH SUPPORT MATERIAL
PER MANUFACTURERS
RECOMENDATIONS
TILE OVER THIN SET
HOLD PLYWOOD & BACKER
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SET METAL TRACK IN FULL
- BED OF SILICONE SEALANT
NOTES:
1. CONFIRM AND COORDINATE FILED DIMENSIONS W/ SPECIFIED TUB DIMENSIONS AND TUB DECK SHOWN ON
ARCHITECTURAL PLANS. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO ORDERING TUB.
2. COORDINATE HEIGHT OF TUB PLATFORM AND SLOPE OF DECK WITH TUB MANUFACTURERS
RECOMMENDATIONS. VERIFY SPACE REQUIREMENTS FOR WHIRLPOOL EQUIPMENT PRIOR TO INSTALLATION.
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND elEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 3Q-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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Date Plotted:
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Date Issued: January 10, 2005
LATEST REVISION DATE
3 Addendum #3 - March 30, 2005
CONSTRUCTION DOCUMENTS
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TYPICAL INTERIOR DETAILS
A-525
Rev #30 - November 13, 2006 History Set
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHlEO AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"AIlCHrTECIURAL WORK" UNDER SECTION I 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ElEMENTS OF THE DESIGN.
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WHEN PLCi TTED AT 2--1 x ,16
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Date Plotted: November 09, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
Rev #30 - November 13, 2006 History Set
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CONSTRUCTION DOCUMENTS
TYPICAL INTERIOR DETAILS
A-526
XREFS:
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System No. W-L-I054
F Ratings -1 and 2 Hr (See Items 1 and 3)
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFMlSq Ft
L Rating At 400 F - 4 CFMlSq Ft
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SECTION A~A
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1. Wall Assembly - The 1 or 2 hr fire-rated gypsum wallooardlstud wall assembly shall
be constructed of the materials and in the mmmer specified in the individual U300 or
U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall
include the following construction features:
System No. W-L-I095
A. Studs - Wall framing may consist of either wood studs or
steel channel studs. Wood studs to consist of nom 2 by 4 in.
lumber SpiCed 16 in, OC. Steel studs to be nun 2-112 in. wide and
spaced max 24 in. OC. When steel studs are used and the diam of
opening exceeds the width of stud cavity, the opening shall be
framed on all sides using lengths of steel stud installed between the
vertical studs and screw-attached to the steel studs at each end, The
framed opening in the wall shall be 4 to 6 in. wider mId 4 to 6 in.
higher than the diam of the penetrating item such that, when the
penetrating item is installed in the opening, a 2 to 3 in. clearance is
present between the penetrating item and the framing on all four
sides.
F Ratings - 1 & 2 Hr (See Item 1)
T Ratings - 1 & 2 Hr (See Item 3)
L Rating At Ambient - Less Than 1 CFMlSq Ft
L Rating At 400 F - 4 CFMlSq ft
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B. Gypsmn Board'" - 5/8 in. thick, 4 ft wide with square or
tapered edges. The gypsum board type, thickness, number of
layers, fastener type mId sheet orientation shall be as specified in
the individual U300 or U400 Series Design in the UL Fire
Resistance Directory. Max diam of opening is 32-1/4 in. for steel
stud walls. Max diam of opening is 14-112 in, for wood stud walls.
....,
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The F Rating of the fIrestop system is equal to the fIre rating of die wall
assembly.
SECTION A-A
2. Through-Penetrants - One metallic pipe, conduit or tubing to be installed either
concentrically or eccentrically within the firestop system. The annular space shall be min
o in. to max 2-1/4 in. Pipe may be installed with continuous JXlint contact. Pipe, conduit
or tubing may be installed at an angle not greater than 45 degrees from perpendicular.
Pipe, conduit or tubing to be rigidly supported on ooth sides of wall assembly. The
following types and sizes of metallic pipes, conduits or tubing may be used:
1. Wall Assembly The 1 or 2 h fire-rated gypsum wallboard/stud wall assembly shall be
constructed ofthe materials and in the manner described in the individual U300 or U400
Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include
the following construction features:
A. Steel Pipe - Nom 30 in diam (or smaller) Schedule 10 (or
heavier) steel pipe.
A. Studs Wall framing may consist of either wood studs or steel
chatmel studs. Wood studs to consist of nom 2 by 4 in. lumber
spaced 16 in. OC. Steel stud'! to be min 2-112 in, wide and spaced
max 24 in. OC.
B. Iron Pipe - Nom 30 in, diam ( or smaller) cast or ductile iron
pIpe.
B. Gypsum Board'" 5/8 in. thick, 4 ft wide with square or tapered
edges. The gypsum wallboard type, thickness, number oflayers,
fastener type and sheet orientation shall be as specified in the
individual U300 or U400 Series Design in the UL Fire Resistance
Directory. Max size of opening 2-5/8 in, by 18 in, The hourly F
Rating of the firestop system is equal to the hourly fire rating
of the wall assembly in which it is installed.
C. Conduit- Nom 4 in diam (or smaller) steel electrical metallic
tubing or 6 in. diam steel conduit.
D. Copper Tubing-Nom 6 in. diam (or smaller) Type L (or
heavier) copper tubing.
E. Copper Pipe - Nom 6 in. diam (or smaller) regular (or
heavier) copper pipe.
2. Electric Metallic Tubing (EMT) One or more nom 1 in. diam steel electric tubing.
TIle annular space shall be min 1/2 in. to a max 1 in. Conduit to be rigidly supported on
both sides of wall assembly.
3. Fill, Void or Cavity Material'" - Sealant-Min 5/8 in. thickness offill material
applied within the annulus, flush with ooth surtaces of wall. At the }X)int or continuous
contact locations between pipe and wall, a min 1/2 in. diam bead offill material shall be
applied at the pipe wall interface on both surtaces of wall ,
3. Fill, Void or Cavity Material'" Sealant -- For 2 h F Rating, min 1-114 in. thickness of
fill material applied within the annulus, flush with both surfaces of wall. For I h F
Rating, min 5/8 in. thickness of fill material applied within the annulus, flush with both
surfaces of wall.
HILTI CONSTRUCTION CHEMICAL.", DIY OF
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI IN C - FS-One Sealant
HIL TI INC - FS-One Sealant
*Bearing the UL Classification Mark
* Bearing the UL Classification Marking
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UL WL 1095
1-HR OR 2-HR
UL WL 1054
1-HR OR 2-HR
----,
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I Keyplan
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E cty Hwy 3O-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
ARRANGEMENT AND COMPosmON Of SPACES AND ELEMENTS Of THE DESIGN.
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SECTION A-A
1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be
constructed ofthe materials and in the manner specified in the individual U300 or U400
Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include
the following construction features.
A. Studs - The 1 or 2 hr fire rated gypsum board/stud wall
assembly shall be constructed ofthe materials and.in the manner
specified in the individual U300 or U400 Series Wall and Partition
Designs in the UL Fire Resistance Directory and shall include the
following construction features.
B. Gypsum Board"'- - Nom 5/8 in. thick, 4 ft wide with square
or tapered edges. The gypsum board type, thickness, number of
layers, fastener type and sheet orientation shall be as specified in
the individual U300 or U400 Series Design in the Fire Resistance
Directory. Max diam of opening is 5 in.
The hourly F and T Ratings of the firestop system are equal to the hourly fire
rating of the wall assembly in which it is installed.
2. Through Penetrant - One metallic pipe, conduit or tubing i~stalled concentrically or
eccentrically within the firestop system. Pipe, conduit or tubing may be installed at an
angle not greater than 45 degrees from perpendicular. Pipe, conduit or tube to be rigidly
supported on both sides of wall assembly. The annular space beriveen the pipe or tube
and periphery of the opening shall be min 0 in (point contact) to max 1/2 in. The
following types and sizes of metallic pipes, conduit or tube may be used:
A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 40 (or
heavier) steel pipe.
B. Iron Pipe- Nom 4 in. diam (or smaller) castor ductile iron
pIpe.
C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic
tubing (EMT) or steel conduit.
D, Copper Tube - Nom 4 in. diam (or smaller) Type L (or
heavier) copper tube.
E. Copper Pipe - Nom 4 in. diam (or smaller) 1k.egular (or
heavier) copper pipe.
3. Fill, Void or Cavity Material"'-Sealant - Min 5/8 in. thicloh.ess offill material
applied within the annulus, flush with both surfaces of wall. At the point contact location
between pipe and wall, a mill V2 in diam bead offill material shall be applied at the
pipe/wall interface.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - CP606 Flexible Firestop Sealant
*Bearing the UL Classification Mark
METAL CONDUIT THRU GYPSUM WALL
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UL WL 1290
1-HR OR 2-HR
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\ P~OJECT NO. 03540 i
System No. W-L-2075
F Ratings - 1 & 2 Hr (See Item 4)
T Ratings - 0 and 2 Dr (See Item 4)
L Rating At Ambient - Less Than 1 CFM/Sq Ft
L Rating At 400 F - 4 CFM/Sq Ft
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1. Floor or Wall Assembly - The fire-rated gypsum wallboard/stud wall assembly shall
be constructed of the materials and in the manner specified in the individual U300 or
U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall
include the following construction features:
A. Studs - Wall framing may consist of either wood studs or
steel channel studs. Wood studs to consist of nom 2 by 4 in.
lumber spaced 16 in. OC. Steel studs to be min 2-112 in. wide and
spaced max 24 in. OC.
B. Gypsum Board'" - Nom 5/8 in. thick gypsum wallboard, as
specified in the individual Wall and Partition Design. Max diam of
opening is 4 in.
2. Metallic Sleeve - (Optional) - Nom 4 in. diam (or smaller) Schedule 40 (or thinner)
steel pipe cast into wall assembly with joint compound and installed flush with wall
surfaces.
3. Electrical Nonmetallic Tubing+- Nom 2 in. diam (or smaller) conugated wall
electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC). Tubing to
be rigidly supported on both sides of wall assembly. A nom annular space of 3/4 in. is
required within the firestop system.
See Electrical Nomnetallic Tubing (FKHU) category in the Electrical Construction
Materials Directory for names of manufacturers.
4. Fill, Void or Cavity Material'" - Sealant - Installed symmetrically on both sides of
the wall. The hourly F Rating of the firestop system is equal to the hourly fire rating
of the wall assembly in which it is installed Fill material applied within the annulus,
flush with each end of the steel sleeve at the thickness shoW} in the table below:
F Rating T Rating Fill Mtl
Hr Hr Depth In.
1 0 5/8
2 2 1-114
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - FS-One Sealant
+Bearing the UL Listing Mark
*Bearing the UL Classification Marking
Q)
ENT THRU GYPSUM WALL
UL WL 2075
1-HR OR 2-HR
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03540
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
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CONSTRUCTION DOCUMENTS
--.-.
Rev #30 - November 13. 2006 History Set
--------.-
PENETRATION DETAILS
A -531
System No, W -L-8013
XREFS:
lTLB
System No. W - L-3065
F Ratings - 1 and 211 r (Stt Ittm 1)
T R a tin g - 0 11 r
F Ratings - 1 and 2 Hr (See Item 1)
L RatlngAtAmbltnt- 5 CFMISq Ft
T Rating - 0 Hr
L R a tin gAt 400 F - 2 C F M IS. F t
System No. C-AJ-1226
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I . Wall A . Sf m b I Y T b t lor 2 b r fi r e . rat t d gyp' u m boa r d 1 s Iud wall ass t m b I y s h al I b t
constucttd of tbe materials and in tbt m anntr specifitd in tbe individual U 300 or U 400
Sedts W all and Partition Designs in the U L Fire Resislanct D irtctory and shall include
the following COngtrllction features:
A. Studs Wall fram ing may consist of eitber wood studs or steel
c h ann e I ,t u d s. Woo d s tu d s to con s i ,t 0 f nom 2 by 4 in. I u m be r
spaced 16 in, 0 C. Steel .tuds to bt m in 2-112 in. w ide and .paced
max24in.OC.
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B Gypsum Board. 5/8 in. tbick.4 ftwide with square ortapptred
edges, Tbe gypsum boord type.thickness. num ber of loyers,
fostener type ond sheet orlentotlon sholl be os 'pecifled In the
individual W all and Partition Design. M ax Irea of opening is 352
sq in. with m ax dim en.ion of 22 in. wide.
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The bourly F Rating of the firestop sy,ttm is equallo Ihe bourly
firt rating of Ib e wall os'tm bly in w bich it is installed.
SECTION A-A
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2. C IIblt Tray. M ax 18 in. wide by m ax 6 in, dttp open.ladder or solid-back cablt tray
w ilb cbannel.sbaped sidt rails form td of 0.065 in. tbick olum inum or 0.060 in, Ihick stetl
.nd with 1,1/2 in, w idt by I in. channtl shape rung. .pactd 9 in. OC or a 0.029 in,lhick
~teel solid bllck, re8peclively. 0 De cable tray lo be installed in the opening. The m ax
. n n u la r . p 0 c e bet wee nth e cab let.. y and the p e d p h t ry 0 f the 0 pen in g ,h all b e m in I in.
tom 0 x 7 in, Cab 1 e t ray to b e r j g i d I Y sup p 0 r t e don bot h sid e s 0 f fl 0 0 r 0 r w a I I ass e m b I Y .
LA
1. Wall Assembly - The 1 or 2 fire-rated gypsum wallboard/stud wall assembly shall be
constructed ofthe materials and in the manner specified in the individual U300 or U400
Series Wall and Partition Designs in the 'CL Fire Resistance Directory and shall include
the following construction features:
3. C sbIes Aggregate cross-sec:tional area of cable~ in cable trlY to be m ax 30 percent of
the cross.sectional area of tbt cablt tray, Any com bination of the following typtS and
sizes of copper conductor cables may be used:
R13240
lDLll C'mSIRUCI100 CHEMlCAlS, DIY OF
lDLlllNC
5400 S 122ND EAST AVE
TlJL&A., CK 74146 USA
A. 71C No. 12 AW a wIth polyvinyl chloride (PV C) Insulation and
PVC jacket.
SECTION A-A
A. Studs - Wall framing may consist of either wood studs or
steel channel studs. Wood studs to consist of nom 2 by4 in.
lumber spaced 16 in. oc. Steel studs to be min 2-112 in . wide and
spaced max 24 in. oc.
B ' 1 0 0 p air . No. 2 4 A W 0 cab 1 t wit h P V C ins u I. Ii 0 n and j a c k t t.
C, l/C, 750 kcm iI (or sm aller) w ilh PV C insulation and jacket.
1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal
weight (100-150 pct) concrete. Wall may also be constructed of any UL Classified
Concrete Blocks"'. Max diam of opening is 32 in.
4. Througll-PtRttrants One or more pipe or tubt to be installed within tht opening. The
tot a I n u m b e r 0 f t h r 0 ugh. pen e t ra n t s is d e pen den Ion the s i z e 0 f the 0 p t n in g and ty p t san d
,izt' of tbt ptntlrant" Any com bination of the ptnttrant' dtscribed btlow may be u.td
provided thal the follow ing param eters relative 10 the annular spaces BDd lhe spacings
between the pipes lire maintained. The space between the pipe or tube and the periphery
of the optning shall bt m in 1-1/2 in. 10 m ax 9 -1/4 in. Pipe or tube to be rigidly supporttd
o n bot b . ide s 0 f fl 0 0 r 0 r wall a" s em b I y. T b e follow in g t Y pes and s i z e s 0 f non. met. 11 i cor
m etollie pipes, or tubes OJ ay be used:
B. Gypsum Board'" - Nom 5/8 in. thick gypsum wallboard, with
square or tapered edges. The gypsum wallboard type, thickness,
number of layers, fastener type and sheet orientation shall be as
specified in the individual U300 or U400 Series Designs in the UL
Fire Resistance Directory. Max diam of opening is 4 in,
CP 617 Putty Pdds , fer use \\ith rrnx 4 by 4 in flush device UL listai lv.l1alli.c OJtlet fuxes installal \\ith
steel cover plates in 1 and 2 hr. fIre rated gypsum wallbom-d will ~lies framOO. \\ith min 3-1/2 in deep
-wxxl or steel stLrls ani constructed as specifled in tre in.lividual moo or U4CX) Serie; Wall and Fllitition
fuigns in ~ Fire Resi~ Ilrectory. Mn 1/8:in thick nnldable pttty]nls are to be installed to ccmpletely
cover tre exterioc surfaces of the outlet box (excert for the side of the outlet box ~ the stul) arrl
C<.l'q)letely seal against ~ stud \\ithin the stt.rl cavity. Wh:n lIDldable p.lt1y IEd outlet box protective material
is used on boxes en both sides of will as directed, the horizontal seprration bemeen outlet boxes m OIJlOSite
sides of the wall may be less than 24 :in IYOVidtrl that ~ boxes are rot installed tock to back.
2. Metallic Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier)
steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces
or extending a max of3 in. above floor or beyond both surfaces of wall.
A. Polyvinyl Chloride (PVC) PIpe M ax 3 in. di.m Schedule 40
solid core PV C pipe (or sm alter) for uge in closed (process or
supply) or vented (drain. w astt or vent) piping system.
B . S t t tiP Ip t Nom 6 in. d i am (0 r small e r) S c he d u I e 4 0 (0 r be a v i or)
ste el pip e.
The F Rating of the firestop system is equal to the fire rating of the wall
assembly.
3. Through-Penetrant - One metallic pipe, tube or conduit to be installed either
concentrically or eccentrically \\~thin the firestop system. The annular space between
penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in.
Penetrant may be installed with continuous point contact. Penetrant to be rigidly
supported on both sides of floor or wall assembly. The following types and sizes of
metallic penetrants may be used:
C. Con d u it Nom 4 in. diam (or sm aller) ste el ele ctric 8.1 metallic
tubing or 6 in. diam sleel conduit.
2. Metallic Sleeve - (Optional) - Nom 4 in. diam (or smaller) steel electrical metallic
tubing (EMT) or Schedule 5 (or heavier) steel pipe or min 0.016 in, thick (28 MSG) galv
steel sleeve cast into wall assembly with joint compound and installed flush with wall
surfaces. Vv'hen Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in.
beyond the wall surfaces.
D. C opptr Plpt Nom 4 in. diam (or sm aller) Regular (or heavitr)
copper pipe.
E. C opp tr Tab t Nom 4 in. diam (or sm aller) Type L (or heavier)
cop per tu be.
CP617 Flrestop Putty Pads, for me \\ithmax 4 ~ 3-3/4 by 3 in deep UL listed ~tallic rulet B:>xes
manufactured by Carlon Electrical Prcx:h:cts, trnde frcm polyvinyl chloride, an:! ~ a 2 hr rating urx1er the
"OJtlet &xes and Fittings Oassifirntion for Fire Resistance" rnt~ in the Fire Resi~ DirectOl)'. Putty
plds and boxes for use in 1 an:l2 hr fIre rated gypSLm willboord assemblies, framrl \\ith min 3-1/2 in deep
-wxxl stu.ls ani cornt:n..cted as specifled in the in.lividual U3CX) Series Wall ani Partitien Thsigns in the Fire
Resistan::e Ilrec1:cry, Oltlet lx>x s.xured to wxxl stt.rl by treans of mo ~ tabs supplial \\ith tre cutlet
OOX Mn 1/8 in thick lIDldable putty }llds are to be installal to completely cover the exterier surfaces of tre
cutlet lx>x (except for 1:lJ; side of 1:lJ; out1et lx>x ~ 1:lJ; stui) iocluding 1:lJ; miling tab ani completely seal
against ~ stud \\ithin 1:lJ; sttrl cavity. Oltlet boxes installei \\i.th steel or plastic cover plates. \\hen lIDldable
p.ltty prl outlet box pctective material is used on boxes m lx>th sides of will as directed, ~ horizontal
seprration ~ boxes on OWOsite si~s oftte will may be less than 24 in provided that 1:lJ; boxes are not
installed tack to back .
4A. Pipt Covtring (N ot :>how n)N om 1.1/2 in. thick bollow cylindrical heavy density
(m in 3.5 pcf) gLass fibtr units jacketed on tbe outside witb an all strvice jacket,
L ongiludinal joint' ,ealed with m eta1 fa.lentr. or factory applitd ..If-staling lap tape.
Transverse joints sel:ured with m elll fasteners or with butt tape supplied with the produ ct.
A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or
heavier) steel pipe.
3. Cables - Aggregate cross-sectional area of cable in opening to be max 45 percent of
the cross-sectional area of the opening. The annular space between the cable bundle and
the periphery of the opening to be min 1/4 in. to max 3/4 in. Cables to be ridigly
supported on both sides ofthe wall assembly. Any combination ofthe following types
and sizes of copper conductor cables may be used:
See Plpt and Eq.lpm tnt Covtrlng and M altrlals (BRGU) category in lbe Building
Materials Directory for nem es of m anufllcturers. A ny pipe covering m aterill m eetine: the
.bovt specifications and bearing the U L Classification Marking with. Flam e Spread
In de x 0 f 25 0 r Ie s, and a S m 0 keD tV t lop e dIn d t X 0 f 5 0 may b t use d .
B. Iron Pipe - Nom 30 in, diam (or smaller) cast or ductile iron
pIpe.
5. C ablts M ox 1-112 in, diam tigbt bundle of cables installed within the opening and
rigldly supported on both surface. of wall. The space betw otn tht cables and periphery of
the opening shall range from 1-3/16 in. min to a max of 1-112 in. Any combination of the
following types and sizes of cables may be used:
C. Copper Pipe- Nom 6 in. diam (or smaller) Regular (or
heavier) copper pipe.
A. Max 7/C ~o. 12 A WG with polyvinyl chloride (PVC)
insulation and jacket.
A. 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and
jacket.
D. Copper Tubing- Nom 6 in. diam (or smaller) Type L (or
heavier) copper tubing.
B. Max 25 pair No. 24 A WO telephone cable with PVC insulation
and jacket.
B. 25 pair - No. 24 A WG cable with PVC insulation and jacket.
E. Conduit - Nom 6 in. diam (or smaller) steel conduit.
CP617 Flrestop Putty Pads , forme \\ithmax 2-1/4 ~3-3/4 by 2-314 in deep ULlistaiNmrretallicOJtlet
Boxes mmufactured ~ Pass arrl Seymore, In::., and bearing a 2 hr rating under the "OJtlet me:; am Fittings
Classification for Fire Resistan;e" categOlY in tte Fire Resistance Ilrectory. Putty pads an:! boxe; for use in 1
an:l2 hr fire rated gypsum walllxtard assemblies, :frarnOO \\ith ruin 3-1/2 in deep w:o:l stu:Is an:l ccrJStructed as
sp:rifi.al in the inJividual U300 Serie; Wall an:l Partiticn Thsigrn in ~ Fire Resistance Dlroctrry. rulet box
StXurW to -wxxl stLrl by means of 1\\0 nailing tabs ~lial wth tte outlet box. Mn 1/8:in thick lIDldable
p.ltty plds are to be installal to C<.l'q)letely cover tre exterior smfaces of tte outlet box (excert for ire side of
the outlet lx>x ~E1: ~ stud) irrlu:lirl?, the nailing tab and ccmpletely seal against tte stud \\ithin tte stt.rl
cavity. Otlet boxes imtallal ",ith steel er plastic cover plates. \Vhen moldable p.ltty prl outlet box JYotective
material is used en boxes on both sides of \\llil as directed, the hcrizontal sepmrtion bet\\een boxeo; on ~te
sides of the will may be less than 24 :in IYOVidtrl that tte boxes are not installed 00ck to back .
C. Type R GU/59 coaxial cable with PVC outer jacket.
C. Type ROllI coaxial cable with polyethylene (PE) insulation and
PVC jacket having a max outside diameter of llz in.
F. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic
tubing (EMT).
D. 24 fiber optic cable with PVC sub unit and outer jacket.
6. Firestop System The firestop system shall consist of the following:
D. Multiple fiber optical communication cable jacketed with pve
and having a max 00 of 5/8 in.
4. Firestop System- The firestop system shall consist of the following:
A. Fill, Void or Cavity Material* Fill, Void or Cavity Material*-
Fire Blocks For walls incorporating m ax 3-5/8 in. steel studs or
ill ax 2 by 4 in. wood studs, fire block installed with 5 in. dim ension
projecting through and centered in opening. For walls constructed
of larger steel or wood studs, fire block installed with long
dim ens ion passing through and centered in opening. B 10 cks mayor
may not be cut flush with both surfaces of wall. When multiple
layers of gypsum board are used, blocks ill ay be recessed 1/2 in.
from surfac e 0 f wall .
A. Packing Material- Min 4 in, thickness ofmin 4 pcfmineral
wool batt insulation fIrmly packed into opening as a permanent
form. Packing material to be recessed from top surface offloor or
sleeve or from both surfaces of wall or sleeve as required to
accommodate the required thickness of fill material.
E. Through Penetrating Products*- Max three copper conductor
No.8 A WG . Metal-Clad Cable+.
AFC CABLE SYSTEMS INC
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conductor cable with PVC insulation and jacketing.
B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in.
thickness of fill material applied within the annulus, flush with top
surface of floor or sleeve or with both surfaces of wall or sleeve.
At the point or continuous contact locations between penetrant and
concrete or sleeve, a min 1/4 in. diam bead offill material shall be
applied at the concrete or sleeve/ pipe penetrant interface on the
top surface of floor and on both surfaces of wall.
HILT! CONSTRUCTION CHEMICALS, DIV OF
CP617 Flrestop Putty Pads , for me \\ithmax 4 ~ 3-3/4 by 3 in deep UL listed 1'bnrreta1lic OJtlet mes
mmufactl.n"ed by.Allial M>lded Fro:It.rts, Inc., made from fIrerreinfocced thenmplastic and bearing a 2 hr
rating UI:X1er tte "OJtlet l30xes ani Fittings Classifimtim fer Fire Resista!l.'e" categoty in the Fire Resistance
Directory. Putty plds ani boxes for use in 1 hr fire rated gypsum willboord assemblies, framtrl wth min 3-1/2
in deep wxxl stLrls ani cornt:rocted as specified in the in.lividual moo Serie; Wall and Partition lliigrn in ire
Fire Resb1:aoce Directay. OJtlet oox ~ to wxxi stud by tre.am of 1:\\0 miling tabs supplied \\ith tte
cutlet 00x Mn 118 in thick moldable putty p:rls are to be imtalled to e<mpletely cover tre exterior surfaces of
the outlet lx>x (except for 1:lJ; side of the outlet box ~ 1:lJ; stui) irduding tm mi~ tab ani mnplete1y
seal against the stLrl V\ithin tte slui cavity. OJtlet boxes installei V\ith plastic cover plates. \\hen moldable
putty prl outlet box pctective material is used on boxes on lx>th sides of will as clirected, ~ horizontal
seprration ~ boxes on OWOsite si~s of tte wall may be less than 24 in provided tlm 1:lJ; boxes are not
installed tack to back .
4. Fill, Void or Cavity Material'" - Sealant Fill material applied within the annulus,
flush \\~th each end of the steel sleeve or wall surface. Fill material installed
s)'111metrically on both sides ofthe wall. A min 5/8 in. thickness of sealant is required for
the 1 or 2 hr F Rating. An additional 1/2 in. diam bead of fill material shall be applied
around the perimeter of sleeve on both sides of the wall when sleeve extends beyond
surface of wall.
HILT! INC - FS 657 Fire Block
B. l'iII, Void or Cavity Material* Sealant or Putty - Fill material
to be forced into interstices of cables, between cables and cable
trays, around each penetrant and where obvious voids are observed
to ill ax extent possible on both surfaces of the penetration.
HIL TI CONSTRUCTION CHEMICALS, DIV 01<'
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HILTI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - FS-One Sealant
HIL TI INC - CP60 1 S, CP606 or FS-One Sealant
HIL TI INC - FS-One Sealant. CP 618 Putty Stickor CP620 Fire
Foam
*Bearing the UL Classification Mark
*Bearing the UL Classification Mark
*Bearing the UL Classification Mark
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Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
Keyplan
WALTON H, CHANCEY & ASSOCIATES
ARCHITECTS P A
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CONSTRUCTION DOCUMENTS
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PENETRATION DETAILS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite loa Seagrave Beach. Fl 32459
Phone 850-231-2057 Fax 850-231-3553
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C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION t 02 Of THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. '990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT Of
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOsmON Of SPACES AND elEMENTS OF THE DESIGN.
PROJECT NO. 03540
Rev #30 - November 13.2006 History Set
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1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal
weight (100-150 pet) concrete.
lA. Steel Floor Unit/ Floor Assembly - (Not Shown)- As an alternate to Item 1, the
floor assembly may consist of a fluted steel floor unit/ concrete floor assembly. The floor
assembly shall be constructed of the materials and in the manner described in the
individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the
following construction features:
A. Concrete - Min 4-112 in. thick reinforced lightweight or
normal weight (100-150 pet) concrete, as measured from the top
plane of the floor units.
B. Steel Floor and F'onn Units* - Composition or non-
composite 1-1/2 in. to 3 in. deep fluted galv steel units as specified
in the individual Floor-Ceiling Design,
2. Firestop Device* - Cast in place firestop device permanently embedded during
concrete placement or grouted in concrete floor assembly in accordance with
accompanying installation instructions with a min. 2 in. projection above the top surface
of the concrete.
HILT I CONSTRUCTION CHEMICALS, DIV OF
HILTIINC - CP 680-75/2.5", CP 680-110/4", CP 680-160/6"
3. Through Penetrants - Five nom 1 in. diam metallic pipes, tubes or conduits to be
installed within the firestop system. The annular space between the penetrants shall be
min 1 in. to max 2 in. The annular space between penetrants and the device is min 3/4 in,
Penetrants to be rigidly supported on both sides of floor assembly. The following metallic
pipes, tubes or conduits may be used.
A. Steel Conduit - Nom 1 in. diam (or smaller) rigid steel
conduit or steel electrical metallic tubing (EMT).
B. Steel Pipe - Nom 1 in. diam (or smaller) Schedule 5 (or
heavier) steel pipe.
C. Iron Pipe - Nom I in. diam (or smaller) cast or ductile iron
pIpe.
D. Copper Pipe - Nom 1 in, diam (or smaller) Regular (or
heavier) copper pipe.
E. Copper Tubing - Nom 1 in. diam (or smaller) Type L (or
heavier) copper tubing.
4. Packing Material- Min 4 in. thickness of min 4 pcf mineral wool batt insulation
firmly packed into device completely filling the space around conduits to fullest depth
allowed by the device.
* Bearing the CL Classification Mark
ULFA1017
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T Rating - 1/2 Hr
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T Rating - 1/4 Hr
L Rating At Ambient - Less Than 1 CFM/sq ft
L Rating At 400 F - 4 CFM/sq ft
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SECTION A-A
1. Floor Assem bly Min 4-1/2 in, thick reinforced lightweight or nonnal weight (100-150
pcf) concrete.
I A. Floor Assem bly - (Option al - Not Shown) The fire rated unprotected concrete and
steel floor assembly shall be constructed ofthe materials and in the manner specified in
the individual D900 Series designs in the UL Fire Resistance Directory and as
summarized below:
A. Concrete Min 4-112 in. thick reinforced lightweight or normal
weight (100-150 pcf) concrete.
B. Steel Floor and Form Units'" Composite or non-composite
max 3 in. deep galv steel fluted units as specified in the individual
Floor-Ceiling Design.
2. Firestop Device'" Cast in place fires top device permanently embedded during concrete
placement or grouted in concrete floor assembly in accordance with accompanying
installation instructions with a max 2 in. projection above the top surface of the concrete.
HILTI CONSTRUCTION CHEMICALS. DIV OF
HIL TI INC--- CP 680-75/2.5", CP 680-110/4" or CP 680-160/6"
3. Through Penetrants One metallic pipe, conduit or tubing to be installed within the
firestop device. Pipe, conduit or tubing to be rigidly supported on both sides of floor
assembly. The following types of pipe, conduit or tubing may be used:
Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier)
steel pipe.
Iron Pipe - l'o;om 6 in. diam (or smaller) cast or ductile iron pipe.
Conduit - Nom 6 in. diam (or smaller) rigid steel conduit.
Conduit - Nom 4 in. diam (or smaller) steel electrical metallic
conduit.
Copper Tu bing - Nom 6 in. diam (or smaller) Type L (or heavier)
copper tubing.
Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier)
copper pipe.
The fires top device and metallic penetrant shall be sized as follows:
Nom Pipe Diameter+ Firestop Device
1-112 to 2-112 in. CP 680-75/2.5"
3 to 4 in. CP 680-110/4"
4 to 6 in. CP 680-160/6"
f When metallic pipes of diameters smaller than those shown above are installed within
the device, CP618 Firestop Putty Stick or mineral wool insulation shall be installed
within the device.
4. Fill, Void or Cavity Material'" - Putty (Not Shown) Min I in. thickness ioffill
material applied within annulus flush with top surface of device,
HIL TI CONSTRUCTION CHEMICALS. DIV OF
HILTI INC - Cp 618 Firestop Putty Stick
4A. Packing Material (Not Shown) As an alternate to Item 4, min 4 in. thickness of
min 4 pef mineral wool insulation fmnly packed to the fullest extent possible within
annulus flush with top surface of device.
*Bearing the UL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
EMT OR MTL CONDUIT THRU CONC FL
3-HR
SECTION A~A
I. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal
weight (100-150 pct) concrete.
lA. Steel Floor Unit/ Floor Assembly - (Not Sho\\D)- As an alternate to Item 1, the
f100r assembly may consist of a fluted steel floor unit! concrete floor assembly. The floor
assembly shall be constructed of the materials and in the manner described in the
individual Floor-Ceiling Design in the Fire Resistance Directory and shall include the
following construction features:
A. Concrete - Min 4-112 in. thick reinforced lightweight or
nonnal weight (100-150 pet) concrete, as measured from the top
plane of the floor units.
B. Steel Floor and Form Units * - Composition or non-
composite 1-1/2 in. to 3 in. deep fluted galv steel units as specified
in the individual Floor-Ceiling Design.
2. Firestop Device* - Cast in place firestop device pennanently embedded during
concrete placement or grouted in concrete floor assembly in accordance with
accompanying installation instructions with a min. 2 in. projection above the top surface
of the concrete.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - CP 680-75/2.5", CP 680-110/4", CP 680-160/6"
3. Through Penetrants- A max of one nom 3in. diam (or smaller) and one nom 2 in.
diam (or smaller) metallic pipes, tubes or conduits to be installed within the firestop
system. The annular space between the penetrants shall be min 1/8 in. The annular space
between penetrants and the device shall be min 1/2 in. Penetrants to be rigidly supported
on both sides of floor assembly. The following metallic pipes, tubes or conduits may be
used.
A. Steel Conduit - Steel electrical metallic tubing or rigid steel
conduit.
B. Steel Pipe - Schedule 5 (or heavier) steel pipe..
C. Iron Pipe - Cast or ductile iron pipe.
D. Copper Pipe - Regular (or heavier) copper pipe.
E. Copper Tubing - Type L (or heavier) copper tubing.
4. Packing Material- Min 4 in. thickness ofmin 4 pcfmineral wool batt insulation
finnly packed into device completely filling the space around conduits to fullest depth
allowed by the device.
*Bearing the UL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
EMT OR MIL CONDUIT THRV CONC FL
UL FA 1023 3-HR
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAl785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
0'2003 THESE PL"'NS "'RE COPYRIGHTED "'ND "'RE SUBJECT TO COPYRIGHT PROTECTION AS AND
.....RCHrrECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
DECEM8ER, 1990 AND KNOWN AS ...RCHITECTURAl WORKS COPYRIGt-IT PROTECTION ACT OF
1990 THE PROTECTiON INCLUDES BUT is Nor UMlTED TO THE OVERALL FORM"'S WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESiGN.
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PROJECT NO. 03540
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1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal
weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified
Concrete Blocks*. Max diam of opening is 31-7/8 in.
See Concrete Blocks (CAZT) category in the Fire Resistance
Directory for names of manufacturers.
2. Metallic Sleeve - (Optional) Nom 32 in. diam (or smaller) Schedule 40 (or heavier)
steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces.
3. Through Penetrants - One metallic pipe, conduit or tubing to be installed
concentrically or eccentrically within the frrestop system. Pipe, conduit or tubing to be
rigidly supported on both sides of floor assembly. The annular space between pipe
conduit or tubing and the periphery of the opening shall be min 0 in, (point contact) to
max 1-7/8 in. The following types of pipe, conduit or tubing may be used:
A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or
heavier) steel pipe,
B. Iron Pipe- Nom 30 in, diam (or smaller) cast or ductile iron
pIpe.
C. Cond nit - Nom 6 in. diam (or smaller) rigid steel conduit.
D. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic
conduit.
E. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or
heavier) copper tubing.
F. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or
heavier) copper pipe.
4. Firestop System - The firestop system shall consist of the following:
A. Packing Material- Min 4 in. thickness ofmin 4 pcfmineral
wool batt insulation firmly packed into the opening as a permanent
form. Packing material to be recessed from the top surface of the
floor to accommodate the required thickness of fill material.
B. Fill, Void or Cavity Materials'" Sealant - Min 1/2 in.
thickness offill material applied within the annulus, flush with top
surface of floor. At point contact, a min Y4 in. diameter bead of fill
material shall be applied at the pipe/sleeve interface on the top
surface of the floor or both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC - CP 606 Flexible Firestop Sealant
* Bearing the UL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
MTL CONDUIT THRU CONCRETE FLOOR
UL CAJ 1453
2-HR
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
03540
------.-.---
CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
._-_._-~
A-533
Rev #30 - November 13, 2006 History Set
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SECTION A-A
1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or nonnal
weight (100-150 pcf) concrete floor or wall. Wall may also be constructed of any UL
Classified Concrete Blocks *. Max diameter of opening is 4 in.
See Concrete Blocks (CAZT) category in the Fire Resistance
Directory for nanles of manufacturers.
2. Steel Sleeve- - (Optional) - Nom 4 in. diam (or smaller) Schedule 10 (or heavier)
steel pipe cast or grouted into floor or wall, flush with floor or wall surfaces.
3. Through Penetrants - One or more nonmetallic pipe, conduit or tubing to be
installed within the opening. Annular space between the pipes, conduits or tubing and the
periphery of the opening shall be min 1;4 in. to max 13/16 in. The annular space between
pipes, conduits or tubings shall be nom V4 in. Pipes, conduits or tubings to be rigidly
supported on both sides of floor or wall assembly. The following types and sizes of
nonmetallic pipes may be used:
A. Polyvinyl Chloride (Pvq Pipe - Nom 2 in. diam (or
smaller) Schedule 40 solid or cellular core PVC for use in closed
(process or supply) piping systems.
B. Rigid Nomnetallic Conduit (RNC)+- Nom 2 in. diam (or
smaller) Schedule 40 PVC conduit installed in accordance with
Article 347 of the National Electrical Code (NFPA No. 70).
C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in.
diam (or smaller) SDR13.5 CPVC for use in closed (process or
supply) piping systems.
D. Electrical Nomnetalllc Tubing (ENT)+ - Nom 2 in. diam (or
smaller) elecrrical nonmetallic tubing. Tubing to be installed in
accordance with Article No. 331 ofthe National Electrical Code
(NFPA No.70). See Electrical Nonmetallic Tubing (FKHU)
category in the Electrical Construction Material Directory for
names of manufacturers.
E. Optical Fiber Raceway+ - Nom 1 in. diam (or smaller)
optical fiber raceway fonned from polyvinyl chloride (PVC).
Raceway to be installed in accordance with Article No. 770 of the
National Electrical Code (NFPA No.70). See Optical Fiber
Raceway (QAZM) category in the Electrical Construction Material
Directory for nanles of manufacturers.
F. Cross Linked Polyeth)'lene (PEX) Tubing- Nom 1 in. diam
(or smaller) SDR 9 PEX tubing for use in closed (process or
supply) piping systems.
4. Fill, Void or Cavity Material* - Sealant - Min 2 in. depth offill material applied
within the annulus flush with the top surface of floor or both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV O:F
HIL TI INC - FS-ONE Sealant
*Bearing the UL Classification Mark
+Bearing the UL Listing Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
ENT THRU SLEEVE IN CONCRETE FLOOR
UL CAJ 2407
3-HR
Keyplan
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System No. C-AJ-3180
F Rating - 3 Hr
T Rating - 0 Hr
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SECTIONA.A
I. Floor or 'Vall Assembly - Min 4-112 in. thick reinforced lightweight or nonnal
weight (100-150 pcf) concrete floor or min 4-3/4 in. thick reinforced lightweight or
normal weight concrete wall. Wall may also be constructed ofanyUL Classified
Concrete Blocks*. Max diam of opening is 6 in,
See Concrete Blocks (CAZT) category in the Fire Resistance
Directory for names of manufacturers.
2. Steel Sleeve- (Optional) - Nom 6 in. diam (or smaller) Schedule 40 (or heavier)
steel pipe cast or grouted into floor or wall assembly, flush with floor or wall surfaces.
3. Cables - Aggregate cross-sectional area of cables in opening to be max 45 percent of
the aggregate cross-sectional area of the opening. Cables to be rigidly supported on both
sides of floor or wall assembly. Any combination of the following types and sizes of
metallic conductor or fiber optic cable may be used:
A. Max 500 kcmil single copper connector power cable with
thennoplastic insulation and polyvinyl chloride (PVC)jacket.
B. Max 300 pair No. 24 A WG copper conductor
telecommunication cables with polyvinyl chloride (PVC)
insulation and jacket material.
C. Max 7/C copper conductor No. 12 A WG multiconductor power
and control cables with polyvinyl chloride (PVC) or cross-linked
polyethylene (XLPE) insulation and PVC jacket.
D. Multiple fiber optical communication cables jacketed with PVC
and having a max outside diam of 112 in.
E. Max 3/C copper conductor No. 12 A WG with bare aluminum
ground, polyvinyl chloride (PVC) insulated steel, Metal-clad cable.
F. Max 3/C with ground 2/0 A WG copper conductor SER cable
with cross-linked polyethylene (XLPE) insulation and polyvinyl
chloride (PVC) jacket.
G. RG/U coaxial cable with polyethylene (PE) insulation and
polyvinyl chloride (PVC) jacket having a max outside diameter of
1;2 in.
4. Packing Material- Min 4-1/4 in. thickness of min 4 pcf mineral wool batt insulation
finnly packed into opening as a permanent fonn. Packing material to be recessed from
top surface of floor to accommodate the required thickness of fill material.
5. Fill, Void or Cavity Material* - Sealant- Min 1/4 in. thickness offill material
applied within the annulus, flush with top surface off1oor or with both surfaces of wall.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - FS-One Sealant.
*Bearing the OL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
CABLES THRU CONCRETE FLOOR
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UL CAJ 3180
3-HR
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAI785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
I
I
I
-.J
02003 rHESE PLANS ARE COPYRIGHTED AND ARE SUBJECT ro COPYRIGHT PROJECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMEND8J
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
11'90 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO rHE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
System No. C-AJ-8041
F Rating - 3 Hr
T Ratings - 0 and 1 Hr (See Item 3)
L Rating At Ambient - 10 CFM/sq ft
L Rating At 400 F - Less Than 6 CFM/sq ft
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S.EC"TION A..A
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1. Floor or Wall Assembly Min 4-112 in. thick reinforced lightweight or nonnal weight
(100-150 pct) concrete floor or min 5 in. thick reinforced lightweight or nonnal weight
(100-150 pc1) concrete wall. Wall may also be constructed of any UL Classified
Concrete Blocks * . Max area of opening is 192 sq in. with max dimension of24 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of
manufacturers.
2. Through-Penetrants A max of 4 pipes, conduits or tubing to be installed within the
opening. The space between pipes, conduits or tubing shall be 1-1/2 in. The space
between pipes, conduits or tubing and periphery of opening shall be min 1-5/8 in. to max
2-112 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall
assembly. The following types and sizes of metallic pipes, conduits or tubing may be
used:
A. Steel Pipe Nom 3 in. diam (or smaller) Schedule 10 (or heavier)
steel pipe.
B. Copper Tubing Nom 3 in. diam (or smaller) Type I. (or
heavier) copper tubing.
C. Copper pipe Nom 3 in. diam (or smaller) regular (or heavier)
copper pIpe.
D, Conduit Nom 3 in. diam (or smaller) electrical metallic tubing
or steel conduit.
3. Pipe Covering* (Optional) - Max 1 in. thick hollow cylindrical heavy density (min
3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal
joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse
joints secured with metal fasteners or with butt strip tape supplied with the product. A
nom annular space of 1-112 in. is required within the frrestop system. The T Rating is 1
hr when 1 in. thick pipe covering is used. The T Rating is 0 hr when pipe covering is
less than 1 in. or is omitted.
See Pipe and Equipment Covering - Materials (BRGU) category in the Building
Materials Directory for names of manufacturers. Any pipe covering material meeting the
above specifications and bearing the UL Classification Marking with a Flame Spread
Index of 25 or less and a Smoke Developed Index of 50 or less may be used.
4. Packing Material Min 4 in. thickness ofmin 4,0 pcfmineral wool batt insulation
firmly packed into opening as a penn anent fonn. Packing material to be recessed from
top surface off1oor or from both surfaces of wall as required to accommodate the
required thickness of fill material.
5. Fill, Void or Cavity Material* - Sealant Min 1/2 in. thickness offill material
applied within the annulus, flush with top surface of floor or with both surfaces of wall.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - FS-One Sealant
*Bearing the UL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
MAX 4 METAL CONDUITS THRU CONC FL
UL CAJ 8041
3-HR
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PROJECT NO. 03540
System No. C -AJ-8056
FRating- 3Hr
TRating-OHr
L Rating AtAmblent- 5 CFM/sq ft
L Rating At400 F - 2 CFM/sq rt
(;z) ($>
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1. Floor or W all Assembly 4-1/2 in. thick reinforced lightweight or normal weight (100-
1 5 0 pc f) con c re te. Wall may a Is 0 bee 0 n s tru c te d 0 fan y U L CIa s s i fi e d Con c r et e B 10 c k s . .
M a x a re a 0 fop en in g is 1 2 9 6 in. s q with m a x dim ens ion 0 f 3 6 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of
manufacturers
2. Cable Tray' Max 18 in. wide by max 6 in. deep open-ladder Dr solid-back cable tray
with channel-shaped side rails form ed of 0.060 in. thick alum inum or steel and with 1-1/2
in, wide by 1 in. channel shape rungs spaced 9 in. 0 C or a 0.029 in. thick steel solid back.
respectively. One cable tray to be installed in the opening, The max annular space
between the cable tray' is 9 in. and between the periphery of the opening shall be m in 1-
li2 in. to m ax 4-1/2 in. C able tray to be rigidly ,upported on both ,ides of floor or wall
assembly,
3. Cables Aggregate cross-sectional area of cables in cable tray to be max 30 percent of
the cross-sectional area of the cable tray based on a max 3 in. cable loading depth within
th e cab] e t ra y. Any com b in at ion 0 f th e follow in g ty pes and s i z e s 0 f cop per con d u c tor 0 r
fiber optic cables may be used:
A, 7/C No, 12 A W G with polyvinyl chloride (PVC) insulation and
PVC jacket.
B 300 pair - No 24 A W G cable with PVC insulation and jacket.
C. IIC, 350 kcm il with cross-linked polyethylene (XLPE)
insulation and jacket.
D, I/C. 500 kcm II with therm 0 plastic insulation and polyviny I
chloride (PVC)jacket.
E. Twenty four fiber optic cable with PV C sub unit and jacket.
4. Through-Penetrants 0 ne or m ore pipe. conduit or tube to be installed within Lhe
opening. The total number of through-penetrants is dependent on the size of the opening
and types and sizes of the penetrants. Any combination of the penetrBnts described below
may be used provided that the following param eters relative to the annular spaces and the
spa c in g s bet wee n th e pip e s are m a in t a in e d. The spa c e bet wee n pip e s. con d u it, 0 r tub in g
and between the periphery of the opening and the pipes or conduit, shall be min 1 in. to
m a x 4 -I 12 in. Pip e, con d u it 0 r tu b e to be rig idly sup porte don both ,i des 0 f fl 00 r 0 r wall
a'sem bly The following types and sizes ofmetallic pipes, conduits Dr tubing may be
used:
A Nom 6 in. diam (or smaller) rigid galv steel conduit.
B. Nom 4 in. diam (Dr sm aller) steel electrical metallic tubing.
C. Nom 4 in. diam (or sm aller) Regular (or heavier) copper pipe.
D, Nom 4 in. diam (or sm aller) Type L (or heavier) copper tube.
E. Nom 6 in, diam (Dr smaller) Schedule 10 (Dr heavier) steel pipe,
F. Nom 6 in. diam (or smaller) cast Dr ductile iron pipe,
5. Pipe Covering Nom 1-1/2 in. thick hollow cylindrical heavy density (min 35 pcf)
glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints
sealed with metal fasteners or factory applied self.sealing lap tape. Transverse joints
,ecured with metal fasteners orwith butttape supplied with the product.
See Pip e a II d E qui p m ell t C 0 v e rill g and Mat e ria Is (B R G U ) cat ego ry ill the B u i I din g
Mat e ria I. Dire c to ry fo r n am e s 0 f man u fa ctu re rs. Any pip e co v e rin g mater i al m e e ti n g th e
above specification. and bearing the UL Classification Marking with a Flame Spread
Index of25 or le.s and a Smoke Developed Index of 50 may be used.
6. Cables Max 2 in diam tight bundle of cables centered in opening and rigidly
supported on both surfaces offloor and wall. Any combination of the following types and
s iz e s 0 f eBb Ie sma y be use d :
A, 7/C No. 12 A W G with polyvinyl chloride (PV C) insulation and
PVC jacket.
B , 2 5 P air - No, 2 4 A W G cab Ie wit h P V C in suI a t ion and j a eke t.
C. 2/C No. 10 A W G with PVC insulation and jacket.
D 3/CNo.8AWG aluminum cladcablewithcross-linked
polyethylene (XLPE) insulation and PVC jacket.
E. T Y peR C - 6 2 A 1 U c 0 a x i a I cab 1 e with air cor e and P V C j a eke t.
F. 24 fiber optic cable with PVC sub unit and outer jacket.
7. Firestop System The firestop system shall consist of the following:
A. Fill, Void or Cavity Material* Fire blocks installed with long
dimension passed through the opening extending min 1-1/2 in.
from each surface. Blocks to completely fill the entire opening.
HILTI CONSTRUCTION CHEl\1ICALS, DIV OF
HILTI INC -FS-Fire Block
B. Fill, Void or Cavity Material* Fill material to be forced into
interstices of cables and between cables and cable trays to max
extent possible on both surfaces of the penetration.
HILTI CONSTRUCTION CHEl\1ICALS, DIV OF
HILTI INC - FS-One Sealant
C. Wire Mesh (N of Shown) When the annular space exceeds 4-
1/2 in. to the periphery, a nom 2 in. sq wire fencing shall be used to
keep the fire blocks in place. The wire fencing is fabricated from
min No. 16 SWG (0.060 in.) galv steel wire. The wire is cut to fit
the contour of the penetrating item with a min 3 in. lap beyond the
periphery of the opening. Wire fencing secured to top surface of
floor and both surfaces of wall assembly by means of 1/4 in. diam
by 1 in. long concrete anchors and 1/4 in. by 1-1/2 in. diam fender
washers spaced max 8 in. OC.
*Bearing the UL Classification Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
@ MULTIPLE PENETRATIONS THRU CONC FL I
UL CAJ 8056 3-HR I
I
03540
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
---
CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
---
-_J
A -534
Rev #30 - November 13, 2006 History Set
XREFS:
lTLB
System No. C-AJ-0055
F Rating - 3 Hr
T Rating- 0 Hr
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'SECTION A-A
1. Floor or Wall Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight
(100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete
Blocks*. Max diam of opening is 4 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of
manufacturers.
2. MetaDic Sleeve Nom 4 in. diam (or smaller) Schdule 40 (or heavier) steel pipe cast or
grouted into floor or wall assembly, flush with floor or wall surfaces.
3. Fill, Void or Cavity Material * Fire block min 2 in. thick cut to a diam 1/2 in. larger
than the opening, flush with bottom surface of floor or with both surfaces of wall.
HIL TI CONSTRUCTION CHEMICALS, DIY OF
HIL TI INC - FS-Fire Block
*Bearing the UL Classification Marking
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NOTE: FOR USE WITHIN A WALL CAVITY ONLY
BLANK OPENING IN CONC FL
@
@
U L CAJ 0055
3-HR
2)
System No. F -A-0006
F Rating - 3 Hr
T Ratings - 2-1/2 and 3 Hr (See Item 2)
-A
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SF..L'TION A. A
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1. Floor Assembly Min 4-1/2 in. thick reinforced lightweight or normal weight (l00-150
pcf) concrete.
IA. Floor Assembly The fire rated unprotected concrete and steel floor assembly shall be
constructed of the materials and in the manner specified in the individual 0000 Series
designs in the UL Fire Resistance Directory and as summarized below:
A. Concrete Min 4-1/2 in thick reinforced lightweight or normal
weight (100-150 pcf) concrete.
B. Steel Floor and Fonn Units'" Composite or non-composite
max 3 in. deep galv steel fluted units as specified in the individual
Floor-Ceiling Design.
2. Firestop Device'" Cast in place firestop device permanently embedded during concrete
placement or grouted in concrete assembly in accordance with accompanying installation
instructions with a max 2 in. projection above the top surface of the concrete. When
CP618 Firestop Putty Stick is used with the CP 680-75/2.5" or CP 680-110/4"
devices are used, the hourly T Rating is 3 Hr. When the CP 680-160/6" device is
used, the hourly T Rating is 2-112 Hr. When mineral wool insulation is used within
the fll'estop devices, the hourly T Rating is 0 Hr.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - CP 680-75/2.5", CP 680-110/4", CP 680-160/6"
3. Fill, Void or Ca,ity Material'" - Putty Min 1 in.thickness offill material applied
within annulus flush with top surface of device.
HIL TI CONSTRUCTION CHEMICALS, DIV OF
HIL TI INC - CP 618 Firestop Putty Stick
3A. Packing Material C~ot Shown) As an alternate to item 3, min 4 in. thickness ofmin
4 pcf mineral wool insulation firmly packed to the fullest extent possible within annulus
flush with top surface of device.
*Bearing the UL Classification Mark
BLANK OPENING IN CONe FL W / SLEEVE
@
UL FA 0006
3-HR
Keyplan
l
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYIlIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OFTHE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UM/TED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
System No. W -L-2088
F Ratings - 1 and 2 fir (See Item 1)
T Ratings - 0,1 and 2 Hr (See Item
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SECTION A-A
1. Wall Assembly - The 1 or 2 hr fire rated gypsum wallboard/stud wall assembly shall
be constructed of the materials and in the manner specified in the individual U300 or
U 400 Series Wall and Partition Designs in the UL Fire Resistanoe Directory and shall
include the following construction features:
A. Studs - Wall framing may consist of either wood studs or
steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 x
102 mm) lum ber spaced 16 in. (406 m m) 0 e. Steel studs to be m in
3-112 in. (89 mm) wide and spaced max 24 in. (610 mm) ae.
B. Gypsum Board" - Thickness, type, num ber of layers and
fasteners as required in the individual Wall and Partition Design.
D iam of opening shall be 7/8 in. (22 m m) larger than the outside
diam of nonmetallic pipe or conduit (Item 2).
The hourly F Rating of the firestop system is equal to the
hourly fire rating of the wall assem bly in which it is installed.
2. Through Penetrants - One nonmetallic pipe or conduit to be installed either
concentrically or eccentrically within the firestop system. The annular space for nom 1-
1/4 m. (32 mm) dlam and smaller between the pipe or conduit and penphery of opening
shall be min 0 in. (0 mm) (point contact) to max 7/8 in (22 mm). The annular space for
pipe or conduit greater than nom 1-1/4 in. (32 mm) diam between the pipe or conduit and
periphery of opening shall be min 1/2 in. (13 mm) to max 1 in. (25 mm) Pipe or conduit
to be rigidly supported on both sides of wall assem bly. The following types and sIzes of
nonmetallic pipes or conduits may be used
A, Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam
(or smaller) Schedule 40 solid core or cellular cote PVC pipe for
use in closed (process or supply) or vented (drain, waste or vent)
piping system.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in.
(51 mm) diam (or smaller) SDR17 CPVC pipe for use in closed
(process or supply) or vented (drain, waste or vent) piping systems.
C. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 mm) diam
(or sm aller) Schedule 40 solid core rvc pipe for use in closed
(process or supply) piping system.
D. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in.
(76 mill) diam (or sm aller) SDR 17 CP V C pipe for use in closed
(process or supply) piping system s.
E. Rigid Nonmetallic Conduit++ - Nom 3 in, (76 mm) diam (or
sm aller) Schedule 40 rve conduit installed in accordance with
Article 347 of the National Electrical Code (NFPA No 70).
F Electrical Nonmetallic Tubing (ENT)++ - Nom 1 in (25
mm) diam (or smaller) ENT formed of PVC, installed in
accordance with Article 331 of the National Electrical Code
(N F PAN o. 7 0).
See Rigid Nonmetallic Conduit (DZKT) and Electrical
Nonmetallic Tubing (FKHU) in UL Construction Materials
Directory for nam es of manufacturers.
G. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom. 2 in.
(51 mm) diam (or smaller) Schedule 40 solid core or cellular core
ABS pipe for use in closed (process or supply) or vented (drain,
waste or vent) piping systems,
The hourly T Rating is dependent on the hourly rating of the
wall assembly, the pipe or conduit size and whether the pipe is
intended for use as a closed or vented system, as shown in the
following table.
Nom Pipe Wall Assembly Closed (c) or T Rating
Dlam In. Rating H r Vented (v) Hr
1/2 to 3 (1 3 to 76 m m ) 1 c 1
112 to 1 -1 /4 (13 to 32m m) 1 v 1
1/2 to 1-1/4 (13 to 32 mm) " c 2
"-
1/2 to 1-114 (13 to 32 mm) 2 v 1
2(51 mm) 1 v 0
2 (51 mm) 2 v 0
3. Fill, Void Dr Cavity Materials" - Caulk Dr Putty - M in thickness of 5/8 in. (16
m m) and 1-114 in. (32 m m) of caulk or putty for 1 and 2 hr rated wall ass em blies,
respectively, applied within annulus between pipe or conduit and periphery of the
opening, flush with both surfaces of w all assem bly. A t the point contact location between
pipe or conduit and gypsum wallboard, a m In 1/2 in. (13 m m) diam bead of caulk or putty
shall be applied at the pipe or conduit/wallboard interface on both surfaces of wall
assem bly.
3M COMPANY - CP 25WB+,MPS-2+ orlC 15WB
++Bearing the UL Listing Mark.
.. Bearing th e U L C las sific ation Mark
NON-METAL PIPES THRU GYPSUM WALL
UL WL 2088
1-HR OR 2-HR
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I PROJECT NO. 03540 . I
@
System No. W -L-1296
F Ratings - 1 & 2 Hr (See Item 1)
T Ratin gs - 0 & 1/4 Hr (See Item 1)
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~-'A
Section A-A
1. Wall Assem bly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be
constructed of the materials and in the manner described in the individual U300 or U 400
Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the
following construction features:
A. Studs - Wall framing may consist of either wood studs or
steel channel studs, Wood studs to consist of nom 2 by 4 in. (51 by
102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min
3-1/2 in. (89 mm) wide spaced max 24 in, (610 mm) OC.
B. Gypsum Board "- - The gypsum board type, thickness,
number of layers, fastener type and sheet orientation shall be as
specified in the individual U300 or U 400 Series Design in the UL
Fire Resistance Directory. Max diam of opening is 10-5/8 in. (270
mm).
The hourly F Rating of the firestop system is equal to the hourly fire rating of the
wall assembly in which it is installed. The hourly T Rating is 0 and 1/4 Hr for 1 and
2 Hr rated assem blies, respectively.
2. Through-Penetrants - One metallic pipe, conduit, tubing or flexible metal pipe
installed concentrically or eccentrically within opening. Annular space between penetrant
and periphery of opening to be min 0 in. (0 mm) (point contact) to max 2 in. (51 mm).
Penetrant to be rigidly supported on both sides of wall. The following types and sizes of
penetrant'! may be used:
A. Steel Pipe - Nom 8 in. (203 mm) diam (or smaller) Schedule
5 (or heavier) steel pipe.
B. Iron Pipe - Nom 8 in. (203 mm) diam (or smaller) cast or
ductile iron pipe.
C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel
electrical metallic tubing (EMT) or nom 6 in. (152 mm) rigid steel
conduit.
D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller)
Type L (or heavier) copper tubing.
E. Copper Pipe - Nom 4 in, (102 mm) diam (or smaller) Regular
(or heavier) copper pipe.
F. Through Penetrating Product"-Flexible Metal Piping - The
following types of steel flexible metal gas piping may be used:
1.) Nom 2 in. (51 mm) diam (or smaller) steel
flexible metal gas piping. Plastic covering on piping
mayor may not be removed on both sides offloor
or wall assembly.
OMEGA FLEX INC
2.) Nom 1 in. (25 mm) diam (or smaller) steel
flexible metal gas piping. Plastic covering on piping
mayor may not be removed on both sides of floor
or wall assembly.
TITEFLEX CORP
A BUNDY CO
3.) Nom 1 in. (25 mm) diam (or smaller) steel
flexible metal gas piping. Plastic covering on piping
mayor may not be removed on both sides of floor
or wall assembly.
WARD MFG INC
3. Fill, Void or Cavity Material" - Caulk - Min 5/8 in. (16 mm) thickness of caulk
applied within annulus, flush with both surfaces of wall. Min 1/4 in, (6 mm) diam bead of
caulk applied to gypsum board/penetrant interface at point contact location on both sides
of wall.
3M COMPANY --- Ie 15WB or CP 25WB+
*Bearing the UL Classification Mark
METAL PIPES THRU GYPSUM WALL
UL WL 1296
1-HR OR 2-HR
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BPRC Submitol:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
---
A-535
J
Rev #30 - November 13, 2006 History Set
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Keyplan
System No. F -A-2008
F Rating - 2 Dr
FT Rating - 0 Dr
FD Rating - 0 Dr
FTD Rating - 0 Dr
L Rating at Ambient -Less Than 1 CFM/sq ft
L Rating at 4000 F - 3 CFMlsq ft
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System tested with a pressure differential of2.5 Pa between the exposed and the unexposed surfaces
with the higher pressure on the exposed side.
1. Floor Assembly - Min 4-112 in. thick reinforced lightweight or normal weight (100-
150 pcf) concrete.
2. Nonmetallic Sleeve - Cone-shaped polyvinyl chloride (PVC) sleeve cast into floor.
The max inside diam of sleeve on bottom surface of floor is 4-1/2 in. The max inside
diam of sleeve on top surface of floor is 3-5/8 in. The sleeve mayor may not be removed
prior to the installation of through penetrant and fires top system.
3. Through Penetrants - One nonmetallic pipe or conduit installed within the firestop
system. The annular space between the penetrant and sleeve or periphery of opening shall
be min 1/16 in. to max 1/2 in. Pipe or conduit to be rigidly supported on both sides of
floor assembly. The following types and sizes of nonmetallic pipes or conduits may be
used:
A. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. diam (or
smaller) schedule 40 solid core PVC pipe.
B. Rigid Nonmetallic Conduit (RNC)+ - Nom 3 in. diam (or
smaller) schedule 40 PVC conduit installed in accordance with
Article 347 of the National Electrical Code (NFPA No. 70).
4. Firestop System - The details of the firestop system shall be as follows:
A. Packing Material- ~in 2-112 in. thickness of min 4 pcf
mineral wool batt insulation firmly packed into opening as a
permanent form. Packing material to be recessed from top surface
of floor to accommodate the required thickness of fill material.
B, Fill, Void or Cavity Materials*-Sealant - Min 2 in. thickness
of sealant applied within the annulus, flush with top surface of
floor.
NUCO INC - Self Seal GG-266
*Bearing the UL Classification Mark
+ -Bearing the CL Listing Mark
NOTE: FOR USE WITHIN A WALL CAVITY ONLY
PVC PIPE THRU CONCRETE FLOOR
@
UL CAJ 2008 2-HR
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A. Suite 1 08 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
C'.lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTlON ACT OF
1990 THE PROTECTION INCLUDES BUT'S NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
I '. i .' . . ..... ,. .'. ~_~.. '. ,. , ". .
I . System No. C..AJ..2039.' .'
F R ' .' 2' ""'d' ~3-' H '( "S.~-'It 3) " ,
, .,atin9s-:aIl1r~...ee.. ~m. .., .'.' .......
. .. ..T Ratinl1s-1and1;~1/. ,2 . Hr (Seeltem3)" .'. .......... : ..'
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I 1~ :::a~;::~~ t:g~~~~~Y+Mltr4~lj~~~o~~~km~~~~~~~i~r~;~~~~~
.' Qr no~al ~lght (10 te wallS;' ...... .be
.......2b"$ttU_d;tl:f~::.hyUl Classifi .." . locks~ w... ..... ..~~, .1".9
(Ite.rn~Alisu~~.d . a.lCld)S9tt?~~d'lnto w;lll usmg.l1'OrtaT .... ........ raube
cementt6roughout wall $. .. ... ....... ......... .........
. i:e ... ....i. ...rete .!t~~': ..urets ... ca~fty. ~p. ~he Fir...Re$ista~.. .~ceDire~tory
2. FireJoa.Mce:'~Cor~H~~'4:0u~~ng'~-N~o'm 8!n::~9h; ......... ..... .... ......~
~;eve~~ ~~~~;~~:~~t~:~~n~lj~: ~~e~~;ift::~~: ~
Devi~INtalled in accordance with accompany: rl'J instattatiOn .. tions.
ProSet~Sv$t~ms, Inc.;::'-Part Nos. P2$ 5 58 through P6S '-~;-'
2A. Firestap Oevice*-Coupling-(Not $hown)---As an alternate to the
coted.hol~ coupling (Item 2), a cast in place pve coupling sized to
acc~mmodate nom 2, 3,4 or 6 in. diam pipe with height equal to oV~faLl
. thkknes~-of concret~ fl~or m~y ~e ~sed. oeyice fn$~Ued tn accord4nce
with the accompanymg lnstaUation lIlstructions. .
ProSet Systems, li1t.~Part NO:5..:. P25458 through P65458 or
P25458A throughP6S4S8A. . .
28. fite$toP Device*-Coupting Extensfon-(Not Shown), When thickness
-- ofconc~~t~ floor is less than 8 in., a nom 4 in. 'Or 6fn, higbPVC coupling
. extellsion shall be cemented into top of toiJpling(Item tor 2A).
..ProSe.t Systems, In(.--Part Nos. P25404 through. P65404
3. Through hnetrants-One. n~nmetallic ~i~e 01" ton~u~t to be centet:~
wi~~iJl ,~he firestop $ystf~m. Pipe or coOdUlt to be ngtdty supported o,!
I .. both . sid~of . floor or wall ..assembly. The. following tyl>es and sizes of
I. ... 1101Imetalbc pipes ~r'onduftsmay be use~: . . .. .
A.Polyvinyl.thtoride (rYe) Pipe-Nom 3 m. dlAm (orsmaUer) Schedule
. ...40 PVCpipe for use. if!~losed {prot~s$ prsupply) pipi~sy~telll: A
. ....ni)f!l:tmnularspa<:e 'Of 1/4 to 13/'6 In. is reqlJl~ be~l)~the pipe
. . and the coupbng.~ ..... .. ..... ....... ....... .
. ....>. ....B~~~_~~~;'~tJ~~t;r:~: (~~~n~:~~~~~:~:=~.
..... . .(~l'ain.~a$teor ~ntYpiping.sY$Wl!l.A 119l1lannu~rwceof l!4 to
" ':53/4 iniSR!!quired betw-.thel>if;1ear)d. the cQupling. ...........
... . .c> .... ..'n".ttit.c~ndtJ"~~9m 3 i".4i.m.(9ttlll.iler)Sdbedu... 40
. ..... ...PVf~dbit l"_Ued .iti..ee~~W::i;th A~~i4i-of. the
. ..~,:_:;~~~~~t(~J:~ '~r:J~~;~R:~~~~:~Ttt:9~V4to
. ......... .... . .... ......".-.:ttPVC_rPf~Nnnt_3h~d; (
D~..~m~~S . . . . ..~:~~~~lti~(~...........i. .~:tot... .t1....~r~i~i:;
.. . ..~~::~~::.~~=:~!space 9f 1/4 ti?136in: isreq ..~etwe!3ii
E"'C ~'''h-t I Jil,_, "'d.i:.t'~~~:J)l"C' h"'l... ..td" I(I"OU'C~)' lIU ." ",\ ,i.1<1 ", '1 1/"" ..t."
. ; .... .Il~...."v"..,"y ....Ofl...~ \,-,,":-jnpe-nom ..~4ln. \4lam
(Qt sm~tl~rr$J)R17CPVCpipe for use in dosed (pro~es$ qrStJ(tply) or
.. .. v~nt~d(drail1, w~$te or. vent) . piping system. .A l'lornannular$pac~ . of
'F. .~~t~:/~:.:~i=::;~G~~~P=:.~~:~ .~o~:li:i~:~(or
I,. ~~~)9ta~tPj~fOfU~~jntI.dJEd(pR)~e$S or. $upply) Of vented
. . (_oJ~~ or~nt) l)ipmg sys~m.^~om annular$pace ofS/n to
. . 1';Vt6ifl~iste4uil'ed'b~l1thepi,eand the (OUplin9" ,
SchOtt .~. S,...s toe... .. .. ... .
.. T~t;~rty 'F~ridT Ratings .6f. th~firestop device are d~pendent upon
the type an~ $iteJ~f t~epen,tratin.gitefl,1' the.type of
(dosed Or v~f1ted), the deVlce onent~tion {floor or wa e
thickness of theftoor ot wall assembly. as shown in the following:
. table: . _.. T
Pipe Max Pipe Piping Mill floOJ' ..-1.- T.
II Ortentation tYPe . . tKam; System '-or wan . R.ttng. RatUlg,
(il. "(Ii) tn.,~ - (c) Thkn" Ill. .. JoIr - Itr
f I've, CPV('~ C 4~1/2... 2 1-1/2
W PVt, 3 ( .-~.. . .~ 1-1/2
L . Pve,. . H/2 l;, V 4-1/~., ...2 '1;
I WPVC; CPVC. 1-1/2 . t., v $ .' Z.. 1
f.. . ... ..pVt. tPVC. 1(, V 4-,;1/1,. ...... ......~ . .... ~.1/2 ,
W. . ... .PVC,CPVC... ..1..... (,v........ .......8............3... ..1-1/2
F ....... G 4. C,.V ..';,1/2}'..... Q
W . ... G 4 (, V ...8 . ....... .....3..... ... {l
I..r(a~"') W..;wallF~f1.oor. . ....'. ..... - ... .. ........ .. ....
Il"'!~,~ .. ..~., ,,;.:' .......A'.... . . ... .. ..
(b) t~c-::~;l~~:~ondult ...... ...' .... ..... ... .......... ...... ...... .. .
G '" Glass pipe.' .. . . ..:. .' .. ... ,
(c) (.. Closed (supply or processp-ip~$); V.. Vented, (drain, waste, vent
I piping sY$tems). . , . .. _ - .
4. Firestop Dtvice*-h~king Material-Ceramic fiber pa-cldng material
firmly packed into annolusbetweenPi~~.... cr(onduit and coupling.
Packing material to be installed throughQut entir&. height of coupling
... (and coupling ene-nsien, if~sed) except fur the rece$sd~pth required t~
... accommodate the elastomenc plugs (Item $)... . . .
ProSet Syst.ml, InC.-Part N~. F10450 .. .'. . . . ..
5. firestop l>e\iice*-P\ug-Elastomericplug sized. to fit coupbng ~nd
pipe or conduit. Plug seated io coupling on .both sid~$of floor or wall
. assembly. ,Plug sited to accommodate nom 4 in, dian'tgl~$$.pipt t~.b.e
additionalLy secured with stainless steel band damp$lJpphed V'llth plug-
I ProSd5ystems, ln~.-Part Nos;2!1034 th~ugh 40300-P or
. "'60400" '.~, ',' ,,',' ,
I. Ln. ,.
"Bearing tf1 e tit Cla$sifitatioilMarking .. . ... . . . . . ..... . ..... .... .
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NOTE: FOR USE WITHIN A WALL CAVITY ONLY
SLEEVE THRU CONCRETE FLOOR
U L CAJ 2039
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PROJECT NO. 03540
'loo-~~~-~~r~~~~
......tE,S E . ERENl'l)\( ~.. 50 Pa(Q~2O"OF WATER) MINIMUM ·
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,.. ....... ...... .... ...... .... ... ...... .... .. .. .
I .. .. .. - . . .. .. . . .,. ... .. ....... ...... ... .. .:~. .. . . .
I 1. FlOOr: Minimum4--1/'Z' tbICk"OrwaJ~ensity90norete slab or (Floor only)
. 7-1fZ. thick. holloweo...preca~ooncrete unit$. . .. '.', ... .' .
.W8fj: ~i!:,froum'6~..th.~..cJa~ified.l?lpckor ..no"",fld~ity concrete. ... ... ... ...
2",..Ptir\.,.MI"".,",,,a-,.t,"eria,i~,..,$.PinASu, ,'.'Phi\rt; M, aximum4,~.d,.. iarn,.,eter,r'\Ii,'ented or . ......
.:L1'~").. .. ... ~... .,.... . . .
Unvented ABS~solidofcelkXH'. PVC. orF~ RR. Riserpi~ can be . .. ..
~~P.rt~l>Y ,S()lv$nte~ting or byusil1g aPro$etri$er Clamp ....
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WARNOCK HERSEY PS/PHV 180-03 3-HR
03540
---"~_."
CONSTRUCTION DOCUMENTS
PENETRATION DETAILS
I---
A-536
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
.., I
Rev #30 - November 13, 2006 History Set
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SECTION- PANTRY CUPBOARD
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1-1/2" = 1'-0"
I
I Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
Cl:lOO3 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORI(" UNDER SECTION 1 02 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTfCT10N INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
SECTION
1-1/2" = 1'-0"
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V" f0'~
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6/'~Y~~1
l' PROJECT NO. 03540 I
03540
BPRC Submital:
Date Plotted: November 10. 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
_..~.
CONSTRUCTION DOCUMENTS
--
-.-
A-541
L_
~
Rev #30 - November 13. 2006 History Set
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAI785
5365 E Cty Hwy 3D-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
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LATEST REVISION DATE
WALTON H. CHANCEY & ASSOCIATES
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A. Suite 108 Seagrave Beach. FL 32459
Phone 85(}231-2057 Fax 850-231-3553
02003 THESE PLANS ARE COPYRIGHTI'D AND ARE SUBJECT TO COPYRIGHT PROTl'CTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDS)
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
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ARCHITECTS P A
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BPRC Submital:
Date Plotted: November 17, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
I & Rev #30 - November 13. 2006 History Set
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
-~-_._----_._---,-------
o 2llO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORt(" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIG~ PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL fORM AS WELL AS THE
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PROJECT NO. 03540
03540
CONSTRUCTION DOCUMENTS
A-544
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BPRC Submital:
Date Plotted: November 17, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
I ~ Rev #30 - November 13. 2006 History Set
03540
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Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~e&idell<:,,:
" ~$
~'i;l;'t ?.
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A. Suite 108 Sea grove Beach. FL 32459
Phone 850-231--2057 Fax 850-231-3553
~L~tQ/:Jt!'d {{j7!,:U~?~
A-545
I
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O:lllO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTlON AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PR01ECT1ON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT liMITED TO THE OVERALL FORM AS WEU. AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
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Date Plotted: November 17, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
~ Rev #30 - November 13, 2006 History Set
03540
__.___.,._____.___________ __ _ .._ ____..____._~~_....,_________.__.._..____w,________. ___. .---..-...~---..--.------ --,-.----.--...-~-----~--.
Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~e9idell~
fII ~"
~ ~
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
A-546
n_J
PROJECT NO. 03540
o 2llO3 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHiTECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER, 19'10 AND KNOWN AS ARCHITECTURAL WOR~S COPYRIGHT PR01ECTlON ACT OF
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_ ____,__ ._._____"___~____________.__.._..__.__.__m~_._._________.____..0."'._______
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E ety Hwy 30-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
C> 2llO3 THESE PLANS ARE COPYRlGtfTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WOR~ UNDER SECTION 102 OF THE COPYRIGtfT ACT. 17USQ. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGtfT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUllS NOT LIMITED TO THE OVERALL FORM AS WEll AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF Tl-IE DESIGN.
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BPRC Submital:
f---- --
Date Plotted: November 17, 2006
. -
Date Issued: January 10. 2005
LATEST REVISION DATE
I ~ Rev #30 - November 13, 2006 History Set
A-54?
03540
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CONSTRUCTION DOCUMENTS
L~007?*d ~~a;?~
PROJECT NO. 03540
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I M 1 16 I CROWN MOULDING M 15 I PLlN1H BLOCK M 1 4 I ROSETTE MOULDING M 1 3 1 ROSETTE MOULDING
SSI-3455 3/4" x 1-11/16" SSI-1501* 3/4" x 2-5/8" ROSE -1 E 3" x 3" x r ROSE-2 5" x 5" x 1"
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ORNAMENTAL MOULDINGS NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: ST AIN GRADE FINISH CLUBHOUSE NOTE: STAIN GRADE FINISH CLUBHOUSE NOTE: STAIN GRADE FINISH CLUBHOUSE
ACANTHUS LEAF
PATTERN # CA-1
DIMENSIONS:
M 18 13 9/16" (D) x 3 9/16" (W) x 12 11/16" (L) M 12 1 CROWN MOULDING M 1 1 1 CROWN MOULDING M 1 0 1 FLUTED MOULDING M 9 I FLUTED MOULDING
(90 MM) (D) x (90 MM) (W) x (322 MM) (L)
STOCK MATERIAL: Beech SSI-444 11/16" x 3-1/2" SSI-436* 1-1/8" x 8-7/8" SSI-1509 3/4" x 6" SSI-1502* 3/4" x 3-1/2"
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1 7 1 KEYSTONE W/EMBOSSED WOOD APPLIQUE
#604 SUPERIOR MOULDING
NOTE: STAIN GRADE FINISH CLUBHOUSE
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1 OGEE - BULLNOSE EDGE PROFILE
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SSI- 250* 3/4" x 3-1/2"
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BPRC Submital:
Date Plotted: November 17, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
~-
~ Rev #30 - November 13, 2006 History Set
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
"9--esid e^'l~
. ~~
~ ~
03540
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3O-A. Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
(;pA"b . 6/51
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C:lOO3 THESE ~LANS ARE CO~YRIGHTED AND ARE SUBJECT TO CO~'(I!IGHT ~1!01ECTlON AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE CO~YRIGHI ACT. 17USQ. AS AMENDEO
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS CO~YRIGHT ~R01ECT10N ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM />$ WEll />$ THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF lHE DESIGN.
PROJECT NO. 03540
XREFS:
A_FP3
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A_FP-PEN
A_FP-Symb
A Floor Finlsh2
A_Floor Finish3
S_Col.2
S_Col-3-6
SPECIFICATION KEY IT 15 I
# FINISH MANUFACTURER STYLE # COLOR # SIZE ' LOCATION
CPT -1 CARPET MASLAND I BAGETELLE CAFE SERIES #534-HONEY BEDROOMS & LIVING ROOM
T-1 TILE GULF TILE #VL01 MACADAMIA 18 X 18 ENTRY/HALLWAY /POWDER/KITCHEN
---
T-2 ' TILE GULF TILE #CC113-3301 MULTI-MIXED COLORS 1 X 13 ENTRY ACCENT BORDER
-~
T-2A GRANITE DOT INSERT : DAL TILE I #CN35 3 X 3 KITCHEN FLOOR ACCENT TILE
- I
T-3 STONE GULF TILE : #COL COLISEUM 18 X 18 MASTER BATH FLOOR
T-4 WALL TILE GULF TILE #ACC CASTEL GANDOLFO __ 10 5/8" X 13 1/2" I MASTER BATH WALL TILE
T-4A BULLNOSE TRIM GULF TILE #ACC CASTEL GANDOLFO 1/2" X 12" i MASTER BATH WALL TILE EDGE DETAIL
T-5 DECORATIVE BORDER GULF TILE #IM 211AM MULTI MIXED COLOR 1 3/8" X 1 3/8" MASTER BATHROOM ACCENT TILE
-
T-6 TILE -SHOWER FLOOR DAL TI LE #SG11 STONE GLEN 2" X 2" SHOWER FLOOR TILE
T-7 FLOOR TILE GULF TILE I #3417 CHIARELLI PIAZZA NOCE 13" X 13" STANDARD BATHROOM FLOOR ]LE
~-
T-8 ',WALL TILE GULF TILE #2511 CHIARELLI PIAZZA NOCE 8" X 10" STANDARD BATHROOM WALL TILE
-
T-9 FLOOR TILE GULF TILE #MR21 SANDSWEPT 3" X 3" STANDARD BATHROOM FLOOR TILE
f--------- -.
T-9 FLOOR TILE GULF TILE #MR21 SANDSWEPT 3" X 3" STANDARD BATHROOM SHOWER FLOOR TILE
T-10 BORDER TILE DAL TI LE i #ST52 BAJA CREAM & CORAL 2" X 2" STANDARD BATHROOM DECORATIVE BORDER
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T-60 FLOOR TILE GULF TILE VARIES GOLD LAND VARIES PUBLIC AREAS
T-61 FLOOR TILE ! GULF TILE #703082 GOLD LAND 18" X 18" PUBLIC AREAS
T-62 FLOOR TILE I GULF TILE #702365 -- GOLDLAND 12" X 12" PUBLIC AREAS
T-63 FLOOR TILE GULF TILE i #702372 GOLDLAND 6" X 12" PUBLIC AREAS
--~_.
T-64 FLOOR TILE GULF TILE #702371 GOLDLAND 6" X 6" PUBLIC AREAS
T-65 FLOOR TILE GULF TILE #702358 DARKLAND 12" X 12" PUBLIC AREAS
T-66 FLOOR TILE GULF TILE
T-67 , FLOOR TILE GULF TILE ,
NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION.
FLOOR FINISH LEGEND
[!]I]
MASTER BATH SHOWER TILE
1 T 13 I
MASTER BATHROOM FLOOR
ICPTI1
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STANDARD BATH DECORATIVE BORDER TILE
BEDROOM/LIVING RM
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
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LATEST REVISION DATE
I Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UI'lDER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDS)
DECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTJON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
SECOND FLOOR
PROJECT NO. 03540 J
03540
---
CONSTRUCTION DOCUMENTS
A-701
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A_ U nits-3
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T-1 TILE MACADAMIA 118 X 18 ENTRY/HALLWAY /POWDER/KITCHEN
-- GULF TILE I #CC113-3301
T-2 TILE MULTI-MIXED COLORS ~ 13 ENTRY ACCENT BORDER
T-2A GRANITE DOT INSERT DAL TILE I #CN35 13 X 3 KITCHEN FLOOR ACCENT TILE
118 X 18 --
T-3 STONE GULF TILE , #COL COLISEUM MASTER BATH FLOOR
T-4 WALL TILE GULF TILE I #ACC CASTEL GANDOLFO 10 5/8" X 13 1/2" MASTER BATH WALL TILE
T-4A BULLNOSE TRIM GULF TILE . #ACC CASTEL GANDOlfO ! 1/2" X '~3LB"..i MASTER B.\T\j WALL TILE EDGE DETAIL
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T-5 DECORATIVE BORDER GULF TILE MULTI MIXED COLOR 11 3/8" X 1 3/8" MASTER BATHROOM ACCENT TILE
T-6 TILE -SHOWER FLOOR DAL TILE J #SG11 STONE GLEN ~ 2" X 2" - SHOWER FLOOR TILE
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~~R TILE GULF TILE I #703082 GOLD lAND _118" X 18" PUBLIC AREAS
T -62 I FLOOR TILE GULF TILE I #702365 GOLD lAND 112" X 12" PUBLIC AREAS
T-63 FLOOR TILE GULF TILE I #702372 GOLD lAND 6" X 12" PUBLIC AREAS
I #702371 .--
T-64 FLOOR TILE GULF TILE GOLDlAND 6" X 6" PUBLIC AREAS
T-65 FLOOR TILE GULF TILE I #702358 DARKlAND 12" X 12" PUBLIC AREAS
T-66 FLOOR TILE GULF TILE 1 r
T-671 FLOOR TILE I GULF TILEI~ -
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WALTON H. CHANCEY & ASSOCIATES
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03540
BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
.--
CONSTRUCTION DOCUMENTS
.dc._cide...
v-~'" ''''';It);
~ .. .... .~$t
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
A-702
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
OECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
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03540
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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C 2CI03 THESE PLANS ARE COPYRIGHlEO AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
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1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPOsmON OF SPACES AND ElEMENTS OF THE DESIGN.
CONSTRUCTION DOCUMENTS
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10,2005
LATEST REVISION DATE
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
~,'1,','! e$ideq
v p~
e- t:tl
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
#~-- ,," <<5~---'. '.,-)
jJ't~tt<.~,;te<J' ~:,:~~6~.<W
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C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
I m THE PROTECTION INCLUDes BUT IS NOT UMlTED TO THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
Rev #30 - November 13, 2006 History Set
.J
03540
.-
CONSTRUCTION DOCUMENTS
----.. ----~ -,-_.-
A-704
XREFS:
A_FP3
A_Units-2
A_Units-3
lTLB
^-FP2
A_FP-PEN
A_FP-Symb
A_Floor Finlsh2
A_Floor Finish3
S_CoI-2
S_Col-3-6
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# FINISH MANUFACTURER STYLE # COLOR # SIZE LOCATION
~CPl= 1 fARPET MAS LAND I BAGETELLE CAFE SERIES #534-HONEY BEDROOMS & LIVING ROOM
'.k~ TILE
T -1 ---+-!ILE I #VL01 MACADAMIA 18 X 18 ENTRY/HALLWAY /POWDER/KITCHEN
I #CC113-3301 11 X 13 --
T-2 TILE GULF TILE MULTI-MIXED COLORS ENTRY ACCENT BORDER
T-2A GRANITE DOT INSERT DAL TI LE II #CN35 3 X 3 KITCHEN FLOOR ACCENT TILE
I
T-3 STONE GULF TILE i #COL COLISEUM 118 X 18 MASTER BATH FLOOR
T-4 ,WALL TILE GULF TILE #ACC CASTEL GANDOLFO 10 5/8" X 13 1/2" MASTER BATH WALL TILE
T-4A BULLNOSE TRIM GULF TILE j #ACC CASTEL GANDOLFO 1/2" X 12" MASTER BATH WALL TILE EDGE DETAIL
T-5 DECORATIVE BORDER GULF TILE J #IM 211AM MULTI MIXED COLOR 1 3/8" X 1 3/8" MASTER BATHROOM ACCENT TILE
1::6._'1 TILE-SHOWER flOOR 0Al TILE I #SG11 STONE GLEN ~2" SHOWER FLOOR TILE
I #3417 CHIARELLI PIAZZA NOCE STANDARD BATHROOM FLOOR TILE
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T -7 j flOOR TILE GULF TILE I #2511 CHIARELLI PIAZZA NOCE 8" X 10" STANDARD BATHROOM WALL TILE
H WAll TILE =t~~~ TILE
~R21 SANDSWEPT 3" X 3" STANDARD BATHROOM FLOOR TILE
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T -9 FLOOR TILE GULF TILE #MR21
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T-10 BORDER TILE DAL TILE BAJA CREAM & CORAL
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T-60 FLOOR TILE GULF TILE VARIES GOLD LAND VARIES PUBLIC AREAS
T-61 FLOOR TILE GULF TILE #703082 GOLDLAND 18" X 18" PUBLIC AREAS
1 FLOOR TILE I I #702365
T-62 ~ULF TILE GOLDLAND 12" X 12" PUBLIC AREAS
T-63 FLOOR TILE GULF TILE #702372 GOLD LAND 6" X 12" PUBLIC AREAS
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T-64 FLOOR TILE GULF TILE #702371 GOLDLAND 6" X 6" PUBLIC AREAS
1---. \12" X 12"
T-65 FLOOR TILE GULF TILE I #702358 DARKLAND PUBLIC AREAS
T-66 FLOOR TILE I GULF TILE I I i
T -67 JfLOOR TILE GULF TILE I I I L
I
NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION.
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14..11n~ c:-' ~
l ' PROJECT NO. 03540 . I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3G--A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fox 850-231-3553
C'l!OOO THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNOER SECTION 102 OF THE COPYRIGHT ACT, 17USO. AS AMENDED
OECEMBER, 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll fORM AS WEll AS THE
ARRANGEMENT ANO COMPosmON OF SPACES AND ElEMENTS Of THE DESIGN.
n,e@ide.ll
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I
\
BPRC Submital:
Dote Plotted: November 10, 2006
Dote Issued: January 10, 2005
LATEST REVISION DATE
--
~ Rev #30 - November 13. 2006 HiSto~~
03540
.---
CONSTRUCTION DOCUMENTS
--..
--
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02003 THESE PLANS ARE COPYRIGHTED AND ARE SUIlJECT TO COPYIlIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYIlIGHT ACT. 17USO. AS AMENDED
OECEMBER. 1990 ANO KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTEcnON ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT UMlTED TO THE OVERAll FORM AS WELL AS THE
ARRANGEMENT ANO COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN,
-l
I
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
A A A A A
B H
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AAI785
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T-60 FLOOR TILE GULF TILE VARIES GOLDLAND ~ VARIES PUBLIC AREAS
--
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Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
I
I Keyplan
I
WALTON H. CHANCEY 8. ASSOCIATES
ARCHITECTS P A
~epidellt:'< .
. . ~
. ~ t$l
S ,
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1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D--A, Suite 108 Seagrave Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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Rev #30 - November 13. 2006 History Set
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0'2003 THESE PLANS ARE COPYRIGHlED AND ARE SUIlJECT TO COPYRIGHT PROTECTION AS AND
"ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 ANO KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION Ii'lClUDES SUTlS NOT UMlTED TO THE OVERAll FORM AS WELL AS THE
ARRANGEMENT AND COMPOSmOi'l OF SPACES AND ELEMENTS OF THE DESIGN.
PROJECT NO. 03540
L
SECOND FLOOR
L.-
03540
--
CONSTRUCTION DOCUMENTS
--
A-707
XREFS:
A_FP3
A_Units-2
A_Units-3
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# FINISH MANUFACTURER STYLE # COLOR # SIZE i LOCATION
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T-6 ! TILE -SHOWER FLOOR DAL TILE #SG11 STONE GLEN 2" X 2" I SHOWER FLOOR TILE
T-7 : FLOOR TILE GULF TILE #3417 CHIARELLI PIAZZA NOCE 13" X 13" i STANDARD BATHROOM FLOOR TILE
--~._--~ --
T-8 ! WALL TILE GULF TILE #2511 CHIARELLI PIAZZA NOCE 8" X 10" I STANDARD BATHROOM WALL TILE
,
T-9 FLOOR TILE GULF TILE #MR21 SANDSWEPT 3" X 3" I STANDARD B(\THROOM FLOOR TILE
T-9 i FLOOR TILE GULF TILE #MR21 SANDSWEPT 3" X 3" I STANDARD BATHROOM SHOWER FLOOR TILE
T-10 i BORDER TILE DAL TILE #ST52 BAJA CREAM & CORAL 2" X 2" ~DARD BATHROOM DECORATIVE BORDER
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T-60 FLOOR TILE GULF TILE VARIES GOLDlAND VARIES I PUBLIC AREAS
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T-61 FLOOR TILE GULF TILE #703082 GOLDlAND 18" X 18" I PUBLIC AREAS
T-62 FLOOR TILE GULF TILE #702365 I ~OLDlAND 12" X 12" I PUBLIC AREAS
T-63 FLOOR TILE GULF TILE #702372 6" X 12" i PUBLIC AREAS
GOLDlAND ,
-
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T-65 FLOOR TILE GULF TILE #702358 DARKLAND 12" X 12" I PUBLIC AREAS
f------
T-66 FLOOR TILE GULF TILE I
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T-67 FLOOR TILE GULF TILE I
I
NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALlATION INSTRUCTIONS & FINISH INFORMATION.
FLOOR FINISH LEGEND
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Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
A A A A A
H
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3Q-A, Suite 108 Seagrave Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
B
C1'}J/- " ('f;~L5~
~n?Uf~"---l€e4'KJ ~::?'(;;(#$rto1ce~J6
.{~rY- I
THIRD-SIXTH FLOOR
C> 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJ ECT TO COPYRIGHT PROTECTION AS AND
-ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERAll FORM AS WELL AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ElEMENTS OF THE DESIGN.
Rev #30 - November 13, 2006 History Set
PROJECT NO. 03540
03540
---
CONSTRUCTION DOCUMENTS
t---.
A-70B
XREFS:
A_FP3
A_Units-2
A_Units-3
mB
^-FP2
^-FP-PEN
A_FP-Symb
A_Floor Flnish2
A_Floor Flnish3
S_Col-2
S__Col-3-6
SPECIFICATION KEY [ill]
# FINISH MANUFACTURER STYLE # COLOR # I SIZE I LOCATION
_~PT -1 II CARPET I~LAND BAGETELLE CAFE SERIES #534-HONEY BEDROOMS & LIVING ROOM
_ i
..2 -1_-1TILE GULF TILE #VL01 MACADAMIA 18 X 18 ENTRY/HALLWAY /POWDER/KITCHEN
H_.~ GULF TILE ! #CC113-3301 MULTI-MIXED COLORS 1 X 13 ~NTRY ACCENT BORDER
J=2A GRANITE DOT INSERT . DAL TILE i #CN35 3 X 3
KITCHEN FLOOR ACCENT TILE
T-3 STONE GULF TILE I, #COL COLISEUM 18 X 18 MASTER BATH FLOOR
T-4 WALL TILE GULF TILE #ACC CASTEL GANDOLFO 10 5/8" X 13 1/2" MASTER BATH WALL TILE
T-4A BULLNOSE TRIM GULF TILE I ,
I #ACC CASTEL GANDOLFO 1lI2" X 12" MASTER BATH WALL TILE EDGE DETAIL
T-5 DECORATIVE BORDER GULF TILE r1AM MULTI MIXED COLOR 11 3/8" X 1 3/8" MASTER BATHROOM ACCENT TILE
T-6 TILE -SHOWER FLOOR DAL TI LE i #SG11 STONE GLEN 2" X 2" SHOWER FLOOR TILE
T-7 FLOOR TILE GULF TILE I #3417 CHIARELLI PIAZZA NOCE 13" X 13" I STANDARD BATHROOM FLOOR TILE
T-8 WALL TILE GULF TILE . #2511 CHIARELLI PIAZZA NOCE 8" X 10" ~D BATHROOM WALL TILE
1---. r #MR21
T-9 FLOOR TILE GULF TILE SANDSWEPT 3" X 3" STANDARD BATHROOM FLOOR TILE
T-9 FLOOR TILE ~TILE 1 #MR21 SANDSWEPT 3" X 3" STANDARD BATHROOM SHOWER FLOOR TILE
T-10 BORDER TILE . DAL TILE I #ST52 BAJA CREAM & CORAL 2" X 2" STANDARD BAlli ROOM DECORATIVE BORDER
I 1
T-60 1 FLOOR TILE GULF TILE VARIES . GOLD LAND I VARIES PUBLIC AREAS
T-61 FLOOR TILE GULF TILE I #703082 I GOLD LAND 18" X 18" PUBLIC AREAS
~12"
T-62 FLOOR TILE GULF TILE #702365 GOLD LAND ~ PUBLIC AREAS
T-63 FLOOR TILE GULF TILE I #702372 GOLD LAND 6" X 12" PUBLIC AREAS
T-64 FLOOR TILE GULF TILE I #702371 GOLD LAND 6" X 6" PUBLIC AREAS
e---
T-65 FLOOR TILE GULF TILE #702358 DARKLAND 12" X 12" PUBLIC AREAS
T-66 FLOOR TILE _I GULF TILE I
T-67 I FLOOR TILE I L
GULF TILE
NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION.
/ Y //: ,'.(
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FLOOR FINISH LEGEND
ICPTI1
.....,.,
T 10
STANDARD BATH DECORATIVE BORDER TILE
[ffiJ
MASTER BATH SHOWER TILE
BEDROOM/LIVING RM
IT 13 1
MASTER BATHROOM FLOOR
...... .......... .......... ..........t.........t......
..........................................................
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HOPSCOTCH TILE FOR EXTERIOR WALKWAY AND CLUBROOM
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BPRC Submital:
Date Plotted: November 10, 2006
Date Issued: January 10, 2005
LATEST REVISION DATE
--
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
CONSTRUCTION DOCUMENTS
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DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
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Phone 850-231-2057 Fox 850-231-3553
C B A A A A A
~
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PIlOTEcnON AS AND
"ARCHITECTURAl WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. \990 AND KNOWN AS ARCHITECTURAl WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDES BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE
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PROJECT NO. 03540 J
BPRC Submital:
Dote Plotted: November 10, 2006
Dote Issued: January 10, 2005
LATEST REVISION DATE
.~
Rev #30 - November 13, 2006 History Set
03540
-~~~ --.- .._.~
CONSTRUCTION DOCUMENTS
A-710
XREFS:
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T-65 FLOOR TILE GULF TILE #702358 DARKLAND 12" X 12" PUBLIC AREAS
T-66 I FLOOR TILE GULF TILE I
T-67 FLOOR TILE GULF TILE
NOTE: REFER TO INTERIORS FF&E BOOK TO VERIFY TILE AND PATTERNS SPECIFIED. SEE SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS & FINISH INFORMATION.
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WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
C 2003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PIlOTECTION AS AND
.ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF
1990 THE PROTECTION INCLUDes BUT IS NOT LIMITED TO THE OVERAll FORM AS Well AS THE
ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN.
B A A A A A
1860 Republica de Cuba Tampa, Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA 1785
5365 E Cty Hwy 30-A, Suite 108 Seagrove Beach, FL 32459
Phone 850-231-2057 Fax 850-231-3553
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BPRC Submital:
Dote Plotted: November 10, 2006
Dote Issued: January 10, 2005
LATEST REVISION DATE
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C~?fl>((~t::t.c€e,?tff~ !ft:.::?'a~"-":;eft
PROJECT NO. 03540
03540
.---
CONSTRUCTION DOCUMENTS
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A-71 1
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# FINISH MANUFACTURER STYLE # COLOR # I SIZE LOCATION
CPT-1 CARPET MASLAND BAGETELLE CAFE SERIES #534-HONEY BEDROOMS & LIVING ROOM
T-1 < ]LE f-GULF TILE #VL01 MACADAMIA 18 X 18 ENTRY/HALLWAY /POWDER/KITCHEN
T-2 TILE GULF TILE #CC113-3301 MULTI-MIXED COLORS ,1 X 13 ENTRY ACCENT BORDER
T-2A 'GRANITE DOT INSERT DAL TILE #CN35 3 X 3 KITCHEN FLOOR ACCENT TILE
T-3 STONE GULF TILE #COL COLISEUM 18 X 18 MASTER BATH FLOOR
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T-5 DECORATIVE BORDER GULF TILE #IM 211AM MULTI MIXED COLOR 11 3/8" X 1 3/8" MASTER BATHROOM ACCENT TILE
T-6 TILE-SHOWER FLOOR DAL TILE #SG11 STONE GLEN '2" X 2" SHOWER FLOOR TILE
T-7 FLOOR TILE < GULF TILE ' #3417 CHIARELLI PIAZZA NOCE 113" X 13" STANDARD BATHROOM FLOOR TILE
T-8 WALL TILE GULF TILE #2511 CHIARELLI . PIAZZA NOCE 8" X 10" STANDARD BATHROOM WALL TILE
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T-9 FLOOR TILE GULF TILE #MR21 SAN DSWEPT 3" X 3" STANDARD BATHROOM FLOOR TILE
T-9 ' FLOOR TILE GULF TILE #MR21 SANDSWEPT 3" X 3" STANDARD BATHROOM SHOWER FLOOR TILE
T-10 BORDER TILE =LlE #ST52 BAJA CREAM & CORAL 2" X 2" STANDARD BATHROOM DECORATIVE BORDER
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T-60 FLOOR TILE GULF TILE VARIES GOLDLAND VARIES PUBLIC AREAS
T-61 I FLOOR TILE GULF TILE #703082 GOLDLAND 18" X 18" PUBLIC AREAS
T-62 FLOOR TILE GULF TILE #702365 GOLDLAND 12" X 12" PUBLIC AREAS
T-63 FLOOR TILE GULF TILE #702372 GOLDLAND 6" X 12" PUBLIC AREAS
T-64 FLOOR TILE GULF TILE #702371 GOLDLAND 6" X 6" PUBLIC AREAS
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T-66 FLOOR TILE GULF TILE
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I Keyplan
WALTON H. CHANCEY & ASSOCIATES
ARCHITECTS P A
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1860 Republica de Cuba Tampa. Florida 33605
Phone 813-248-9258 Fax 813-247-3507 AA1785
5365 E Cty Hwy 3D-A. Suite 108 Seagrove Beach. FL 32459
Phone 850-231-2057 Fax 850-231-3553
A A A A A
SECOND FLOOR
02003 THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROlECTlON AS AND
"ARCHITECTURAL WORK" UNDER SEClION 102 OF THE COPYRIGHT ACT. 17USO. AS AMENDED
DECEMBER. 1990 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECT10" ACT OF
1990 THE PROTECTION I"CLUDES BUT IS "OT UMlTED 10 THE OVERALL FORM AS WELL AS THE
ARRANGEMENT AND COMPosmON OF SPACES AND ELEMENTS OF THE DESIGN.
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Date Plotted: November 10, 2006
Date Issued: January 10. 2005
LATEST REVISION DATE
L~;'~.'i~o(f~>'<rt.l ~~t:,~?1ffJ
PROJECT NO, 03540 _ m
I
J
Rev #30 - November 13. 2006 History Set
03540
-----
CONSTRUCTION DOCUMENTS
1--
--~._--
--
A-712