Beach Avenue 1951 A A
APR 2 4 2001
AVERAGE TERAIN ELEV OF BUILDING SITE 20.52 NGVD City V/- 6"
CITY OF ATLANTIC BEACH CODE 35.00' Of Atlantic Seactj 6" v v 12'-6" 12*-10" v v 6 4" v 8
MAXIMUM BUILDING HEIGHT 8uild-
55-52' NGVD Ing Dind Zonln$ 0" 4"-0" LANIDING @29'-9.75" NGVD
A-, R.D. /Z
CITY OF ATLANTIC A EROSION OUTFALL I /-B-2 R.D.
BEACH SETBACK CONTROL LINE
- - - - - - - - - - I
55.33' NGVD - - - - - - - -
COSTAL TOP OF PARAPET
7
Wp
CONSTRUCTION 8,p cmu
CONTROL LINE CMU B�
ROOF SHEARWALL
54.00' NGVD
(�B A ROLL UP
0.H.D
3 STORAGE UP 7
45.00' NGVD
3 RD FLOOR NwIll
BEACH RL-IR
AVENUE CONT Wp
INUOS
36.00' NGVD (D co a TO
NORTH CARPORT�' SLOPE TO UPI- I n-, OPEN BELOW
FLOOR I _3q CLOSET FLOOR
25.7' 15'-O"x2O'-O" DRAIN TO
2? 1 BELOW
INGVD `2`71 27.00' NGVD BEACH AVENUE. WATER HEATER IN'
OVERFLOW PAN
26.00' NGV
25 00' N�vf!� MAIL _j P Y 1 1-011 4'-6 S-O"
16.20' NGVD A BOX CIRCUI A 7 6(99"=54"
16.20' NGVD , , 1�� 0
BREAKER p
WAVE CREST _0 KEY 3'-O 'x RAILING 8" ABOVE
RA_VE_CRES_T_ B-4 8'j PANEL C)
PAD WP I z
-4"
rc U 6'-6' 3 CMU TO 2'
C=1
8 00' NGVD III I I I IL-1-Iiii I ITT VOW
MT1-I
(__A�Site Section 14 P_
PILING PILING PILING P 27.00' La
--E q-T-R -A POFCH
DRAIN
-10.00' NGVD -10.0 NGVD C) 0
SCALE 1" 20'
C EREE�EW
/-M.B. TO
3'
W11 SLOPI
2'-0" 2'-B"x To DRAIN
-5,
1<
6'-8
TO
Al
A-
GROUNDS4:� 12 8" CMt 2635'
CITY OF ATLANTIC LIGHTS-2 FAN EXH.-V A NOTE 1 C=
BEACH SETBACK TO BATH. 1
LOC. SEE f FLOOR EL. k 10 WE:_PS
COSTAL SITE PLAN CARPORT 2
EROSION CLG. 7.17' NGVD JTS.
CONSTRUCTION WIDE STUCCO
CONTROL LINE CONTROL LINE C. F. ON 2x4
VANITY
C) CONTINUOS
W.P. C,O. ON TWO STORY FRAME LOT 57, NORTH ATLANTIC� BEACH, UNIT No.2 I SLOPE TO P.T.
RESIDENCE #1957 PLOT BOOK 15, PAGE 5,7, DUVAL COUNTY, FL. C-q WOOD
POST 16" HIGH In DRAIN TO FRAME
(TYP 2 LOC.) SOUTH CARPORT BEACH AVENUE. no R 2'-0"x
j 16' 14' 12' 10, .4 1 j
24' 2 10' 15'-O"x2O'-0" CONTROL N�v 6'-
20'-0 CABANA
INSIDE DRq
LOT 58 FLOOR EL,
J '0 CLOSET 267 2
7 —F\
TO - ( 27.17' NGVD
26.0' 26.7' 1 73'-0, KEY
I _N FOYER I o
p LINE OF SEAWARD ac R"D.
I L L MOST CONSTRUCTION
Tm
HIIIIIIIIIII 0
R.D. /1'_81,19 4'-2' 4" ��STIJCCO FLUSH W/COL. FACE___�
\-27.
(DO,
OUTFALL 7r_/1—C /17-
20'-0" _8" 18'-6" 8'-0"
.11 A
.... .. ......
1. .. 11 / � 8"
LOT 57 E
25.8'
LLJ
Z) N I i 1 6"
z PROPTY. LINE NOTE 1 ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACHI MUST BE TINTED TO TRANSMITTANCE VALUE
20'- " - ' I L \ \ � I
-1 A C Ist Floor 27.00 NGVD APPRO'Vr,L)PLAN AS
C� 11 at (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS TROUGH THE U,1JE OF TINTED GLASS OR WINDOW FILM. STUCCO By
p-
AND C0AS'VALSvr,-r-x�,.-,,-S
APPROVED it-Opp EPT.C Know
26.2' 0 1 1 A LOT 56 It CITY, OF ATLANTIC BEAA��X SCALE 1/4" NOTE 2. PROVIDE DOWELS, OF SAME SIZE & SPACING IN GRADE BEAMS AS THE VERTICAL REINFORCEMENT IN WALLS AND 1/2,iA�FLORIDA DE
m 15UILDING OFFICE ONMENTALPROTUic',
COLUMNS.
R VE D CONSTRUCIT
3 3 1/2" 0
ON ANil)ANY 01,u,�-
25.3' AY 16 2001 w6riVITIES MUST COMPLY WITH AU
m
FER1%11T-CONS-TRUCTION AND ACTvt
LIMITED TO THOSFBOTlisllow.Nl�)�:",,�ll.-
ISTED IN
TME PROJFC
Ll
_'�De ED PYJ48t�ANT'ro
lcl�
FOUR STORY FRAME A C A
F.S.,ANt. 0
V_RMI
RESIOENCE #1945 8 8 SCALIf'
It I AppRdVtD EVI
CITY OF ATLANTIC BEACH 4
PLANMIM ZONING OFFICE
Site Plan
10 1 14 ZO 1 CL PILINGS 14'-8" CL PILINGS CL PILINGS 8'-0" CL PILING") 18'-0" CL PILINGS
SCALE 1" 20' 7 // 7/ '0 CONC. BEAM 4#9 TOP & 7
PILE C.0 STUCCO ON 8" 12xz
co #5 @ 8p' O.C. 16.67' CMU (TYP)::�,, BOTIOM #3 TIES@9" O.C. PIL
E C.0' 9.0'
I+AIJ U+ac m4tl 14 1 M I*LL�A 1#0 -Io J
C:) PILE C.O. 8" CMU #5@8" PILE C.O. �-12x2O CONC. PILE C.O.
25.75' O.C. FILL ALL 22.5' BEAM 3#5 T&B 18.5',
CELS #3 TIES@12" O.C.
B
8" CMU
#5@8" O.C.-\ 3 >
GRADE BEAM 12" REINFORCED 7 FILL CELS
24x2O 5#5 T&B CONC. WALL
12x12 CONCRETE COLUMN
CONT. #3 TIES #4@12" O.C.
CD H.B.
@12" O.C. EACH WAY 19x16 MK RF�T37,777 C:)
EACH FACE 48" A.E.F. -S-4 kG-4-LF�L-1-8-�
SURF
BOARD
(D RACKS 4y-P 4--BE&K4P+ 4'-6 v 3,_3 v
Ti 0 co
ABOVE
DEPARTMENT OF ENVIRONMENTAL PROTECTION 0)
<
Vt�..
L MAR 0 9 2001
'EAM 12x16 3#5 T&B #3 TIES TOP E 1-8.0- :
1111 +1141 m 1+1141 m 1#1-[4 1:�Tlo I m 1+114 XP. CONC. U Opp/C�F Or
STATEMENTS: LZ
7 wz0 UP COA S LA
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH L 24xl 6 CONCRETE- CMU7 ys 7-,,C�s 1.
- EXISTING DUNES 8 a .____ NOTE:
PAINT WHITE CD _6 c) CD F Q0 0
THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA STRUT 3#5 T&B #5@8" 9)zR_7_LEv_. 18.0 CENTER LINE OF
INSET STUUCO ON C.M.U. PAINT TAN CD I FILL
ADMINISTRATIVE CODE. _00 T_ #3 TIES @24" O.C. _C0 PILE & COLUMN
O.C. CELS DD
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN rE Inset Panel Detail
ACCORDANCE WITH ANSIIASCE 7-88, MINIMUM DESIGN LOADS FOR _k__ALE3- 1--o" �J�IXDKEKR 1+114 1 1+1 I� CONC. BEAM 12x16 3#5 T& #3 TI
I \, I wp� I SHOWER
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE I\/ (al I .. . . —
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 5.14" P,T-RE LLa 11 HEAD
Xjn.- 4 1— -1 11 BELOW
MILES PER HOUR. E_R__� I V11-- IV F
24x2OGRADE
BEAM 5#5 T
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR &B
- V T-��B�
#3 TIES@12" O.C. 1206 391"G.-91-A:
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 11�—ff E�,770 1 T O.U. EE DEPARTMIEN 1,C,L P,`?OTIE-C-i-
FA GHT I'Or k�
SI/ASCE 7-88, MINIMUM DESIGN LOADS FOR co Zo 81, CMU L2
ACCORDANCE WITH AN .I I APFIROV�L Lit",
(D --4 Thi$ app,-Ov,,j is
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE __—:4 11
#5@16" O.C. St limited to :hc,� Weterio,
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF I 10 MILES FILL CELS 24x2OGRADE I"Pe ns- This approvjj c,�cI dePicled cv: 2
the
BEAM 5#5 9PC)r)s bility to the
pp, ".al",
PER HOUR. 4-
12x2O CONC. T&B #3 @Y be re, ui :`3f'Ovals or perrjj;., .
PLUMBING WASTE—,,- Y RgAeraj EL COUJIty 0
C:) BEAM -3#5 T&B C) ,a"F--"
LINE B-3 TIES I ar or f0unicipaj
#3 TIES@12" O.C. O.C. Mw 4)
NOTE: DO NOT PENETRATE ANY EXTERIOR WALL WITH ANY VENT, BRACKET 1z: L_ ' /-R ,�-2mo 0 4j
rX W" I"
'n JN
p
PIPE, CONDUIT, SLOT, WIRE, METER, DRAIN OR ANY OTHER DEVICE OR OPENING F., NO. �7
EXCEPT AS THE ARCHITECT MAY SPECIFICALLY DIRECT. O.C. STUCCO ON 8'L---' 12,,20 CONC. BEAM 4#9j
13'-8" R.D. OUTFALL 18'-6" CMU (TYP) 16'_10" T&B #3 TIES@8" O.C.
F-) Light & Fan Switch (TYP)
ROUTE PLUMBING PIPES, ELECTRIC SERVICE AND OTHER UTILITIES SCALE Y=l'—O" 1)_00 53'1-0" 1,-C)"
UNDERGROUND BELOW GRADE WITHOUT EXCEPTION. PROVIDETWO
ADDITIONAL CONDUITS BELOW GRADE FOR FUTURE UNFORESEEN
REQUIREMENTS. A
VENT PLUMBING, DRYER, AND BATH EXHAUST THROUGH ROOF. D Storage
-0
8
WI DE
YA
Tp E
Wp
4
9.010' NGVD
VD:j '_NGVD OF
Y
NJ
IT
Two STOR
RCSIDEN C E
2
16 6;_8
v p-TH.
SCALE 1/4" 1'-0"
RIGID INSULATION 5/8" T-1-11 FACE DOWN c A
zz�_ 2
I-T-171 I I I 1 111111111111
HHHHHH11 67'-6"
04
7
—CONT WOOD BLOCKINGLT 6'-6" 6" 10'-5" 5'-8 10'-5 6" 18'-0" viv 8'-0"
N
4'-0" 2'-6 v bm
7
[E:F- LTS BATT INSULATION 2x6 STUD WALL R.D. BATT INSULATION 2x6 STUD WALL z
lz_
.............. 1:7-INOTE 1 -,
SHEET 1
R.D. (TYP)
E� F _H ti- - - - - - - - - - - - - - - - -
2 G I - - - - - - - - - - -
C> S 710 0
MARY LUCY C I D AB&E 8" 11 11 11 -4- 1 61LUMN
11 CM01 I E 11 rB
(�B E :�E 11 11 A
I UYING BE 11 11 3
PH, A L PH
F_ 1 NOTE I
I I I C. F. 11 30 11 14-
2.5
C. F. C. F. P R '�U HUR ICANE SHEET 1
TOWEL TF--,,
BAR AT 18 6"=9 0 MULI ION (TYP)
In 11 11 1
_j IE3ATFI, 4' SL_ -4 C_� t—I I I I I I I I I I
I------- PLASTIC -I �i D IN
IL�KY DOOR 00 00 0
4'-0" E DN E 11 E 8'-2
HORIZONTAL
F CLG
ROLLER 0 P)EI" _�B_OfRAI L,1
ON RH H 6':x R 2'-6"x RH H -DESK
6' 8' - _�j a:- - - - -
6-'J 6'-8" 9
rE) - - - - - -
CD OPAQUE 4" S T_U D S Ik\ 6" STUDS FOR STUDS
TOP OF WALL PLAMING CONTINUOUS BOOK CASE BELOW
RH
TO LIVING RM H
2 SHVS +35 LINEAR FEET
CD LT. TRACK RECESSED IN CLG. (TYP)
3'-0" 3'-5" 4'-0" 3'_511
v vv v L0
H Cl*
W/1 7 OPEN SHV�
CD
8'-2 7'-2 LDY THERM. CAB. 10 30" A.F.I .
CLG CLG CHUTE INTERIv IDIATE SHV. ADJ. HT. VR H
2 6" A
E ------ F - - - - - - -
1/2" GWB ON 1 x4 ------ 6'--8" s s
I------i
FURING PAINT �2 H RH RH A
F 'Izz
WHITE (TYP) co w RH
L
RETRACTIBLE A
-'k MOR A
T
LADDER 2 -O"x _60
TO 1-81, 1
co cq Y F. 'CD
ST. L 1.,5"xl.5x --- ROOF ---- ---- C.
L)r-klr\ 1 11 11 11 ( bEeK
0.25" 6'- C. F. L---- 11 , 2 SHV k
PH.
9 1/4" 1 - ____ 0 11 1 (
7- 6" STUDS
2 3/8"
� A )
3'-0 C ROST[
9T@ 11.1"=W-4" LEAR OPAQUE 0 CT GLASS D ri::---- -- S SCO E
A W/ \G URE
I SETON UITdP@WA`1SCO
:(D7 -�n 11 11 11
T
R.D. _NG - AL I L 3- L J-
OPEN
SKY LT., _�NRH
2x 10 P.T. RISERS - - - - - - - - - - - - -- w
12"x12" 12'-O"x ----- - s E
CONC, BM. :@IZ I I PH. 11 PH. 11 7 v w
111�' 0 y 6'_ " BATH 3 y
1/2" GWB ON EXH@SOFFIT
H L222MR4� ANVvVmy x x LMYL6626MM
��BATT INSULATION 2x6 STUD WALL \-7 OPEN SH',_ �"�BATT INSULATION 2x6 STUD WALL
2 FURR 8'-0' A W11"IrINIP") 'I' T>" T?j
3/4" INSU L---\
--- ING 6'- ADJ. HT.
_--i N REMOVABLE HAND HELD SHOVER HEAD ON HOSE 3'-4" A.F.F. 4' 29'-6"
BOX7 - -LIGHT G NE)COi-S' -:11s
FLOPM)",DEP-l-,OF
A 3rd Floor 45.00 NGVD - 1,578 SF A/C A AREA TOTALMONMENTALPRO'I'ECTION
3'-0"x6'-6'
0
�W,'STJ WCTION AND ANY OTHE V
DOOR RECESED TRAC LIGHT 2 SCALE 1/4" 1'-0" 3639 P(F
I CEILING JIFIV.11T.COMSTR i7I1ONANDACIr1V1T1FSARFS'_'_11 7'
LOWER/TREAD LUMITEDTO THOSE HOTI]SHOWN ON'rfw.AM,Z
AN[) LISTED IN THE PROJECT D SCRIPTION.THIS ill.
A Is ISSUED P UANT TO Ck 161,F.S.,AN0 OTHER PERIM
C,I BUILT
PLYWOOID MAY 9c U ED.
R ACCE
CLOSET
9P E XY E Q D E PF: NwrNO.
eo 0 Track L! 't 67'-6"
SS TO E Detail
-- ---------------- 7
SCALE 3"=1 1,_O'l 4" 101. 4" 8" 6" 6"
2 6'-6" 14'-4" 4'-101. 6'-8" 6'-4" 181-01, 8'-0"
NYER v Iry
A..
4'-0" ]EXH FAN DOWN MIRROR BY R D IN FLOOR v 121-10" v 3'-0 3'-0" 5'-0"
TO SOFIT WNER STUD WALL
,/—BATT INSULATION 2x6 STUD WALL BATT INSULATION 2x6 ri
/z-CLEAR\(�ASS �O
10
PORCELAIN\\TILE NOTE I
VOID SHVS V SHEET 1
rR.D. BATH. 2 (TYP)
911 (W)
- - - - - - - - - - - - - - - - - - - - ---- W)
12" DEEP BOOK SHELVES ABOVE STEREO J TILE
4" 4r
- - - - -T4'7'_15_EE7P TA��_ECAB_I_ffETS7(TR SPE,
b
GAME STORAGE OMIT BASE F-1 —LANDING
6 PUC (TYP)
CABS FOR >
-,\",QH 4 8'Lj @29'-9.75" NGVD W/SWITCH N 3 /1
PORCELAIN FAMILY KNEE SPACE N
0 FIXTURE
TILE TREAD MIN 24" WIDE M 00�
7-2xlO
C. F. BUILT I N TV Z'R E COLUMN
LL2��4 DECORATIVE TILE
(!�Interlor Stairs RISER 6 DECK 30" A/V CAB LIV NG DECK
-C)IIX-20L STACKED A/C - .i�_
4" STUD WALL
CONTINUOUS
SCALE 1/2"=1'-0" SETTING BED OMIT BASE 481m SL PPL
(TYP) CABS FOR M DCWN- UP CD
\KNEE SPACE
N WP 1 1 41�: PORCELAIN 11ILES 2ND FLOOR-/ L1*
11.1 TREAD ___ , R 2 WIDE 11 - /X_ 11m
1'-o 3/4" v SOLID HARD WOOD �2 UTILITY 2'x4 STUDS (TYP) Li A PH. 4'-6 4'-6"
SI K H U VAR 0
TREAD 2.5"x12.75" P H. 7 - - - - - - - - - - - - - - - - -- - - - - - - - - - .9 ?001
SUPPORTED AT BOTH 31-01, 1 - R — — — — — — — — — — 49�r/c,�7 I
.=3 3'-0"
ENDS BY NOTCHED POCKET OK — — — — — — — — — — — — — Lio tj�� bm
STRINGERS LET INTO POCKET OUT UP 12"xl 2" BM. ABOVE (TYP) Uty'eso
SHELVES DOOR Ys
CIA FRAME WALL OR DOOR IN WALL THERM. (J P TO z
1 1/2"xl 1/2"xl/8"xl CDX PLYWOGI, lip CABINETS -AN
R UP
'b L
LONG @C.M.U. WALL P.T. RISER uj DESK BY OWNER
V LDY CLG- TRACK LIGHT ABOVE �H RH 5x6 WOOD COLUMN H.B
D Upper Run Tread H.B -2" CHUTE-7 /-CABINET/' RH RH
SCALE 3"=l'-O" t D Y9 -,-MB - - - - - - - - - - - - - - - - - - -
t ['LP-
BY F_
��D 240"7 T7 -T I— — T-r —I-r -r I— -r--r >b
OWNER 3 Q_ s� REF cl
W
NOTCHED 4� I_BE O)C __—IqHVS T(PR 11 1 1 11 11 11 NOTE I
STRINGERS FM 'c_I-A Q GALLE 0 0 HINA SHEETr 7 j_NViR0Nf0Ew-rA!
DEPARTMENT OF ENVIRONMENTAL PROTECTION 2x1O P.T. TCHEN H L I OLLE IBLESii\ 11 1 1 1 1 (TYP) hm
D n Ki
18" O.C. H /GLAS 'LD LIGHTING
IL the
Li i D.C. I OOR 11 \1 IDININGI 1 11
STATEMENTS: 12" 1 c. F. BAR
UTIL. D: \-3/4" ONTINUOUS Oas not re,
DOW 0- R/f 36' PLYWOOD� I 8ELOW I 1 11
O"x7' alprovajr.,
by
AB Li CABS. jqoUNTf al, St8te. County or
OVE 7
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH WIN R/F, CUSHI h
SEE F'1 I A �ELIER -OWME
THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA RH RH C:> uj D 'HE
ADMINISTRATIVE CODE. _1>1 __) w REVO
W
31f= -oil A/5 RY L z W
__')Lower Run Tread H� Stringer Detail C\j
CABS
ELEVATION
SICALE 3"=l'-O" SCALE NT RH H E
2 SHF. 5 SHVS PERi�'IdT ik.c"
DU _---BG-ILT IN
B3
/r1h ABOVE �C:o 11 �,Lo, I
BRIMS PA Jmi'WO 0 1 N tS
Mx w D REI rF
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN AITER RD SEATING 12'-0 11
'0 7*
ACCORDANCE WITH ANSI/ASCE 7-88 MINIMUM DESIGN LOADS FOR PH.
ILOCK (TYP) CUSHIONS BY OWNER R.D.
"I — F_=,=�_ >
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE _Lj I L_ _u
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 c__ ED <1
MILES PER HOUR. 01/ 0 0 1111111:Id 111111111 at - - - - - - - - - U)
CC) -41' -4" 2'-0"
D (_0 2'-0" S-l" 2'-0 S-16" 12'-0" 3 4'-0 4) 6 2'-0"
D D 1 -11, A
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR A /I C.O. @ 3'-4" A.F�F.
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 6 -6" 1,3'-7" 2'-1 18'-4" 17'-6"
ACCORDANCE WITH ANSIJASCE 7-88, MINIMUM DESIGN LOADS FOR .7 A A -CROSS OVER ROOF DRAIN
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE A BEHIND CABINETS AT FACE e"' 7 6" 6" ff'
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF I 10 MILES B 2nd Floor 36.00' NGVD - 1,707 SF.A/C OF WALL - SLOPE TO DRAIN
2 <: A
yxTm
41 x/0
3
if t111,11
R
I I SNZ
P E
.4 'J�
6"� �x RH
6'
'TI I r),:z
x A z 0 x
H
H RAH 2
-7 k6
MqW P R rl�,
PER HOUR. ( F Window Seat 0-,
Q2jSCALE 1/2" = 1'-0" 2 SCALE 1/4" 1'-0"
3/4" CDX- MIN, SLOPE 1/4"/FT. A 2xlO ROOF RAFTERS
3 ROOF DRAINS (TYP) 24" O.C. (TYP)
3 1 O"INSULATION BATTS 3/4" CDX MIN. SLOPE 1/4"/FT. C)
RIGID INSULATION ABOVE C4
EXPOSED BEAM CEILING 67'-6" ABOVE G.W.B. CLGS. /--RIDGE ROOF DRAINS (TYP) 3 4
3'-0" e PLYWOOD 8D@6" O.C. EDGE 12"
C) 7
1,3'-3" 13'-3" 7$-0$' O.C. ON 2xlO@24" CTRS
v 18, �0" 6'-10" "8,v z v 0
ROOF 54.0_0� 5 8 T-1-11 ROUGH SAWN FIR PLYWOOD NNLED 5/8" PLYWOOD ROOF gilEATING ON �2x`10@24" CTRS ROOF 54.00' (TOP OF RAffLRS) Lm
5/8" PLYWOOD 2xl 0 PT Z,,f RECESS/ LT. cc
/NGVC FACE DOWN @ PORCH. , LIVING MBR CEILINGS NGVD
Fl
Lim
)4)) 0
2xlO @ 24" O.C. 1 1 EXT GWB OR STUCCO
Nm
\-2xlO EXPOSED @ 24" ITIRS
WD. BM. (TYP) WD. BM. (TYP) SRI
LAM. WD. BM. BOTTOM 43.17' NGVD (0)
'M
GL LAM. WD. BM. BOTTOM
LAM. WD. BM. BOTTOM 52-17' NGVD
161) 1/2" GWB BALC. GWB ON M@8�" 43.17' NGVD 05:
Z
CIA GWB ON 2x6@ CTRS W/(3" R-'19 4)
I O.C. W/ R-19
'00 -4 WOOD INSULATION MBR LUCY M.G.
INSU TION GL
COLUMN
MBR -co\ IL
2-2x6
BLOCKING
BOOK 2 1/2"x9 1/4" (TYP)
4xl
CARP H D
45.00' NGVD 4=
cli TIE DOWN] SEE MULLION
7�4_501)' NGV5j PLYWOOD 3RD FLOOR
S,V.P. HURRICANE 0 2
/7-3RD FLOOR ET ON 3/4" SHVS._"� 1/2"OTHRIEADED 4 0.C.
2xlO@16" O.C. ARDWD ON 3/4" PLYWOO
E STUCCO
PLAN FOR
M A LOCATION�S
GL 0
2xlO@16" O.C. W/H 2.5 z
400@24" LAM. WD, BM. BOTT()M CLIP EA. JOIST TYP.
GWB ON M@8�" LAM. WD. BM. BOTTOM 43.17' NGVD LAM. WD. BM. BOTTOM 43.17' NGVD
CTRS I=
CTRS W/13" R-'lg 43.17' NGVD le'00
HALL INSULATION LIVING CL 0
DININ 2 1/2"x9 1/4" (TYP) 6x6 WOOD COLUMN P.T. 5/4"x6"
............ cr) C-4 /r-,.V.P. HURRICANE HAND - co
00 WOOD LIVIN P.R. FAMILY
RAIL -
1/2" PL:�WOOID 8 D @ 4 rl MULLION
COLUMN - O.C. EDGE 1Z." O.C. 10
GL '00
BLOCKING
2
2ND FLOOR [E 2xlO@12" O.0 2x I I I,. .-A, 1. j I
3/4' 4x10 P.T. 3/4" PLYWOOD PIORCELAN TILE THINSET ON 3/4" PLYWO
04 PORCELAIN TILE THINSET ON
BLOCKING W/ H4 �PT 5/4x6 10 OD ND FLOOR
,36,00' NGVD CNI
is
Y PLYWOOD EACH SIDE 00 f f NGVD,
PORCELAN TI THINSET ON
C)\ TION
WOOD CONSTRUC
12xl2 OPEN �R.D. CONCRETE FRAME
T R So'
R.C.B. R.C.B. �_�EXT. G.W.B. OR STUCCO CLASS + 8" CMU #5@8" O.C. EXT. G.W.B. 2xlO@16" O.C. W/H 2.5
12x 12 —a. L 1O#-6j)x8?-O' GL GWB SOFAIT ON I
4�4 OX0 )@16' C 3#5 T&B 2x4----//
3#5 T&B SL-GL-DR,- 12'xl2" PT 2x8 V'/ 1/�2"O CONT. #3 12%12" CONC. Bm. t FILL ALL CELS CLIP EA. JOIST TYP. 4x 10 P.T. @ EQ CTRS
CONT. #3 12xl2 CONC, BM. BOLT O.!C. LANDING @ W/CONC FALSE PILASTER 4%12" %WAWO
TIES @ 12" -CONC. TIES @ 12" '-t 2 9'-9.7 5 8" CMU SHEARWALL� -
O.C. COLUMN O.C. #5@8" O.C. - (TYP 4 LOC) 18x16 CONC BEAM 12"xl2" CONC. BM.
PORCH SLAB BREEZWAY RAIL 3 A.F.,F. I (TYP) PORCH 00 NGVD DOWELS IST FLR. TO 2ND 3#5 T&B # TIES
- \\ I STORAGE @12" O.C.
-co (TYP) RAIL SLOPES (TYP)GL GL GL' _j FLR. SEE PLAN FOR - 12xl2 CONCRETE
FROM EL. REINFORCEMENT COLUMN
N --COLUMN ... .......
27.00 TO I - STUCCO ON
ONES
6" CONC. SLAB 26x2O CONC. CAR PORT 26-75' NGVD,
N I ST FLOOR ORAGE I ST FLOOR I ST FLOOR
1ST FLOOR EL. 26.75 VOID ST
00
ci 8" cmu 27.00' NGVD #4@8" E.W. T&B BEAM 5#5 T&B #3 27,00' NGVD SLOPE 3" GD. BM. TOP TWO�NG V D
(TYP) TIES@12" O.C.
LO
- - - - - - - - -- - - - - - - - - - - - - -
SLOPE FLOOR - - - - - - - - - ...
I .................................
_J1 'r- TO 26./5 NGVD___� 12" CONC WALL I
A A I - - - - - - - - - - --*— WASTE LINE
J_ 12x12 CONC. C,'OLUMN 12x12 8" CMU SEE #4@12" EW EF---\ I \\!�—ROOF DRAIN NORTH
12x 6 C�N�- SQUARE PLAN FOR .00' NOVID 25.42 NGVD
BM CONC. COL REINF.. GD. BM. BOTTOM
do STORAGE ACCES3S DR. VOID__�� \VOID\, 0
00 4#6 VERT. #3 18x16 CONC
12x12 JOB-BUILT PLY�WOOD 0') 11 1 STORAGE 12x12 L__� 2
TIES@12" O.C. GRADE BEAM 24x2O
RAIL TOP HINGED PNNT RAIL- '0 Iq 5#5 EA WAY T&B #3 BEAM 3#5 T&B
cO CONC. 1�1 #3 TIES @12"
TO MATCH STUCCO COLUMN
COLUMN BEACH GEAR TIES E
f STORAGE @12" O.C.
CO\ 5/4"6" P.T. _00 - - - - - - - 20x24 CONC. I (a
&B #3 BLOCK @ NORTH
STORAGE DECKING SPACED STORAGE BEAM 5#5 T
TIES@12" O.C. WALL GRADE
TO DRAIN ON 18.00' NGVD`
TD_ 2x`10 P.T. 116- c
BOTTOM OF SLOPING
00 12x2O
I GRADE BEAM AT TOP
AIIA
CONC. I 1 1 16.20' WAVE CREST
12 x 2 0 12x16 C BEAM I SHOWER HEAD PVC PIPING PIPING-CONITROL 24xl6 CONC. STIR. REMAIN __�WAVE CREST
WAVE CREST CONC. CONC. 3 10 FALSE COLUMN WAVE CREST/ ON WEST FACE OF FALSE COLUMN 3#5 T&B #3 TIES OF EXISTING DUNE TO
16.20' NGVD BEAM BEAM (PENDANT) 16.20' NGVD 24" O.C. 2406 CONIC. STIR. 16.20' NGVD
12x2O CONC. BEAM BM. BOTTO 3#5 T&B #3 TIES
4#9 T&B #3 TIES GRADE BEAM 24x201�#'T
16.33' NG D 24" O.C.
co @8" 0. T&B #3 TIES
-ca 12"XI2' R.C. COL. C. 18'-0" @12" 11 P_4 11 14'-8" 7'-0"
+1 4#6 VERTICAL $3 TIES@12 PILING A PILING 8'-0" 1 QL PILING CL PILING PILING
().C. GRADE BEAM 24x2O
,,—EXISTING DUNE TO REMAIN— 5#5 T&B #3 TIES Ajlpr�OVFJ)PLAN AS PE_RMI'rrED
@12" O.C. By orqqCE Or BEACIIES
+9.00' 4 1 1 1 AND COASTAL SYSI
FLORIDA DEPT.OF
NGVD 9.0 NGVD ENVIRONMENTAL PROTE C`TION
PILE CAP 18xl8xl8 PILE CAP 18xll 3x18 00' NGV1)
18xl6xl8 CONC API-ROVED CONSTRUCTION AND ANY OTITEI R AUTHORIZFD
PILE CAP ACTIVITI ES MUST COMPLY VVITH ALL CONDITIONS OF THE
pijoll-r.CONSTRUCTION AND ACTIVITIES ARE STRICTLY NOOK
LIMIT FDT0 THOSE BOTH SHOWN ON THE APPROVE D PLANS
(L 1 l'-6" CL 17'-6" l (L
THE PROJE CT DESCRIPTION.THIS PERMIT
AND Lis,rp.D IN 161, s.,AND OTHER PERMITS
IS ISSuEi)PURSUANT TO C
WMY BEIY�,� D.
B A I I E PER T NO.
3
-10.00, 12"OAUGER CAST 12"OAUGER CAST >
NGVD CONC. PILES 4#6 CONC. PILES 4#6
19 REQUIRED
#I-a v
10.00' NGVD REC ED 0
__'�East* IV w
(�A NorthooSouth Section Looking West- est Section Looking South 0
It NO 0 9 zoo, in
-3 SCALE 1/4 SCALE 1/4" l'-0" oppICE C)p BEACIqES '4!MM'
COAS-rAL SySTEAS 0)
U"
Too
0
3/4" PLYWOOD
EXPOSED TOP OF HURRICANE SLAB TOP SLOPES FROM 27.00' TO
CONCRET 5 4"x6" P,T. ,,-2-2x6 2xlO 1"x6" T&G "V" GROOVE CLIP H3 26.75'
C c� BLOCKING S.Y.P. SCREWED &GLUEDi
ZD�ECKING FLUSH 200
W/CONC. BEAM CONT. TO WD. BMS. J\ 2xlO P.T. BLOCKING #4@8" O,C. TOP & BOT.
2xlO P.T. 4, FLOOR JOIST
JOIST SPACE DECKING 2-2xlO 4xlO@24" O.C. #4@12" O.C, TOP BOT. >b
3 1/8" S.Y.P.
3x4 P.T. -4. 1/8" APART TO 5 1/2- /- 3 1/8" 1/2" A.B.@24" STAGGERED
LEDGER DRAIN (TYP) N Al v 2xlO P.T.
_\A' -.g-\ 71 DEPARTMENT OF ENVIRONMENTAL PROTECTION
CONT.
LO _j- 11 3/4"
ST. STEEL A.B. 4-*' "\1�2xlO P.T. 1/2" GWB EXT.
W S.S. WASHER CONCEALED STATEMENTS:
BLOCKING 04
BETWEEN HURRICANE CLIP
4 0 1/2" GWB 4
12"xl6" CONC. JOISTS STUCCO 6 — Fl_ . , . A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH
BM.-SEE DRIP BOLT EXT. 1 4 V THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA
STRUCTURAL
3 1/8%12" LAM. ADMINISTRATIVE CODE.
SYP BM. 3 1/8"x 11 3/4" TO
0
1 0 011 B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 4)
P.T.-EXPOSED BEAR ON 2 1/2"x5 1/2"
NAIL TO 6x6 WITH 10d
WOOD COLUMN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 0
r
6x6 ALT WO FF 6" O.C. BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
NOCHED FOR
LAM BMS WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110
MILES PER HOUR.
_�C Conc. Bm. Detail D Wood Bm. Detail E Conc. Bm. Detail F Slab Detail C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
SCALE it, 11-01I SCALE 1 V-011 SCALE I" = l'-O" SCALE 1 11-011 USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
3 ACCORDANCE WITH ANSIIASCE 7-88, MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES
>
8" T I-
4jj6F5A'CE I=�OW
lA_
it2xlO
PER HOUR.
B A A "t&
3 3 8
CHIMNEY OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) OVERFLOW 1"0 P.V.C. (TYP 4 LOC.)
CHIMNEY--\
C)
c\j
ROOF 54.00' RJF 54.00*
NG�D
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — —
NGVD — — — — — — — — — — — — -- — — — — — — — —
It; a
FIXED
F
ROOF DRAIN
OPEN
]F 7'—O"x5'—O" PGT OX BM, BOTTOM 3"0 LERIOR
ABOVE
F OPEN
51.67 NGVD
Agi jr q 'a
ROLLER yp 1�'K 4
GL
71A�
—0"x2'—O"
7'
vr:.
';,W.'a,
0..
F
u
3RIJ FLOOR
3RD FLOOR
45.�O NGVD
14 r R A M
FIXED x
R7
L _JL JI 0
d
45,00' NGV
5,
i
D
GLASS
F
e
�7 ri
'5 �. ....
BM. BOTT��M POT OXO 2 1/2"xg 1/4"
W"
vr. q,
5,
3, -v
HOR. ROLLER
43.00' NGVD
g,71,
2ND
_21NIn, �v
JLOOR
2ND FLOOR
v 36.00'1 NGVD
L AL - - - - - - - - - - -J L _J
/36.00' NGVD
r
Ll*
CIO)
OPEN 12%12" CONC. BEAM 12"x`12" CONIC. BEAM
BREEZEWAY me
A, T 12"xl2p) BM.
FIXED BM. BOTTOM CONC. COL.
4.00' NGVD
E /G GLASS 35.00' NGVD
PGT 12%12" CONIC. COL. U)
SL. GL. DR. TOP OF
DUNE CAR PORT
OPEN
VARIES STJOCO ON 8" CMU 26�75' NOVID
Y
0 1 ST FLOOR IST FlOOR
1ST FLOOR NCRETE WALL AdIth FLUSH GD. BM.
HjjlGH OPEN S PT (T�:)) W q6NCRETE FRAME [27.00'1 NGVD
6 7.00' NGVD BOTTOM
=.00r NGVD L———————
L---------------------------- -------
WHITE STUCCO 12xl 6 CONCRETE BEAM—WHITE
ON CMU
'R.D.
0
Lo BM. BOTTOM OPEN 25.42' NGVD
BM. BOTI j r_� . ........................... 00' NGVID I
WHITE c I r) 0 1 1 GD. BM. BOTTOM z son
25.67' NGVD 25,67' NGVD 0
0 X 0 0
00 cr_l /—R.D. Lli
uj 2:
0 OPEN BM. BOTTOM
ck� 24.00 NOVI)
I I m E
L FF-- 11 co cc
Lli
0
C)
STORAGE
BM. BOTTOM
18.00' D
BM. BOTTOM
E_ 16.67' NGVD 19.50 NGVD
12X20 CONCRETE BEAM CIA 0
3 16-20' NGVD WAVE CREST 4 1
N\ BM, BOTTOM BM. BOTTOM
�WAVE CREST Lo
I (D �WAVE CREST 16.3,3' NGVD 1 16.20' NGVD
16.20' NGVD 16-20' NGVD 0
E= I WOMEN
LL
00 co
0�
w 3
Lo
BM. BOTTOM
.17' NGVD A
12.17' NGVD
co
±9.50' '%`—EXISTIING DUNE TO REMAIN L—L MINOR
NGVD 30,-0" 8.00' NGVD I--T m
L-i I I
__j L__j L__j
CONCRETE PILINGS TO —10.00' NGVD (TYP) APPROVED PLAN AS PERimiTTED
CONCRETE PILINGS TO —10.00' NG`VD (TYP) BY OFFICE OF BEACH ES
AND COASTAL SYSTEMS
FLORIDADEPT.OF
SCALE 1/4" l'—O" ENVIRONMENTALPROTECTION
B Nofth Elevation
A East Elevation 4
NOTE: SHADED AREAS ON ELEVATIONS AND SECTIONS INDICATE COLOR TO BE SELECTED APPfZON7EI)CONSTRUCTION AND ANY OTHER ATMIORTZED >
�.4�SCALE 1/4" l'—O" ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE
s ARE STRI CTLY
F F F PERMIT.CONSTRUcnON ANY)ACTIvrric
C) LIMITEDTO TfIOSE BOTH SHOWN ON TIIE APPROVEDPLANS
Tins PERMIT
AND LISTED INTIIE PROJECT DESCRIPTION.
Isl SU kNT TOYII.�61,F.S.,XND OTI-I 'R PERMITS
M s RECEIVED
00 HORIZ. CONT LF .�IUEV51uliltE,D. cc
J/ 0,9 200,
TE PERMITNO.
F OFF'CE OF 136ACHES Tom
L — E 4 & COASrAL SYSTSA,,
E F
Lu ALUM. RAIL PAINT
>
F WHITE
3xlO HORIZ. CONT
4"xlO" NATURAL FINISH 00 0
F F 0
LAM. W_QOD BEAM —2x4 P.T.
c\l NATURAL FINISH
1/2" CDX
12" COLUMN G.W.B.—WHITE
3x`10 HORIZ. CONT BOTH SIDES
/7 PLASTER G.W.B.—WHITE STUCCO7/
POT COUNTER 36" A.F.F.
OxO` OPEN STUDS924" O.C.
SHELVES WHERE OWNER 2-2x4 P,T.
DIRECTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION ELEVATION
3 EQUAL PARIS OF GL. 26
C. Living Rm Glass Wall- DOORS IN WOOD FRAMES SLOPE TO
STATEMENTS: DRAIN FROM
4, SCALE 1 4" l'—O" 27.00"
X,
-33.007, FLORIDA
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH
THE STANDARDS ESTABLISHED IN SECTION 62B
ADMINISTRATIVE CODE. 41OWN
��W�EE P,
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN
SEE PLAN
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 0
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE TOE SPACE CONT,
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110
U)
MILES PER HOUR. Dining Rm - West Elevation
E Rail Section
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR SCALE 1/2)) 17-0$o 4 SCALE 1" l'—O"
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES
�_BM�- BOTTQM B B TTOM
M_ TTOM
34.00 AfMGVC
PER HOUR.
A
E3 8 3
CHIMNEY OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) OVERFLOW 1"0 P.V.C. (TYP 4 LOC.) CHIMNEY
PARAPET 55.33'
ROOF 53.83' 9 It NGVD
NGVD \1 Al ROOF 54.00'
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - FF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- NGVD
FIXED GL. FIKED GL.
'A
F F F
F ....... F
F 16
"J
F
OPEN
CD
>
OPEN
4 X.,
_a, Z.
'e
'5,
L 11
4E
3RD FLOOR
3RD FLOOR
'2' 0
45.00' NGVD
12
54.00' NGVb
E
C4
-FI-XIED GL.
'T
r
CD
CD
F
0
x 0
x BM. BOTTOM BM. BOTTO�
j.,
43.17' NGVDb 43.17' NGVD
F F
F F F
F
F
_cn
CD
COUNTER
0�W JI u
---------------
..........
Lo
C)
2ND FLOOR q,
2ND FLOOR
GVD\
36.00' N
FLOOR 36.00' NGVD
�p-
..............
23 1/2" CONCRETE AND STUCCO 23 1/2" CONCRETE AND STUCCO Lo
WHITE STUCCO 0N
C.M.U. OUTFALL TO GRADE OUTFALL TO GRADE
(TYP 4 LOC.)
(TYP 4 LOC.) 2
C)
K/EY-PAD I I -c� I OPEN CD
DUMBWAITER I m
KLOCKABLE1
FRAMELESS DOM 7 OPEN
C�ATE I -_
ROLL-UP I SE�\C/2 I CAR PORT FF--- 14-0
DOOR 0
26.75' NGVD
\- STUCCO ON 8" CMU--\
1ST FLOOR 1 ST FLOOR 4,
1 ST FLOOR
GD, BM. BOTTOM
27.00' NGVD\ -4
27.00' NGVD� I il r27.00C' NGVD
R
16" CONCRETE BEAM - WHITE
bM. BOTTOM
R.D.
F - - - - - - - - - - - - - -I F- F
4.0
25.00' NGVD- R.D. BM. BOTTOM
GRADE OM BOTTCM 25.67' NGVD
OPEN c I D
30'-0"
BM. BOTTOM E
_T�
B 1 6.50P NGVD
STORAGE
18.00' NGVD
N
1 2x2O CONCRETE BEAM
16.20' NGVD WAVE CREST
OPEN BM. BOTTOM WAVE CREST
16.33' NGVD 16-20' NGVD
CL PILINIG I CL PILIHG I CL PILINb I CL PILING
I I I I E
Lp Lp L L—1
CONCRETE PILINGS TO -10-OOP NG\/D (TYP)
CONCRETE PILINGS TO -10.00' NGVD (TYP) 9.00' NGVD
_�South Elevation A
��Aftst Elevation B 8.00' NGV
5
SCALE 1/4" 1'-0" JSCALE 1/4" 1'
ED VLAN AS PERNwrm D RECEiVED
APPROV
By or)-.ICF OF BE,ACH ES MAR a 9 Zoo,
AND COASTAL SYsTrws
FLORIDA DEPT.OF OFFICS
NN1jjtONN1f-NTAL rRurECTION ()F 13FACHES
'D A�NYOTIIER AUTTIORIZE D COAS-rk SyS-,,,,,,
AFf'ROVc,j)CONS'J'RUC,f'JON AN 'ONDITiONS OFniE row
ITIr -NIUS,I,Cor
'S vjpj,y \A11TH ALL C
CONSTRUC-rION AND Aurivn'ICS ARE' STRICTLY
gri-I SI-IoWN ON THE APPROVED PLANS
LIN11Tf,DTOTf1OS_E B �-,CRIPTION.THIS PERNMIT
ISTED INT11E PROJECT Df" RMIT S
AND L TO Ck 16L S.,AND OTHER FF
Is Issu UR� UANT
MA QU RED. cc
R ED p E Rj\ IT NO. a w)
DEPARTMENT OF ENVIRONMENTAL PROTECTION
STATEMENTS:
ca
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH
THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA
ADMINISTRATIVE CODE.
0
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOAD$ FOR
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE 0
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110
MILES PER HOUR.
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR to
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
_OjM
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 1.10 MILES
PER HOUR.
1_h�l 1-61 A-, V�
A c A
67'-6"
6"'
7'-0'* 14'-6" 12'-8" v 61-4 18'-0" 8'-6
_ V_011 7 1/20 ALL THREAD 2x6 STUDS @ 8" O.C. P1111,_1/20 ALL THREAD 2x6 STUDS @ 8" O.C. 1/20 ALL THREAD-\, /1 7-
of, qr lop 'Ar
b - -%* I I I
CL COLUMN COLUMN CL 12x1F COICRE'"E BEAN W/'3#5 T813 COIT. #3 TIES @12" O.C. 12x121 CONCRE"E HEAN W,'4#f') T&B TOIff. #3 @5' O.C.
U LINTEL 2#5
81, CMU #5@8" O.C. 8" CMU #5@8"
FMTI�T (D
1 ST FLOOR CONCRETE 111 1 M FELIB+arff ifli_TT+I al a"a, RH 1.H
FILL ALL CELLS WITH FILL ALL CELLS WITH
CONCRETE SLAB #4@12 1
/�7.00' NGVD E.W. T&B CONCRETE CO�C RETE-- R.D.
ONCRETE >
-=7. COLUMN BELCW 8" WAL L W,/ D
WD. 'OL. AE VE Cmu DIE COLUMN 13ELoW E
U LINTEL-/ t I\_u LINTEL 3 U LINTEL Wj 2#5 8 WD. COL. COf](.RET rB
(TYR) (OLUMN IELOW
U LINTEL- U LINTEL ABOVE (T�P)
2#5 T 2#5 5 0 2#5 9'-10" 2#5 20 3@1 TO.C. W1 COL.
I— I I I I I I 2�100121'0-c I ABOVE (TYP)
7 7- C)
/y _. 8' CMIJ #508" &C.
8" 2'-0" - 2' -0" + - 8" I'll ALL CE-LS---\
--8" CMU + WTH CONCFET
IL #5@8" O.C.Nll-� - 7
,__-8" cmu #508" o.c. J 8" CMU #5@8" O.C.----- 200 P.T. EQ,- 2-2xlD--,z L11) —Z_ __ -.6— - - 3-4xl 0
+ � 9%, DIE 3-, x1c
t FILL ALL CELLS WITH FILL ALL H FILL ALL CELLS WITH CTRS. P.T. @
CONCRETE CELLS WIT CONCRETE T, z
EQ. CTRS.
STORAGE RETE BEAM W/4 6
CD CONCRETE --Y' CMJ WALL B LOW 3E 12x12 CO�C
18.00' NGVD T
u T&B ('ON-'. #3 TIES 95" O.G.
#5@8" DOWELS #5@8" DOWELS-,,,, -12 '02" CON". 13M.
717
171 U lH
114
I L GRADE BEAM 11 1 1
F-I 24"x16" R.C.B. ��'�24"x`16" R.C.B.��,l I 2-2x`ID,� CDL 2-2xl z,
24x2O I I a R
12"x2O" GRADE BEAMI 12"X<20" GRADE BEAM C) A30VE
2x1 0@1 f"O.C.
10
8p
ingg'. M WOOD "OL MI\
U UNTEL W/ 2#5 ifpjf:
8" CMU WALL
M I — ABOVE ?ND FLOOR (TY-)
ri BELCW
I's
q
R
LI I;,--, is Emz I I Fil 1111111111
ss", AG. 1 2'xl 2" 1 x12 COKRET BEA W 4#6 CONCRETE %"maw
CONCRET ""i",
Ill.'I.,
E.................... -12 x12" COK. Bft ii -
COLUMN BELOW C LG' T B C NT. #3 IES 5" C. COLUMN BELOW
WD. COL. ABOVE DIF-_USER WD. COL.
2 x 10----,-
(TYP) 3-2<10-
z A/f, ABOVE (TYP)
SU P PLY
um�
12x16
CONCRETE BEAM 4-
W/3#5 T&B I 12x12 CONCRETE
"O.C. BEAM W/4#6 T&B
CONT. #3 TIES 2x 0@11 a- CONT. #3 TIES
@12" OIC CONC. COL. EELOW @5" O.C.
2-2x I CM0 ABOVE
CONCRETE CONCRETE
COLUMN' 4115@E" COLUMN
BELOW WD. 4#5@8" AT L. L NES BELOW WD.
(TYP) COL ABOVE
COL. ABOVE L Z_
I I I I -L J- - I - _ _Lj _ i I (TYP)
"Oxi(rl I Lm I -fl Wl__ i�m±i Ltrltl jjj!LLLLL1�I rri I M_rrrtdrt�X�_ —[E]
�-R-D. 8" CMU WALL #5@116" O.C. FILL ALL E
52'-0" CELLS WITH CO\ICRIETE 8'-0" (a
6"
A
APPROVED PLAN AS FERMT17TED
BY OFFICE OF BEAC
.14-
M,
AND COASTAL SYS 4
FLORIDA DEPT,OF cc
A Second Floor Framing Plan 36.00' NGVD ENVIRONMENTAL PROTECTION M.0
AITRON7101 CONSTRUCTION AND ANY OTHER AUTHORIZED 111m
-10.00' 12"OAUGER CAST ---- 12"OAUGER CAST ------.. I SCALE 1/4" 1p-011 c ACTi V I'll*,),It IST COMPLY WITH ALL CON DITIONS OFTH E 0
1��� A Pb00'!'T'-"ON',if dXCTION AND ACTIN11TIES ARE,`.TRI(_f'I,Y
NGVD I I�_��CONC. PILES 4#6 CONIC, PILES 4#6 1 A LI,,%H,16'EDT0'T1;0SE BOTH SHOWN ONTHE AFTROVE!)N.-ANS U.
L _J L J _j ANG LISTED IN THE RIM iT
ISISSUEDI'URSUANTTO H.16 F.S.,AND OTHER VERMi,rs
6 1'-0" M,��Y �D.
ly y W0119 id/ /
14'-8" COLUMN COLUMN COLUMN CONCRETE&AE�A�ED WiTE PJIT NO.
C�Sectlon #LINT AT LINE AT LINE AT COLUMN
I/1'-8"/PILI\IG 1 V-4" PILING 8'-0" /PIL,ING 18'-0" LINE AT 8'-6
SCALE 1/4" l'-O" R.D 6" PILING
8" 6'-4" 41�
71�/
I_*IIw 141141 w 14114t* A4�
141 W4�
I
- - - - - - - - - - - - - - -:w lw#l�
1202 8" CMU WALL
WLUMN #5@8" O.C. FILL
W/4#6 #3 ALL CELLS WITH
- STOR.
CONCRETE VOID ,,-U LINTEL 2#5
TIES@1 2"
TYP. 4
rB CORNERS 20x24 CONC. BEAM 5#5 B
3 //�,-8" CMU #5@48" 3
T&B EACH WAY #3 32" ABOVE FLOOR OPEN
:L
TIES@12" O.C. W
SLOPE 3"
26x2O CONIC. BEAM 5#
/
T&R EACH WAY #3
TIES@i2" o.c. D�
HANDREIL 8 1 1 iE
L - - - - - - - - - - - -- - - -- /-TOP OF SLAB EL 27.00'
Lo
12x12 COLUMN ECOVED
- - - - - - - - - - - - - - - - - - -
#4@8" O.C. T&B 0)
18x16 CONC. BEAM 3#5 IWAR 0, 9 Zoo,
T&B EACH WAY #3
41T]ES@12" O.C. Lu 1A"<12x16 CONC. BEAM
SL SL 3#9 T&B CONT. ()FF'CE CW BEACHES
0:� m __*_SL m
0 - �� COA'STALSys-FEMS C)
SLOPE Y_ Z -CA 0- 12x12 10#3 TIES@6" EACH
0 - 0
a A 0 0 1-- END THEN #3@12"
-4-ELEVATION 26.75' CONC.
0
COLUMN
6#5 EACH FACE @ L - - - - - - - - -210__Jt1t
3" EXTENDED S-O" I **I�A IRR K"I 11114
#4 @ 12 - - - - - - - -
FROM COLUMN — — — — — — — — — - -- — — — — —
VERTICAL EACH #4@12" O.C. T&B
12x16 CONC,
FACE & #4 @
BEAM 3-#5 m 0:
12" O.C. M :2
T&B #3 TIES @
HORIZONTAL D
m
DEPARTMENT OF ENVIRONMENTAL PROTECTION EACH FACE 12" O.C.
00 6
-6 12x16
8" CMU WALL #5@8" 1206 CONC. BEAM
SLOPE 3" CONCRETE
SLOPE 3"
0 ',o) c___' BEAM 4#9
STATEMENTS: D.C. FILL ALL CELLS ��3#5 T&B EACH
WITH CONCRETE WAY #3 TIES@12 Al T&B #3
D.C. 12x12
TIES@8"
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 1 2xl 2 CONCRETE
THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA COLUMN
COLUMN
ADMINISTRATIVE CODE. #5 8 W/4#6 #3 W/4#6 #3
6" CONC. SLAB #4 O.C. DOWELS I TIES@ 12" TIES@ 12"
TYP. 4 1206 CONIC. BEAM 3#9 T&B TYP.
@ 12" O.C. T&B 5#4 EXTENDED I 'l-N 1
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN I CORNERS I
@ 12" EACH WAY 3'-0" FROM /�ONT. #3 TIES@12" O.C.
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR COLUMN — — — — — — — — — — — — 0
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE STAIR HANGER — — — —It+1141 KAqjf WNW Wr iL
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 R.D_x - - - - - - - - - - - - 8" CMU WALL #5@8" O.C. RLL ALL CELLS
WITH CONCRETE
MILES PER HOUR.
c
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN Rail Section
ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR SCALE 1), lf-o" B� First Floor Framing Plan 27.00' NGVD
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE 6 CALE 1/4" V-0"
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES
PER HOUR.
v C
X,
6 6
is 1�� Y2 _T BEA
C i JES
NT. 5'�
ID
TE
�A
A
8 3
4-3/4"o
ANCI-O)R 67'-G"
BOLTS W/ �-2-3 1/8x12" 7
HOOK LAM. BEAM r-O" 34*-0" v 18'-0" 8'-6"
L 4 4x6xl/2xl2" LONG 7
LEG AWAY FROM WALL 8" COINCRETE __1:4�4-3/4"O BOLTS ROOF DRAIN-MINIMUM 3" INSIDE
8" CONCRETE =t DIAMETER (TYP 4 LOCATION)--,,,
BLOCK WALL W/4-3/4" ANCHOR BLOCK WALL 74 =t 1/2 ALL THREAD ,— 2--2x10 1/2 ALL THREAD
11--BOLTS INTO 13LOCK -- L 8x4"x7/16"X8"
WALL \__W/ 2-3/4"0
ANCHOR BOLTS CD ----—--- ALL T1
SL
tx-il
2-3 1/8x 12 _rn -2 3 1/8'112" LAO. WOOD BEAME�— 2-3 1 /8"X12" LAM. WOOD BI Mms
a=r��
LAM. BEAM
�8" CIVIL W/8x1
PLAN D ETAI L 2-1/2"Ox5" LAG
P LAN D ETAI L
1/4" PLATE 12" LONG SCREWS EACH ROOF D�AIN (CON. T E BEAIV
3/4" BOLT 5/8 3RD 9 1/2" HIGH BEAM 8 > C7 D�
PLYWOOD 3/4"0 BOLT SL
@12" O.C. FLOOR:j..S C) 2-2x10 y S z A
---- -- @12" O.C. V_�s L 0 1c;
a a _��2-2xlO INTO L-INTEL 4-3/4"0 BOLTS LIJ SL
BLOCK: 2x10d24 ).C. 2x 1 0124"O.C.
W/2#--j CONT7
Lr-
8X12 CONC."' 0 FOR 2'x10 1X\
4#5 T&B #3 4-3/4"o CMU \-L 8x4"x7/16%8" '--C.D. C D.--` 0
TIES @12" 4-3/4"0 BOLTS #5@8" O-C -2x 0 --2xlO
LEG AINCHOR W/ 2-3/4"0 2 2
O.C. DILL ALL ANCHOR BOLTS 00 z
BOLT's
CELLS /D 2-3 1,/8"x12" LAM. �AMS 4=
8 cmu %
_- 2
TSL L
SL
#5@8" O.C� -3 x12" LAM. WODI AIAS fr
FILL ALL -_-==:=:-=- -t - 4=
,mm: 7 j�p
CELLS �23 1/8X12" L0
Y 4�
-F -9
LAM. BEAM
('D'�Detail F�Detall C)
8" HI ',H RIDGE CON-
2x`10@24"O.C.
7 SCALE 1/2" 1'-0" 7 SCALE 1/2" 1'-0"
Wo)I
AM S
z I (o X1 LAM. WO(.
2-3 x 12" IAS
. ...............
%"Moo
S
2
L
�6;
1Ox6 1SWj
X
V q
17 SUPPLY
.7
A/C IYP
2xlO@24 C. 2x1 D@24"O Cm 2x 1 0@24'>.1
12 COLUMN _V4
6x6 WOOD SL 2 Y,1
A,
7
ALT 6x 10
c.D B SL
NOTCHED FOR 7-2x1O
SL
LAM BMS COLUMN WOOD COLUMN 8 21 0
3x6 mij WODD BE AS —, -+--> <_-r__ - MS-
2-3 1 EX 2-3 1 /8"x12 LAM. WOOD BTA
3 1/8"xl 1 1/8"
2-3/4"0 BOLT
T-1-
LAMINATED BEAM - - - - - -
3 3/4"THRU-BOLTS LTS ANCHOR BOLT kit, "-Z."
RECES BOLTS AND To AflPROVED PLAN AS 4,11MITrED
PLAN DETAIL PLAN D ETAI L
1/8" LAMINATED HD 5A ANCHOR E
RECES BOLTS AND 'A--:;— — ATI
BEAM 3 3/4"THRU-BO W/ 3/4"0 _b ROOF Df -4x6
N!
'1k,A N
HEADS HEADS ------- Py ov'rTE OF BEACHES
U-LINTEL
W/2#5 3RD ROOF DRA
\1�1 '6"I'
,T� "��1/2"O ALL THREAD FROM I N
3 1/8"Xi 1 3 1/8"xl 1 (T
FLOOR TO ROOF JOIST. ROOF 0Aaftlb9ft b IT
1/8" LAMINATED 1/8" LAMINA 8: CONC. RAFTER TYP. JOIST. ROOF RAFTER
-:'I it" U
BEAM BEAM BLOCK WALL 7P-O" 10'-10" 8'-0" 4)-4" 10'-1(c)" 7 TION,AN8'&?)�YOTIFER ATYMC 11170,Y)
r, 18,-0" APPROVE 0 CON
REINFORCED ('w44",� ,, ALI-CONULT
C14 A
4-30D NAILS 3X6 7-200 COLUMN .IVITIESARKSTR 'TLY
@4" O.C. NAIL EACH 2x10
6x6 WOOD TO ANOTHER AND IXS'11�10.,N OE'SomrioN.'rins nfum'r 0
-ill- TS momm
30D NAILS B oof Framing Plan 53.83' NGVD is uyir�,jm� NTTOC .161, S.,ANDO'l �RPEIZNII
---COLUMN W/8D@4" STAGGER D. LL
@12" O.C. ALT 6x1O A c A MA i
--/F- NOTCHED FOR 7 SCALE 1/4" V-0" -cF
__H Detail LAM BMS Detail _'�Detall MV1 e M DA PFRAI 'NO. 0
( K 67'-6" cc
SCALE 112" V-0" SCALE 1/2" 1'-0" 7 ScALE 1/2" l'--O" 7'-0" 34'-0" 18'-0" 8'-6"
7 61-61, 7- -8" 12'-6" 6'-4"
14' 6" Zv 8,-0"
ROOF DRAIN 1/2 ALL THREAD 7 /1
_" -2x6 STUDS @8" O.C.
'\-1/2 ALL THR--AD 1/2
CD ALL THRLD—
2xf; M DS @8" O.C. 8" CMU WALL
-,7: = = =
If 4�- 7-2x1O VERTICAL
ROOF DRAIN [AM WOOD B .AM COLUMN DO NOT
7 SPLICE 2x10S
dx 1 0CQ 16"0 C. 2 x 1 >
'S" NU F 3x10 HORIZ.
#5@8"
N""-3 2 x 10
(.0
O.C, FILL
C.D
C.D ALL RECEIVE
CELI.S
WITF
GLASS LINE
34'-4" MAP o 9 2oo,
CON�RETI
4V V-0" 81
N", uo)
17
C)'-4 /tO
IV 1, EAcH
V_0"
OF'FICE OF E3
D & 6x6 �ASTAL SYs
6x6
8 TEMS
L��UM N�- r COLUMN
k
7
Z
it
V;
N q
CD LAM. OOD 3-AM 2 3
1 IAM. A1OO[ BE�M 2--3 ---t--/\ 12xl(@16'0.C. 2
Lo AM 3-2x1I "*�--2xlC
12_L�M_q_EA MT 1/8"K12 LMM. BEAM
Q0
Moi P.T.
ftv.
X6- 6X6
6x6 COL
COLUMN COL(IMN
DEPARTMENT OF ENVIRONMENTAL PROTECTION 6 _T
4
STATEMENTS: p,� SW_/ U16i.
-,4x 10 '10x6 N
supp r 4x1O
C.D H
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH A/C r"P P.T.
ADMINISTRATIVE CODE. C.
THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA 7
I L116'D.C. I 400�24"OSJ __v_
B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH ANSIIASCE 7-88, MINIMUM DESIGN LOADS FOR I D LAM. V -AM - -- ------
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE LAM WO D BIAM 8" CMU BE.-ARING WALL WITF OOD 3-
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 U _INTE_ VV/ 2#5
1-7 7hI i; Ti 'I
i IT I
El
MILES PER HOUR.
0
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR �001` DRAN—
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
-88, MINIMUM DESIGN LOADS FOR lk
ACCORDANCE WITH ANSIIASCE 7 1/2 ALL THREAD FROM 3RD FLOOR TO OOF DRAIN-J'
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE 2x6 STUDS 016" O.C. 1/2"0 ALL
ROOF JOIST. ROOF RAFTER AT ALL THREA) THREAD FROM
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES TYP. 13'-7" 4'--4" 4 _O" 3RD FLOOR TO
ETE
'LL
�fEAD-
WALL
W/8,
A V 3-7
L 0
D
-V=:,
k�.
Tf
Mm
PER HOUR. 7 ROOF JOIST.
ROOF RAFTER
A Third Floor Framing Plan 45.00' NGVD Typ.
7 ),,('Al F 1 /4" = V-0"
0 _u
v 6T@9"=54"�4'-6" 2x10 W/ 2 c=)
v 3'—0 v v 3'-0" v 8D NAILS
C) 2xlO W/ 2 F12.5 (TYP) 7 A 2xlO W/ 2 H2.5 (TYP) H2.5 (TYP)
-I @ No
F 54.00' ROOF 54.00'.
ROO ROOF 54.00' 5/8"
'4 NGV 5/8" PLYWOOD 8D@6" O,C. EDGE 12" NGVE (/-5/8" PLYWOOD 8D@6" O.C. EDGE 12" NGVD PLYWOOD rROOF
5/8"
O.C. ON 2xlO@24" CTRS O.C. ON 2xlO@24*' CTRS 8D@6" O.C. PLYWOOD
r
EDGE 12"
C) O.C. ON
\2 D
2"x2"x8.f) 2xl 0@24"
2-2xlO
\2-2> 2>6 CTRS
S.S. CLIP 2-1 3/4"xll 7/8" LVL 12x12 BOXED 2-1 3/4"xll 7/8" LVL 12xl2 BOXED 71
TOP TREAD c� 1, 'c"
W/3/4"O
WD. BM, (TYP) 1/2" THREAD WD. BM. (TYP)
EA. END C14 U L THROUGH
INTEL
P.T. L�NDING I I �v
c\j N SEE PLAN FOR
#4@12" —PLYWOOD 8D@4" O.C, EDGE 12" O.C. BOLTS@12" O.C.
3'—16 6'—8 LOC�TIONS W/2#5
co rcou LING PLYWOOD 8D@4" O.C. EDGE 12" O.C. LAM. SYP BM P.T.
O.C. E.W. ON 2x6016" O.C. W/ R-19 zo
8 CMU
2x6 INSULATION1/2'o 2x6 ON 2x6@16" O.C. W/ R-19 EXPOSED
E.F.
-7
#5@8" O.C.
3 INSULATION1/2"
4#4 RD FLOOR FLOOR
0 oil 0 oil 0 01, 0 all
fiL----t' �----f, �----f, . — . FILL ALL
41 11, __Nl CLASS
4 K, 5.00' NGVD NGVD
'm . . 1 6 4 , . 0 8D NAILS CELLS
C) (D
4a ..114 = 1 0 z 9 BLOC KING
Lu 's I '.. . (D -1 'I I -,-- CARPET ON 3/4" PLYWOOD CARPET ON 3/4" PLYWOOD P.T. 2x4 W @ 3"
L 1p I I rl /1/2"0
'10 0 —K 7— W
4— '10 40 1 BOLT@16" O.C. RD FLOOR C)
LLJ L - 4- 4 1 L__l
I I I ZZ: Z:;::::;: �7— '�__ 2x`!C) @ 16" O.C. SEE PLAN
z 2xlO 0 16" O.C. SEE PLAN
0 D 43.17' NGVD PLYWOOD
L)
71/8'L�11x2"x8411 LG. 3,:S. EA. E�D OF �D- 2-2>6 PLYWOOD
TRE/1), (SHELV: L) SOFFIT H4 CLIP EACH SIDE
c\1 1/2 11 THREAD 2-1 3/4"xl 1 7/8" LVL 12xl2 BOXED U LINTEL 0
SEE �FP LAN FO R WD. BM. (TYP) PT 2x8 W/l/2"O BOLT @24" O.C. z
'c\j 3/8�"o WE�P IOL (714 LOCA IONS TEL W/2#5 CONT. U LINTEL W/2#5 2xlO W/2#5
I U LIN 4*
*A 4-00 ON H/NGER ROD 'CO DOU�LE JOIST '00
CTR�S. (TYP) @ALL THREAD 1/2" GWB ON FURRED 8" CIVIL 3/4"0
>_ . 0 2 PLYWOOD 8D@4" O.C. EDGE 12" O.C. 2 —
C�j c\1 8" CMU #5@16" ANCHOR
X6 ON 2x6@16" O.C. W/ R-19 CMU #5@16" O.C. FILL ALL CELLS
O.C. FILL ALL BOLTS @12 CMU
C14 /2 N D -_LOOR INSULATION1/2" 2ND FLOOR WITH CONCRETE O.C. 4__- 8
CELLS WITH
#5@8" O.C.
NGVD 0' NGVD
/36.0 CONCRETE (TYP)
_T_ J_ .0 BLOCKING U LINTEL W/2#5 CONT. FILL ALL
8D NAILS CELLS
2ND FLOOR
2x 10 2x10 @ 16" O.C. SEE PLAN @ 3"
2xlO @ 16" O.C. SEE PLAN BLOCKING -T. 36.00' NGVD
EMBEDED IN BLOCKS 12 GAGE STRAP 3/4"
Stair Pl.an 1 st Floor PROVIDE 6#5 DO)WELS @3" U LINTEL�/ H4 CLIP EACH SIDE EACH JOIST W/8-101) NAILS EACH r2ND FLOOR
F O.C. EACH FACE FROM W/2#5 F LL LWOOD
PT 2x8 W/1/2"O BOLT @24" O.C. C14 L JOIST
SCALE 3/4p'=lt—O$l
Q8� COLUMN S-0" LONG SEE #4@12" EACH 8 H4 CLIP EACH SIDE C)
STRUCTURAL FOR WAY EACH FACE U LINTEL '409000
CD C) U LINTEL W/2#5
REINFORCING 'I 'I PT 20 W1 1/2"0 W/2#5
co 00 2xl C)j 0
8" CMU #5@8" O.C. FILL ALL CELLS BOLTS @24" O.C. *w
00 1 ST FLOOR WITH CONCRETE IST FLOOR (A
—6" CONCRETE SLAB #4@12 E.W, T&B D ANCHOR
27.00' NGVD 27.00' NGV 8 CMU
BOLTS @12"
4"0 J
R
4#4 DOWELS 8" CMU #5@16" O.C. FILL ALL CELLS j+ —#508'o O.C.
COLUMN FACE 6" CONCRETE BE-:AM # @12" 12x16 CONC. BEAM 3#5 T&B #3 TIES O.C.
O.C. EACH WAY [EACH FACE ---*—@12" O.C. WITH CONCRETE FILL ALL
.................
t 0�- �'-6" CONCRETE SLAB #4@12 E.W. T&B CELLS
12xl6 R.C.B.
6 It
1206 4#9 3#5 T&B CONT. #3 TIES 0 12" O.C. I ST FLOOR
6') 6T@9"=54"�4'-8" 22--1 00p
T&B #3 60-7— (TYP) U LINTEL W/2#5 CONT. 27.00 NGVD
TIES@8" NGVD 5#5 EACH FACE @3" O.C. 8" CMU #5@16" O.C. FILL ALL CELLS
WITH CONCRETE 0
EXTEND 3'-0" ll\�TO WALL 8o' CMU #5@16" O.C. FILL ALL CELLS '�_�Sectlon
EA. END OF WD. 24x2O GRADE BEAM (
\j WITH CONCRETE 2
TREAD (SFFE—L—V LT_ 6#5 #2 T'IES @ 6"____l 6" CONCRETE SCALE 1/2" V-0_
12x20 R.C.B. E
4'1 _cy) EXISTINT
Q0 - 4 3#5 T&B CONT. #3 TIES @ 12" O.C. 24x2O GRADE BEAM SLAB #4@12 E.W.
DUNE 1 1 1 11_\+'
TO (TYP) 12x2O R.C.B. T&B JIM
dL
co r_l__ Ff— F-1 F.1 n REMAIN 7 DOWELS SAME SIZE AND SPACINGS AS EXISTINTG1 1 3#5 T&B CONT. #3 TIES 0 12" O.C. U LINTEL W/2#5
—1 — —1 — —11 1 1 1 + VERTICAL REINFORCEMENT DUNE (TYP)
F -I CON . INSER S—TH—R&DE—D I TO
L __j FOR'5/8 11 0) �.S. HAN ER REMAIN ICLI ......I U LINTEL W/2#5
_j — RODj (TYP 2))' DOWELS SAME SIZE AND SPACINGS AS CONT.
----- - 6 VERTICAL REINFORCEMENT
_j
8" CMU #5@8" 8D NAILS @ 3"
------ 12"OAUGER CAST O.C. FILL ALL 3/4" PLYWOOD
7 L J 2 1/2'[xlO 1/21'x3'—I" 12"OAUGER CAST CELLS WITH 0
P T. TOEAD (TYO) ����CONC. PILES 4#6 CONC. PILES 4#6 CONCRETE 2xlO @ 16"
2ND FLOOR
+ + 36,00' NGVD O�C. SEE PLAN
1 LAN�ING 12x2C) CONC
00 4- (TYP BEAM 3#5 T&B #
TIES @12" O.C.
LO ca
—10.00, —10.00, IOU
NGVD NGVD
I _j CL EXISTING DUNE
TO REMAIN ><I
L= DOWELS SAME P.T. 2xlO
A Section B'�Section SIZE AND
r SPACINGS AS W/1/2"O UHPGA210
4#4 8 SCALE VERTICAL BOLTS JOIST HANGER
8 SCALE @16" O.C.
#4@121' O.C. E4CH 8" BELOW
WAY EAGH FACEI 12"OAUGER CAST #508" O.C. FILL
Ll 11 11 ALL CELLS WITH
REINFORCEMENT
6" COJCRETE WALL 1/4 1/4 _01)
CONC. PILES 4#6 CONCRETE
LO
>
5/8"0 L.S. HANLER C Section E�Detai I <
rV /:77 RODS Iryp) 8, SCALE 1/2" l'—O" 8 SCALE 1/2" - 1'-0"
—18.00 NGVD
LT. 5/8"0 S.S. HANGER— RECENED ca
SMOOTH Tm
1/8"L x2"x8l' LG. S.S. EA. THREAD 6" END @ MAR 0 9 2001
END �LWD. TREAD (S E LV L) COUPLING
00 M(r'r-Ef) OFFICE OF'3FACHES vow
AppROvEj)PLAN AS I'EF
5#5 [-_AC�H FACE @3" By OFFICE OF REACHES & COASTALSYS
O�C- FXFEND 3' 0"
INT. WAL.L ANI)COASTALSYSTUNIS s
L FLORIDA DEPT,OF
1 1/2" ENYIRONN,IEN,j,,kj,pj�O'I'J�CTION
-rIIFRAU'FlI0R17,ED
c'noN,'LNDANl`()
0 APPROvuiD CONSTRU J.CONl)""IONlS GFT116
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16.33' NGVD (TYP) v I"o' DAT
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v _/ ENTA PROTECTION
F------ - 7r DEPARTMENT OF ENVIRONM
L
STATEMENTS:
S.S. COUPLING 66
A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH
LOWER ROD 5/8"0 S.S. THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA
AD S R
0
L B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 0
ACCORDANCE WITH ANSIJASCE 7-88, MINIMUM DESIGN LOAD$ FOR 0
C
I-T BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110
L= MILES PER HOUR.
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
ion USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
QG Stair Sect ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOADS FOR 03
8� S�ALE 3/4"=l'—O" BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES
'00"
c I
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L
H Spiral Stair Coupling PER HOUR.
SCALE 6"=1
+ CLG. + CLG.
+ CLG. + CLG-
+1 LIGHT MIRROR
FIXTURE BYOWNER
MIRROR Y, LIGHT
BY OWNER FIXTURE
Q0
3/4" PL� ND OPEN CL BICLES ---
LT.
MIRROR OR
BY OWNER BY OWNER
ic ic ic ic i L.P. >
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COUNTER FIXED FIXED-- I FIXED FIXED COUNTER /—FIXED
COUNTER
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Bath I West Elevation Bath 2 West Elevation Bath 2 East Elevation Bath 3 North Elevation Bath 14 South Elevation M. Bedroom Bath
9 SCALE 1/2" = 1'-0" SCALE 1//2" V-0" SCALE 1/2" = V-0"
SCALE 1/2 SC/ALE 1/2" = V-0" SCALE 1/2" V-0" La
NORTH ELEVATION, SOUTH ELEVATION C*
ROOF DRAIN FROM SIMILAR OPPOSITE HAND
3RD FLOOR me
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11 FOR
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DOOR D D D D D D
v
2 BASE WASTEBASKETS
TRAY STORAGES PANTRY FULL HT DOORS W/77 BROOMS--"/
Kitchen South Elevation j iSHVS. ON 3 SIDES AND BACKS (-_H-'� Utlifty Room West Elevation 0
:OF DOORS WHERE OWNER Iowa
ROOF DRAIN TO GRADE DIRECTS Q9� SCALE 1/2" V-0" LL.
SCALE 1/2" V-0" PROVIDE C.O. PROVIDE C.O.
FOR CAB. FOR CAB,
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F DOOR NOR N,
GLASS GLASS '\AGLASS CLASS
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Kitchen West Elevation Kitchen North Ele' vation SUZAN SUZAN Kitchen South Sevation SUZAN Utility Room East Elevation Utilibf Room Nofth Elevation & COASTAL SYS-rEMS CF
SCALE 1/2" V-0" SCALE 1/2" 'V-0" SCALE 1/2" V-0" SCALE 1/2" 1'-0" SCALE 1/2" V-0" lam
0
MICROWAVE BY OWNER
NN APPROVE'D-PLAN As PE RMT I`TED
z FICE OF BEACIlr'S
IN, OPEN SYSTEMS
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AND COASTAL
FLORIDA DE PT.OF
NI PROTECTION
ANTAL
'N, ZNVIRONM
'N, 1-1 IN, APPJROVE D CONSTRUCTION AND ANY OTYTE R AUy11OR%ZED
NN N AcTivITTES MUST COMPLY WITH ALL CONDITIONS OR THE
N-ly PFRma.CONSTRU(_'TION AND ACTIVITIES
ARE STRICTrLY
CD DEPARTMENT OF ENVIRONMENTAL PROTECTION
LI1vl1TCDTo,mosE BoTti SIIOWN ON THE APPROVED IrLANS
IN pRojuur DV�.sc:jzIpTION.TfIIS P' mrr U�)
qj)()'rfl 'R VERWIITS
�Dp Lj,�,NT-r o 1.k I STATEMENTS:
PEW IT NO.
DA' 11; A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH
3LASS 16:
00 THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA
10" DEEP 36" WIDE \ 1 2
BOOK SHVS. REF-FRZ \ _4 WALL' ADMINISTRATIVE CODE. 4-
W/ICE 0
MAKER /
D D — B. THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 4)
BY9 r — — — — — — — — — — — — -
REF W/ "N CUSHION BY OWNER OWNER C) ACCORDANCE WITH ANSIJASCE 7-88, MINIMUM DESIGN LOADS FOR 0
D — I I BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
ICE MAKER I /,,-DESK BY OWNER
NI WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110
RV D — l'-4" MILES PER HOUR.
C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN
Kitchen East Elevation Galley West Elevation M.B. Bathroom ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM DESIGN LOAD$ FOR
BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE
SCALE 1/2" V-0" SCALE 1/2" V-0" SCALE 1/2" V-0" WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 110 MILES
_71\1
/j 1 10, NN��
I t -4
�BE NIC JH
PER HOUR.