501 Atlantic Blvd 2011 enclosing seating ..............................-
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BEACH DINER
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A
ALTER TION
501 ATLANTIC BOULEVARD
NORTH
JACKSONVILLE , FLORIDA 32233
ATIRMC BOULEVARD
PROJECT
SITE
501 ATLANTIC BOULEVARD
APPLICABLE CODES: STRUCTURAL NOTES:
JACKSONVILLE BEACH,FLORIDA
BULDING 2007 FLORIDA BUILDING CODE W/2009 SUPPLEMENTS
1.CODES USED:2007 FLORIDA BUILDING CODE ,
ONS USED.
EXIST.BUILDING 2007 FLORIDA BUILDING CODE W/2009 SUPPLEMENTS ACI, NDS,APA AND ASCE-7-05. ALL LATEST EDITI
TION AND MATERIALS SHALL BE IN ACCORDANCE WITH
2.ALL DESIGN,CONSTRUC
PLUMOM 2007 FLORIDA BUILDING COD� W/20M SUPPLEMENTS APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK
3.DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL
ELECTRICAL 2008 NEC-NATIONAL ELECTRIACAL CODE DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN
CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
MECHANICAL 2007 FLORIDA BUILDING CODE W/2009 SUPPLEMENTS
BASIC WIND SPEED: 120 MPH
LIFE SAFETY 2007 FLORIDA BUILDING CODE W/2009 SUPPLEMENTS WIND IMPORTANCE FACTOR: 1.0(Cd@Wy 11 Btfiding)
WIND EVOSURE: B
10.18(Closed)
#ZCESMLrly 2007 FLORIDA BUILDING CODE W/2009 SUPPLEMENTS INTERNAL PRESSURE COEFFICIEPIT.
FFIE 2007 FBC-FLORIDA FIRE PROTECTION CODE W/2009 SUPPLEMENTS MAMMUM DESIGN WIND PRESSURES
STRUCTURAL ASCE 7-05 Opening Size(sf)i Edge zones from whdde mners) Intorlor Zone
0-20 +25.5 and(-)U.l +25.5 and(-)27.6 APPLICABLE PRESSURES
21-50 +24.3 and(-)31.8 +24.3 and (-)26.5
51-100 +22.8 and(-RU +22.8 and (-)25.0
>100 +21.7 aOd(-)2&5 +21.7 and(-)23.8
Proposed Structure Is located within the wind bornotdebris region.
Wood framing shall be in accordanoe with FBC chapler 22 a*
AJI wood framing shall be fabricated and ns;for Wood Construction.
AN fmmkV anchors and oannectors noted on drwffigs shall be manufactured by Simpson Strong Tie or approved equal.
........
777
AN wood exposed to earth, weather or In oontact with masonry, concrete shall be pressure treated.
7,
-80.
Fastening subject to moisture shall be hot dipped galvanized to ASTMI53
All windows and doors shall be designed per component and cladding pressures indicated on these drawings.
AJI conventional wood frarning shall be SPF#2.
16"Pli.
W
(':� Xlst ng restcurant no w
INDEX OF DRAWINGS:
AW1 COVER SHEET ROM PLAN
A100 ELEVATIONO I WALL SECTION
0
Jacksonv';'I,
Scope of work U1.)
A
5'-4" 0" j)-10 7'—6 5 9' 0", Install pt plotes to existing slab
S-0" 11'-1�9 4'-511
4r ZEXCL-Ii-
build 2x4 walls to bottom of soffitt/beam
install cementious lap siding
S-0- over moisture barrier and windows on 7/16 osb
4�-O" 4'-5" 4'-0"
install R-11 insulation and drywall
X X coop
5'-4" x 4'-0" X V-1" x 4'-0
C)
eN,
Co Install R-30 batt insulation @ ceiling sctOt 0 L
STI
1 r(b C
0:tqt CO 'File
install trim and tile floor
Install 1 lite ext storefront door with closer,
-0
outswing with thumb latch @ int deadbolt
5-e X 4V-0"
existing beam to remain
existing CMU column existing 2x12 trim board Paint int and ext FILE COPY
Construction of Vestibule for 12'—10"
Beach Diner
501 Atlantic Blvd )E CE
x6'-8" alum. storefront 77C BEACH
Atlantic Beach, F1 32233
AkDD
)CO
A
WINDOW INSTALLATION (METHOD A)
WFATMRREM7MBARRMMM)MWMA"MlMWNMNWMLAMM
VZrEM FLASHMAPPMOVEKTMFAMOFTMUOtOnMRAIM 0
3)APPLY S&L RASHING fLSECTM A)
APPLYBEADOFSEALANT THFAXWWllND=JM6
(ZATMCKOF"W11NDOW
FLANGE&SETMOMPM
W-ADSCREWSMUSTBEAM
TO FACILKATE 1INSPEECT11014
APPLY BEAD OF SEALANT AT
MEJMM 11111EHINDMOUNTIING
AMY JMS FLASHM FLANGE.
existing truss TAwLywooFmAum
ATHEAD SEAL THE V01M FRMS TO -fiv,
APPLY HEAD FLASHING OPEW*L APPLY A 3W NOK
OIL&BEAD TO THE GAGMW
(IINTER110R)OFTIEWNDO11111!
FLANGE.IN LNE WffH ANY
existing block truss @ wall intersection PRE4PJNCHED HOM OR SUM
block wall
WATER MEOCIM FAMOON, 4 fUAW FUO") PLASM
OrARTM AT TM BASE OF APPLY 0OKr.SEAll.70 THEmaymnNG
4. J)TW WALL&WORKNO TOWARDS PLANGESAT
OF
TO THE FACE OF THE AT 8 IWASOM FLANGE
dbl 2xi 2 SYP beom existing beam SHEATHINQ TUCKWRB UNDER THE K0.AT HEAD.Bfil3ED JAM
SILL FLASHING,AND OVER FLASHING WM SEALANTAW
J"AIEWFLASHM FASM IN PLACE. (FLAW"
VM SWATHM TAM GOES OVM SEALAN4
1 king & 1 cripple- nail to existing beam w/ .131" dia x 3" CONNECT
6'* oc staggered 7MWRB7O7MFLA*lllNG
(ALL 4 SM)
('00 TOPMEAll)
",,w -.-WOW
SEALANT JAMBS;
cementious siding on moisture barrier
over 7/16" osb
FLAWMATHEAD
nail osb with .131" dia x 2 1/4" BMW V BEV=
@ 6 ll oc seams and field MWFLASHN&
4,
4'
49HEMRAMING)
EllMllED90TTOMOFTHE
2x4 SPF studs @ 16" oc
HEADRASHMAGAMT
DEPREV11OUSLYAPPLED
C) 410ALANTi
SEALANT OWS0
R-11 bott insulation HEAD FLAMBISOND
EACHMWFLASHMM
FASM N RACE.
00 '14
4:
t�, 4'
#AR E3(3(3S
4fLJAWR.A8HW 3 FEBRUAl
Wa=JMGRA8HM
TOOVEMAPOLL
1/2" x 6*' threaded rod RASHMM MOW
JW RAS"$IV
epoxy into slab @ 32" oc
ABOWROMCFENM
A .40L AMLYTAPE
TW
41
ATOORNM70
V
existing slab RA911011111MM
8URASHM
A- %A A A A ,,\
TOACHIEVESQUAK
ADXWVVNWJLW
KWAANDLEVELOWUMN. UNOORRMON
REWMTFASTENERS. FAffMWINDOWS MR
W11NDOW MANUFACTURER FASTENM
wall section
West to East
INTERIOR VIEW
TWI17TCl0RNEROFWINDW
DOOR/WINDOW
WALL SECTION FLASHING DETAILS
SCALE: 11r Nr SCALE:N.T.S.
isting roo
0
exis ng existing TI-11 siding
on existing be
on existina beam to
z
z
W N
0
cementiou
s siding over 00 '00 -00 cementiou in
moisture barrier on 7/16' o 5 �ap sid*
00 moiture banner on 7�106'�Woi
WON=
Lz� ZZ44 ELLrVAnC
West Elevation East Elevation
existin 2x12 trim boards white aluminum storefront door
WEST ELEVATION 3'0" x 7'0"
SCAM. 3116" 1,W South Elevation
LIFE SAFETY PLAN LEGEND
00,
...................
oe
TRAVEL DISTANCE
.............
.............
..........
Nov PRIMARY EGRESS ...................... ...............
................
.......... .. .......... ..........
............
(FBI ........... -.11-1.1.............
LIGHT FRAME TRUSS SIGN'A' ................ ................. .... .......
........... ................. ............ .......... .............
E X I
MOUNT 60"AFF AT MAIN ENTRY L 2'-0 01 ........ .............
....... ... ...............
PRIMARY PATH OF EGRESS DOOR 24"TO LEFT OF MAIN R
ENTRY DOOR 00 V HIGH WHITE LETTERS
Ck
SURFACE MOUNTED FIRE EXTINGUISHER co .......................
TACTILE EXIT SIGN'13'
REQ
CABINET W/ 10 LB ABC DRY CHEMICAL FIRE LIGHT FRAME TRUSS SIGN TACTILE EXIT SIGN
MOUNT 60"AFF ON LATCH SIDE
EXTINGUISHER - SEE NOTE #3 BELOW
OF EACH PRIMARY EXIT DOOR
BRIGHT RED
EXIT SIGN ARROW DIRECTION INDICATES FIELD COLOR BRIGHT RED FIELD COLOR
DIRECTED PATH OF TRAVEL INDICATED BY LETTER COLOR WHITE LETTER COLOR WHITE
FE XTT
N 00
IN Cq
SIGN C4 cl
SIGNAGE MOUNT DETAILS SIGN 'A' SIGN '13' en
LIFE SAFETY SIGNAGE DETAILS
.............
1)_U LE
00
battery back—up illuminated exit sign dry goods
cooler
C.4
ON
8113"rIPEW ON
w_n' LIFE SAFETY EGRESS DESIGN NOTES
Alm / ..—I gilipp,
RM
1)_U
I r.FEXIT T"I" REQ EGRESS COMPONENTS COMPLY WITH FBC 2004 W/ 2007
FEXIT cook line
SUPPLEMENTS,
SIGHTIM.W
storage
Cq
DE SUMMARY:
#AR 0009774
3 FEBRUARY 2011
BUILDING CLASSIFICATION (CHAPTER,;,3). GROUP A2-RESTURANT
4 N
'04%
BUILDING CONSTRUCTION TYPE(CHAPTER 6)
1 STORY-2.980 GSF
2 STORY 9,500 GSF
ACTUAL
all IN pantry expediter ALLOWED
F
NO
�1 01-1,00 SPRINKLERED
office
LL VJTCHEN
C-4
W
DOOR SWING SWINGS IN DIRECTION OF EGRESS WITH OCCUPANT LOAD OF 50 OR MORE AS
cooler
PER 1008.3.2. NOT A REQUIREMENT DUE TO LOW OCCUPANCY IN EXISTING WORSHIP AREA
TRAVEL DISTANCE OF 75 FEET MAXIMUM IN SINGLE TENANT FACILITY WITH LESS THAN 50
co t-4
OCCUPANTS AND ONE STORY ABOVE GRADE PLANE AS PER TABLE 1008.2
> LO AISLE EXIT WIDTH MINIMUM OF 441 ES AS PER 1016.2
C'
dishwasher line
10
6'-0'
P.,
FIRE RESISTANC REQUIREMENTS
- ARE BA,*D ON FBC TABLES 601 AND 602 FOR TYPE IIB CONSTRUCTION
-4. FIRE RESISTANCE RATINGS
C14
4P* DINING AREA 2
0 HRS
Jk
INTERIOR BEARING WALLS
U
0 HRS
COUNTER 00 COLUMNS ( BOTTOM FLOOR)
C)
*41� OHRS
ro FLOOR CEILING ASSEMBLY
4p#
C1q
41*� OHRS
46 ROOF CEILING ASSEMBLY
0 HRS
EXTERIOR BEARING WALLS
4%�
3'-0"
n
existing restaura t no work
0. UNIT OF RECID. EGRESS
EGRESS REQUI*MENTS
N
ROOM: OCCU EXIT WIDTH: WOTH QNCHES� M
W 0
1 37'— 00
17'—8" z
Se-
8
8"
3 1 /2))
DINING
X 0.20(INCHES) 6.4r
LO DINING AREA 1 33 (,�5 SF)
-C)
X 020(INCHES) 70
DINING AREA 2 13V9
8 X 020(INCHES) 0.4r
KITCHEN LIFE BAFETY PLAN
FEJM
ff
.......... TOTAL
5'-4" x 4'-0"
-MARl-._-",NG SU VEY OF
LOTS 784. 785. 788. 789. 790.' 791, 792, 793, 794, 5, 796, 797, 798, 799, 802, 803,
804, 805, 806, 807, 808 and 809, SECTION No. I ALTAIR AS RECORDED IN PLAT
BOOK 10, PAGE 8 OF THE C ENT PUBLIC RECD S OF DUVAL COUNTY, FLORIDA.
c*4
T U R D I V A N T A V E N U E
50' RIGHT-OF-WA
uj
FORMERLY LAKEVIEW NUE
5 (FIELD) CONCRETE POWER
3M93 POLE W LIGHT &
Fd
GONCRM T. RMER
400.00 WATER
FOUND 1/2- IRON CONCRETE rot= I/r WON CONCRETE POWER CONCRETE METER CONCRETE POWER., FOUND 1/2- IRON
POLE W/ POLE W/ LIG PIPE. LS 3872
PIPE, LB 3672 �LPOWER POLE W_ NO aw =46, - -1 F-1 - #
50.00' 50.00' . 50.00, 50.00' 50-00' CLEANOUT 50.00' r- 00 50.00' 50.00' 19�
& 114- 0 0 0
10. CINI rn In
0 01
1�101 0 0 0 a) SANITARY SEWER
1�9� 00 00 0 00 00 01111101ty svmm MANHOLE ____cu_ 00
-7 %k
00 Mt= '
4
0 �0 0 0 00
o 0 I`_ 0)
f ll� n _,_ 1, 00 00 00 00 0 0 q CD
00 00 0 0 p H L T 00 00
j -i Ir- I.-
98.0' 0 i - I-__
0 0 0 0 F-
__j
0 0
_j _j
-�_Ajllil CONCRETE CONCRETE WOOD CONCRETE CONCRET�
comcr PAD
PAD PAD PAD COLUMN PAD __j
ROCK
WOOD ROCK ROCK
OLUMNT I F Zc 100.8,
141.1'
c� c�
c� 0
e g 19 19
0
b
0 STORY ONE STORY MASONRj$0
& SR X
Ic CK
& BRI
uj
>
......... ---
.. ..... .....
98.2'
%
Covrm
4.1> CONM7E--- 0 FIBERGLASS POLE
4' CHAIN LINK WALK
'jb FE 1192.7* 100.7' w
C)
Ld
FOUND 1/2 N
PIPE, ��IRO
C4 ------ ------ - - -----
CAFP -4,
-/ - -
--eo
-- ----- ------
C,47C5-- - - ---------FF -D _v r.----cF0 ------ C
OUND 1 IRON _-0.6' 0 0.2 NCRETE WALK
C) PIPE. CAP 50100 00 44. r_ 00 04
A - 0) cy)
50.01'1(FIELD) 6' VIN C4 COVERED 4' WO(O 0
G"ATOR rl_ r__
FEN ou""r IR FENCE\
1 9.8, 00
YL L CONCRETE A/C
cum -JI-j CONCIR AD Z
FENCE 1.7'
6 wOOD
Ln 1_0 Lo 00 F 34.3'
Col
00 00 00 00 00 00 00 00 COO 0 DROP INLET 0)
r- r- 11 0 04 In I'll')I In (n 010) L0
Do �a rn C.7) CTS cn cn m
F-
>
F-.
010 00 010 0 0 01 11__j
--J,__j _j __j _j _j _j __j _j _j
I-C)
0 C! C� C?
,c)
ci C5 0 ci 9 0 0
0 0 0
0
Q -c' C) 18
19
0
C14
C c�
cli
0)
rn
7
ONE ST
FRAME
"BEA ING
DINER'
A s p H A L T p A R K I N a
Y,
56.4'
CONCRE7e!.,
00_VERED-
CURB
_CONCRETE...
0
00. STEEL POLE 0
N
0/1 FOR SIGN
ro-, 0 2'
0.6, 1 1 1 25.00� 25.0
010, 25.OW 00' 25.00' 25.00' 25.00' 25.00' 25.00'
25M' Lz 2 .017� 0 25.00'
-FOLNG WATER FOUND "r-CUT
FOUND 1/2" IRON SET 1/2- IRON
PIPE� NO CAP 50.00 PPL LB 3672 300.00 M METER
Jr 300.09' (FIELD)
49.96' (FIE-D)
>WOOD POWER
0WOOD POW ME POLE W/LIGHT
4>
I C
T
R
0 U L E R D
100' RIGHT-OF WAY
Nv.
NOTES:
THIS IS A BOUNDARY SURVEY.
NO BUILDING RESTRICTION LINE AS PER PLAT.
ANGLES AS PER FIELD SURVEY.
THIS SURVEY WAS MADE FOR THE BENEFIT OF JOHN L.
NORTH PROTRACTED FROM PLAT.
3 GREEN; WILLIAM W. NICOL; ATLANTIC COAST FEDERAL;
ATLANTIC PALMS PLAZA; COMMONWEALTH LAND TITLE
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD INSURANCE COMPANY; BUSCHMAN, AHERN, PERSONS &
ZONE "Xm (AREA OUTSIDE 500—YEAR FLOOD PLAIN) AS WELL BANKSTON AND WAS MADE IN COMPLIANCE WITH THE
AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER
MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED I CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE
CODE.
APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA.
�"L 969 j3 ,11
4
CONCRETE I CC
P P4
X
ONE STOF;��