51 Roberts Street (Voo Swar) Site Plan 08.20.1998,r•
41
,i613'61
I
I
40 8 SPACES
- 61/ SEWER T 1 B'/
47
LEGAL DESCRIPTION IS LOTS 7, 9 AND 19, BLOCK 3,
DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19,
PAGES 16 AND 16A OF THE CURRENT RECORDS
OF DUVAL COUNTY, FLORIDA.
SITE PLAN
SCALE: 1"-30'-0"
H
uj
W
Y/
W
O
m
NOTE: LAND SURVEY INFORMATION TAKEN FROM
SURVEY DATED MAY 1, 1998 BY DONN W. BOATWRIGHT
FOR LOTS 9 k 10. INFORMATION FOR LOT 7, FROM
RECORDS FROM BILLY M. ARZIE, ARCHITECT DATED
MARCH 20, 1979.
777,7
I
11,6127.3'i
j 6 SPACES
/ PROPOSED %/
3
!
j 52.3'
EXISTING BUILDING
I
j ADDITION i
o i 36
2275 S0. FT. / i
51 ROBERT STREET
I
i' 24 NEW SEATS i'
70 SEATS
COUNTED JUNE 8, 199837
I
EXISTING PLUMBING FIXTURES
I
MALE: 1 WC, 2 URNIALS, 1 LAV.
j
d
FEMALE: 3 WC, I IAV.
i._._._._._._._._._._._._._._._._.1._._._._._._._._.__._._._._._._._._.-._._._._._._._._.
._._._._._._._._.1
LEGAL DESCRIPTION IS LOTS 7, 9 AND 19, BLOCK 3,
DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19,
PAGES 16 AND 16A OF THE CURRENT RECORDS
OF DUVAL COUNTY, FLORIDA.
SITE PLAN
SCALE: 1"-30'-0"
H
uj
W
Y/
W
O
m
NOTE: LAND SURVEY INFORMATION TAKEN FROM
SURVEY DATED MAY 1, 1998 BY DONN W. BOATWRIGHT
FOR LOTS 9 k 10. INFORMATION FOR LOT 7, FROM
RECORDS FROM BILLY M. ARZIE, ARCHITECT DATED
MARCH 20, 1979.
L-'
4-#5 DOWELS
EXISTING BUILDING
1 4"
50'
I9' 8' 8'-4" 8' 5' 4' 7'-8"
8'
1'-4" I I I I I I EXTEND CONC. 2"
DOOR TO FORM DOOR SILL
~ SILL — -
-------- o--------------- ---
--------------------
-----
--------------------- - -- -
4-#5 DOWELS2-#5 DOWELS #5 DOWELS, TYP.
TYP. WHERE SHOWN. WHERE SHOWN. lino -
I it
I
i
Iii° I
NOTE: ALL VERTICAL REBARS MUST HAVE STANDARD it
HOOK AT BOTTOM AND PLACED IN MONOLITHIC SLAB.
WHERE EXISTING VERTICAL REBARS ARE LOCATED THEY Iil
MAY BE USED PROVIDED THAT THEY EXTEND AT LEAST III I
25" ABOVE FINISH FLOOR. OTHERWISE, BEND THEM TO I
FORM A STANDARD HOOK IN MONOLITHIC SLAB. ALL I
VERTICAL REBARS SHALL BE NOT LESS THAN 25" ABOVE II
FINISH FLOOR. I
I 2-#5 DOWELS
TYP. WHERE SHOWN.
I I'
4" CONCRETE W/6x6xl
I II
ON MEMBRANE SLAWASTER ROOFING t OWWF I i j L—
I Iii I
I
� Ili I
�— EXISTING CONC. FOOTING
II �-
I I
#5 DOWELS, TYP.
WHERE SHOWN.
24"x10" CONCRETE I _
FOOTING W/3-#5
BOTTOM ELEVATION IiI
SAME AS EXISTING.
I 2-#5 DOWELS
TYP. WHERE SHOWN. Ili
I
-- _- _
JJ
-----------------oo-------oo
— Z —F- — I DOOR
SILL
8' 7'-4" 7'-4" 7'-4" 6'-8" 6'-8" 6,_8„
30' 20'
NEW CONSTRUCTION
FOUNDATION PLAN
SCALE: 1 /8" = 1 '—O"
iU)
A I
a
no
LO
00 NORTH
a
I
EXISTING CONCRETE FOOTING TO REMAIN.
NOTES:
1. SEE FLOOR PLAN, SHEET NO. 3, FOR
ADDITIONAL INFORMATION CONCERNING
VERTICAL REINFORCING
2. THE SYMBOL "O" IS THE LOCATION
OF #5 DOWELS.
EXISTING PLUMBING FIXTURES
MALE: 1 WC, 2 URNIALS, 1
FEMALE: 3 WC, 1 LAV.
MAXIMUM NUMBER OF SEATS
IN EXISTING BUILDING 70.
MIRROR
GRAB BAR
PAPER HOLDER
ISI �I M `s
RESTROOM TYP. ELEVATION
SCALE: 1 /8" = 1 '-O"
72" MIN. 72" MIN -
I
I
6'-10" V-4"
RESTROOM PLAN
SCALE: 1 /8" = 1 '-O"
50'
I
I
I
B" CONCRETE BLOCK WITH FIRE EXIST DOOR
INSULATION IN EACH CELL. HARDWARE
- - -
----- -�
L- - - - - - - - - - - - - -- - - - - - - - - - _ - - - - - - - - - _ - - - F: / I
0 o a
EXIT
MAXIMUM OCCUPANCY SIGN LIGHT FIRE EXT./
/
/
/
/
/
/
NOTE: SEE FOUNDATION PLAN FOR
I LOCATION AND NUMBER OF VERTICAL
REBARS. VERIFY LOCATION AT
I DOOR AND WINDOW OPENINGS.
/
/
/
Z / r
XZen
a
w w
kj--------------------< U3 \
EXISTING ; W� _ / oZ ,.\ RESTAURANT \ uJ
sJ
Z -i
_ MAXIMUM NUMBER OF SEATS ` II
BAND AREA r w W ,_ \ \ IN ADDITION 24. `.
I I w W' wV;
I W
II
Wo
\ \
\
1/2" GYPSUM BOARD`\ \
ON 2x4 STUDS. \
28 28 ------- -----------\ o o \
I
I
�
I
�
I
I
I
I
o
I
I
=
�
I
L I
I
I
I
I
I
00
NE UM
N
a I
O I N
Ln
\ \
I
MEN WOMENto EXIT `
FIRE EXT.
LIGHT
\ I
D
30 \.
--------
-- -
FIRE EXIST DOOR
HARDWARE
30' I 20'
EXISTING BUILDING NEW CONSTRUCTION FLOOR PLAN
SCALE: 1 /8" = 1 '-O."
DESIGN CRITERIA: All design per "Standard Building Code",
1997 Edition, unless otherwise noted.
1. LIVE LOADS:
Sloped Roof ---------------- 30 PSF
Uplift Roof – – – – – – – – – – – – – – – – 27 PSF (Net)
2. WIND LOADS (1997 Edition–Standard) – – – – 100 MPH
100 MPH equals wind load of 21 PSF wall area.
3. ALLOWABLE UNIT STRESSES:
Concrete (Design per current Edition A.C.I.)
All Concrete --------------f'c = 3,000 PSI
All masonry units shall be laid in Type M, S or N mortar.
4. SOIL BEARING DESIGN LOAD CAPACITY ------2,500 PSF
(OWNER SHALL VERIFY THAT SOIL BEARING CAPACITY AT THE
PROPOSED SITE LOCATION IS EQUAL TO OR GREATER THAN
2,500 PSF).
GENERAL STRUCTURAL NOTES:
1. Unless otherwise shown on the drawings minimum coverage for
concrete shall be as follows:
Slabs on Grade --------------------CENTERED
2. All reinforcing shall be held securely in position with standard
accessories during placing of concrete.
3. Splices in reinforcing, where permitted, shall be as follows:
Welded Wire Fabric ------------------6"
All others----------------------- 40 BAR DIA.
#4 Rebar=20 inches minimum.
#5 Rebar=25 inches minimum.
4. All structural openings around or affected by mechanical electrical
and plumbing equipment shall be verified with equipment purchased
before proceeding with structural work affected.
SHOP DRAW'NGS:
Contractor shall submit to architect for approval prior
to fabrication shop drawings for roof wood trusses.
Shop drawings shall include plan loy–out, axial and
uplift loads.
ENGINEERING DESIGN:
Architectural drawings do not include engineerling design
such as air–conditionings, plumbing,, electrical or any other
design needed. Of engineering items are shown on these
drawings they are intended to show location only and
contain no design.
ADDITION TO EXISTING
VOO-SWAR REST/
EXISTING BUILDING NEW CONSTRUCTION REFLECTED CEILII
REFLECTED CEILING PLAN
SCALE: 1 /8" = 1 '—O"
9
ROOF SHEATHING NOTES:
ROOF SHEATHING SHALL BE 1/2" CDX PLYWOOD. LONG DIMENSION
SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SHALL BE
STAGGERED. SECURE SHEATHING TO FRAMING WITH 8d COMMON
NAILS 8" O.C. AT EDGES AND INTERMEDIATE FRAMING IN ZONE 1.
SECURE TO FRAMING WITH 8d COMMON NAILS SPACED 8" O.C.
AT EDGES AND 12" O.C. IN ZONE 2.
ZONE 2 ROOF SHEATHING IS THAT PORTION OF THE ROOF LOCATED
4' IN FROM ALL EXTERIOR WALLS AND 4' ON EACH SIDE OF ROOF
RIDGE, INCLUDING HIPS.
ZONE 1 ROOF SHEATHING IS THAT PORTION OF THE ROOF LOCATED
IN AREAS OTHER THAN ZONE 2.
PRECAST CONCRETE LINTEL
W/2—#5 AND CONC_ FILL
MIN. BEARING EA. END 8"
EXISTING 802
CONC. TIE BEAM
REMOVE EXISTING
CONC. BLK IN THIS
AREA AS SHOWN.
EXISTING CONC.
BLOCK PILASTER
—REMOVE EXISTNG CONCRETE
4" CONC. SLAB BLOCK IN THIS .AREA AND
FORM 4' WIDE BY 6'-8"
HIGH OPENING AS SHOWN.
PRECAST CONC
W/2—#5 & CC
SEE ELEVATIOt
REMOVE EXISTIN
BLOCK AS SHOT
THIS SHEET.
EXISTING CONC. F
ELEVATION OF EXISTING
CONCRETE BLOCK WALL PRECAST CO
SCALE: 1 /8" = 1 '—O" W/2—#5 & SEE ELEVAT
WOOD TRUSS 0 24" O.C.
CONC.
V/2—#5
VC. FILL
CONC.
H/2—#5
NC. FILL
'n— ` '/` n VOO-SWAR RE8TI
EXISTING BUILDING NEW CONSTRUCTION AND CONC. FILL
nnnr rnAulkip
ROOF FRAMING PLAN
SCALE: 1/8" = 1 '—O""
NOTES:
1. BOLTED TOP PLATE SHALL BE P.T. 2x8 Fb=1250 PSI
MINIMUM. SECURE TO CONCRETE TIE BEAM WITH 1/2"
DIAMETER STEEL A 307 STANDARD ANCHOR BOLT AT
21" O.C. INSTALL WASHER A36 STEEL 2 -INCH DIAMETER
WITH 9/16" CENTERED HOLE, 1/8" THICK. STEEL NUT
SHALL BE SUPPLIED TO FIT THE BOLT BY BOLT MANUFACTURER.
2. A BOLT SHALL BE PLACED A MAXIMUM OF 12 INCHES FROM ANY
END OF P.T. 2x8 TOP PLATE. MAXIMUM HOLE IS P.T. 2x8 PLATE
SHALL BE 9/16'. WHEN SPLICES ARE NECESSARY IN TOP PLATE,
A BOLT SHALL BE PLACED A MAXIMUM OF 6 INCHES FROM EACH
SIDE OF THE SPLICE.
3. EXISTING REBAR DOWEL. IF LESS THAN 25"
ABOVE FINISH CONCRETE SLAB, BEND TO FORM
STANDARD HOOK AND PLACE IN CONCRETE
FLOOR SLAB. INSTALL ADDITIONAL #5 DOWELS
AS SHOWN ON FOUNDATION AND FLOOR PLANS.
T
0
r-
0
®F
Ir r
WOOD tRUSS ® 24" O.C. MATCH EXISTING SLOPE
SEE ANCHOR SCHEDULE FURNISHED BY FABRICATOR.
R-30 BATT INSULATION
FIBERGLASS SHINGLES ON 15 LB. FELT
ON 1/2" CDX PLYWOOD.
P.T. 2x8 PLATE
5/8" GYPSUM BOARD
1/2"0 ANCHOR BOLT 21" O.C.
WITH 2"0 WASHER 1/8" THICK
SEE NOTES NO. 1 AND 2 THIS SHEET,
FILL CONCRETE BLOCK
CELLS WITH INSULATION
4" CONCRETE SLAB
W/6x6x10/1 OWWF
WATERPROOF MEMBRANE J
EXISTING CONCRETE FOOTING
WALL SECTION
METAL DRIP
ATTIC VENT. MATCH EXISTING. 2" WIDE MIN.
8x12 CONCRETE BEAM W/2—#5 TOP AND
BOTTOM W/#3 TIES 32" O.C.
8" CONCRETE BLOCK W/HORIZONTAL
METAL REINF. 24" O.C. VERTICAL
#5 VERTICAL. W/CONC. FILL,
SEE FOUNDATION PLAN
#5 DOWEL, SEE FOUNDATION PLAN
2—#5 CONTINUOUS
SEE NOTE NO. 3 THIS SHEET.
FINISH GRADE