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1. HOUSE FOOTPRINT
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2. FRAME ADDITION 323 SQ. Fr.
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X 3. FRONT PORCH
Q. FT.
4. REAR YARD SCR. PORCH 300S
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36
IrN
0 5. A/C PADS
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6, DRIVES AND WALKS
4670 SQ. FT.
ACEAREA
ADDITIONAL IMP �,RVIOUS SURF
444 SQ. FIT.
TH/CLOSET/LDY
1. BA
150 SQ. FT.
Jr
A._r 2. POOL DECK
600 SQ. FT.
3. PARKING
460 SQ. FT.
4. ADDITION DRIVEWAY
TE DECKS 282 So . FT.
5. CONCRE
1936 SQ. FT.
PMOVED
r
S SURFACE AREA R],
IMPERVIOU
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Y
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TOTAL IMPERVIOUS AREA
No,
6,066 SO.,FT 46% < 50%
PERCENTAGE COVERAGE 13,078 SQ. FT.
T_
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"A STORM WATE
V ;�, /,/ I j:�
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PRE-DEVELOPMENT IMPER
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0 POST-DEVELOPMENT IMPERVIOUS AREA: 5744 SQ. FT.
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12
ATER
U. FT. OF STO
PROVIDE 912 C
777
ON SITJL:j
t L DENTE
V1.1 Ldp�f NTION
Pity f�Atlant=cBeach
Planning and zoning Department
X This approval verifies compliance with applicable
�7- LAO zoning, subdivision and other local land
development regulations, but does not constitute
AL
�i- approval for the issuance of permits. Compliance
-1� �� with Florida Building Code and all other applicable
lip
local, State and Federal permitting reuirements
must be verified by signature of the C of Atlantic
ity
Beach Building Official prior to the issuance of a
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HERZOG " SIDENCE CODES - ORDINANCES - STANDARDS DRAWING INDEX
1. LAND DEVELOPMENT CODE, ATLANTIC BEACH
ADDITIONS & ALTERATIONS 2. FLORIDA RESIDENTIAL CODE, 2010 EDITION SHEET I SITE PLAN
3. FLORIDA ENERGY CODE, 2010 - SURVEY
1633 PARK TERRACE EAST 4. FLORIDA PLUMBING CODE 2010 GARAGE FOUNDATION PLAN
5. NATIONAL ELECTRIC CODE, LATEST EDITION GARAGE FLOOR PLAN
6. FLORIDA ACCESSIBILITY CODE, 2010 EDITION SITE CRITERIA'
ATLANTIC BEACH9 FLORIDA
STRUCTURAL CRITERIA SHEET2 FOUNDATION PLAN
1. COASTAL ZONE NOTES & DETAILS
2. 130 MPH, -AWOR 1LBORE""MA
3. DESIGN PRESSURES FOR COMPONENTS AND SHEET3 FLOOR PLAN
CLADDING FOR OPENINGS. SEE SHEET 3. ALL DESIGN RESSURES
DOORS, WINDOWS AND FIXED GLASS OPENINGS BUILDING SECTION
ARE IMPACT TYPE.
13FEORGE BULL JR ARCHITECT SHEET4 EXTERIOR ELEVATIONS
4. GRAVITY LIVE LOADS: FLOOR 40 LBS. / SQ. FT. &
ROOF 30 LBS. /SQ. FT. ROOFING SPI�'IFICATIONS
AR0004568 5. WIND PRESSURE LOADING: 40 LBS. / SQ. FT. CALCULATIONS & DETAILS
6. WIND UPLIF LOADING: 40 LBS. / S. FT.
1800 SEVILLA 113OULEVARD - SUITE 3 7. SOIL BEARING PRESSURE: 2,000 LBS./ SQ. FT. SHEET 5 OPEN PORCH & GARAGE
A. FRAMING
B. ELEVATIONS
ATLANTIC BEACH9 FLORIDA 32233 SEE STRUCTURAL CALCULATIONS & CONNECTORS
C. SECTIONS & DETAILS
TEL: 04-2 6-4469 EMAIL: bulltoolkaol-com FAX: 904-247-2816
SHEET6 ELECTRICAL& A/C PLANS
NOTES & FIXTURES
ot rk vim
lo
FILE r
L
REVMWED FOR CODE COMPLIANCE
CITY OFATLANTIC.BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS.
BY. DATE:
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PROPERTY AREA:
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EXISTING IMPERVIOUS-SURFACE A
Z ,351 2160 SQ.FT.
1. HOUSE FOOTPRINT
4 323 SQ. FT.
-7 FRAME ADDITION
2
k
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t x SQ. FT.
"o"s 300
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------ 36 SQ. FT.
let J�P-f 5. A/C PADS 171USQ,_FT,
6, DRIVES AND WALKS
4670 SQ. FT.
AREA
ADDITIONAL IMPERVIOUS SURFACE-
444 SQ. FT.
1. BATH/CLOSET/LDY
150 SQ. FT-
2. POOL DECK
3. PARKING 600 SQ. FT.
'ON 460 SQ. FT.
VEWAY
4. ADDITION DRI
T- o 2 JT-
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A REMOVED
SURFACE ARE
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f TOT US AREA
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'PERCENTAGE COVERAGE 66S
13',078 SQ. FT.
W,
T_
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77
- -------J_ ENTION
STORM WATER DET
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PRE-DEVELOPMENT IMPERVIOUS
0 Coll 4:5� 5744 SQ. FT.
9 POST-DEVEL
OPMENT IMPERVIOUS AREA:
wo
70(.2) + 4670(l)= .48
13,078,-416
-DEVELOPMENT PA(.2)+ I
PRE
13,078
TA
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-A
POST-DEVELOPMENT PA(.2)
13,078
z TA
1177.02 SQ. FT.
.48 .09 X 139078
v .57
DELTA VOLUME
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12
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ORM WATER
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WWWWW"10101 IN W
FOUNDATION NOTES
1 Cutback the existing storage room slab
a minimum of 4 inches.
2. Excavate and form the existing slab and
thickened edges.
3. �iAll reinforcing shall be #5 deformed bars.
Lap bars 24 bar diameters.
4. Tlace new clean compacted soil over the
existing slab and new graded areas.
5. 1
,Provide soil poisoning for termite
pr6tection.
6. Provide .006 visqueen moisture barrier
over the soil poisoned soil.
7. JAII concrete shall be 3000 PSI with fiber
mksh reinforcing.
8. ,IProvide 2 layers of 6" X 6" 10/10 WWF,
3 it. wide at all slab edges. Lap mesh 3 inches.
C)
8. Anchor bolts shall be 1/2 inch diameter
W W6o
*ith a minimum of 7 inch imbed on the vertical
leg and must have a lug end or a 2 inch
horizontal leg. Place bolts at 32 inches on centers.
S�. New slabs shall be flush with the existing
interior house slab ant 10.08'.
10. Provide 1/2 inch expansion joint material
at the intersection of the new slab and the
existing foundation wall.
The slab shall be finished smooth with a
stoel trowel.
12. Hold down connectors are hot dipped
g 'Ivanized with epoxy adhesive by Simpson.
a
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'--�1Z
0
IV
FLORIDA RESIDENTIAL CODE 2010
DESIGE PRESSURES FOR OPENINGS
TABLE R301.2(2)
RESULTS SHOWN ARE IN Pk F
(4M)
J1 iSURES
SQ, FTG.
MARK SIZE
4 +32.4 & - 29.0 q;
A 31-09" X 5 -6" 16.5 SF
16.5 SF 4 +32.4 & - 29.0,
B 3')-0") X 59-6"
+29.3 & - 27.3
.4 SF 4
>
c 51-0" X 65-8'9 33
+32.4 & - 29.0
-1-25.4 &
D 41-0" X 4%0" 16.0 SF 4
4(4> - 27.2
26.7 SF 4
E 49-0" X 6'-8'
4.7 & - 30.4
+3
.6
F 39-0')' X 31-0") 9.0 SF 4
46 +
'14S�w Ff� 4 30.4 & - 33.0
G 2 -0')' X 2 9-6)' 5.0 SF
- 30.4
4 +34.7 &
-8
X 4'-4"
10.7 SF
29 1-0
H 4 30.4 & - 33.0
o 17.8 SF 4
2 '-879 X 6' 1.7.2 & - 34.3
-0" X 6'-0 toll*
------ I - , T , 48.0 SF 4 04
ez"l V 8 14 ,
- 38.0
+29.0 &
5
-01' X 6'-01" 30.0 SF
K 51
- 38.0
5 +24.0 &
L 39-Oil X 6'-89) 20.0 SF
+29.0 & - 38.0
J� CIA 5
0 30.0 SF
......-41 ------- m 51-01' X 61-
+29.0 & - 38.0
X 61
N -899 17.8 SF 4
2'-8
+29.2 & - 34.3
-019 X 4'-0" 16.0 SF 5
C)
0 41
+25.9 & - 28.4
4
P 181-0" X 8)-0"' 144,0 SF
+29.0 & - 31.6
4
39-01" X 6)-8" 20.0 SF
5 - 38.0
Q
+29.0 &
69-019 X 7)-0"
R 42.0 SF
+29.0 & - 31.6
45-0')' X 59-
0 20.0 SF 4
s +29.0 & - 31.6
T 41-0") X 51-0" 20.0 SF 4
-0" 20.0 SF 4 +29.0 & - 31.6
All, U 41-0" X 5'
+29.0 & - 31.6
X 5'-0" 20.0 SF
4
v 41-0
4 +30.4 & - 33.0
2%6" X 2'-6" 6.3 SF
W
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ROOF COVERING ASPHALT SHINGLES
ROOF SLOPE 3:12
1. Asphalt shingles, underlayment,flashings, valleys and drip edges,and their
installation, shall be in accordance with the Florida Residential Code,2010 Edition
sheathed decks.
�-�.-Poro 2. Asphalt shingles shall be fastened to solidly
Type 1.
3. Underlayment shall conform to ASTM D 226,Type I or ASTM D 4869
imum of two layers of felt and applied as
....... Underlayment application shall be a min
be applied shingle fashion,
follows: Starting at the eave,the underalyment shall
parallel to the eave,and lapped a minimu
in of 2 inches and fastened sufficiently to
—------- remain in place.
and shall have self seal strips or be
4. The asphalt shingles shall match the existing
ly with ASTM D 225 or ASTM D
I t::71 interlocking and comp
in accordance with the
5. Asphalt shingles shall be secured to the roof sheathing 00
for 130 MPH f-MIC0.11 11.0
manufacturers recommendations and test data
4 1 Code. Fasteners shall be
as defined in the Florida Residentia
gage and shall penetrat
e through the
nless steel, minimum of 12
galvanized or stai
1�4 r shall submit to the Atlantic Beach Building 4= C)
roof sheathing. The Contracto
=
Department all applicable manufacturer's information and test data as required to
roval Number for the shingles
meet these requirements along with the Product App
eq
used.
gill facturer's installation
"Mil 111MIN00110911 Nn 0-4
6. Valley linings shall be installed in accordance with the manu
4 or open valleys, lined with metal,
instructions before applying the asphalt shingles. F Z 0
........... ............... inimum. For closed valleys, En
the lining shall be .024 aluminum, 16 inches wide m
covered with shingles, the lining shall be one ply of smooth roll roofing, minimum of
nches wide and complying with ASTM 1970.
36i
pped a minimum of
7. Aluminum Drip Edge shall be provided at roof edges and overla
inimum below the P.T. 1 X 2 and back on
xtend 1/4inch in
dges shall e
2 inches. Drip e
es shall be nailed not more than 12 inches
um of 2 inches. Drip edg
the roof a minim
on centers.
BUILT UP
ROOF COVERING
ROOF SLOPE 1:12
omposed of the
1. Provide and install 4 ply minimum built up roofing system c
following.
curely fastened at 12 inches on centers each
ofing felt se
2. Provide a first ply of 15# ro
way with approved galvanized roofing nails.
ply of 15# felts shall be secured to the system with a hot
3. The second and third N
mopped asphaltic roofing cement.
ured
e ply shall be 90 4 mineral surface roll roofing sec
4. The final weathering surfac
imum of 2 inches in the direction of the slope. C4
with roofing cement and lapped a min
the existing shingles.
5. The mineral surface roofing shall be red to match
he Shingle Section above and installed
e drip edges ndicated in t
6. Th shall be as i
sidential Code, 2010 Edition.
7. Comply with the requirements of the Florida Re
NG AND MEMB
METAL ROOF
The membrane under the met
stem shall be equal to W. R.Grace,40 mill, "Ice
al roofing sy e with the manufacturer's
$hieldl, mem
brane, installed in accordanc
and Water metal roofing with
74T!Inrl!!�, mmendAtion
-1 - -A& 46kf s. T
"k- N - reco he metal roofing system shall be 24 gage Galvalume
Q5A th I inch standing seam
ns, 16 inches wide wi
f4 clear coating. Style shall be staiidi"g scam PA ing on
9 use protective cover
and concealed fastening devices. The roofing contractor shall
footwear to Assure a blemish free finish surface.
MINIMUM=
----------
GARAGE DOOR HEADER
SPAN: 18'-0"
DEAD LOAD: 10 lbs. sq. ft.
64
LOVE LOAD: 30 lbs. sq. ft.
w = 40 lbs. /sq. ft. X I I ft. = 440 lbs. lin. ft.
M=
w( I )( I) 440(18)(18)(12)_ 213,840 in. lbs.
8 8
S in 213,840 89
F 24QO
se:
ROOF UPLIFT
GARGAE
SPAN: I V —0"
UPLIFT: 40 lbs. sq. ft.
00
6 tv I Ho� DEAD LOAD: 10 lbs. sq. ft.
NET UPLIFT: 30 lbs. sq. ft. X I I ft. X 2.00 ft. 660 lbs. truss end
Use: HIO = 905 lbs.
GARAGE UPLIFT WALL
NET UPLIFT: 30 lbs. /sq. ft. X I I ft. X 1.33 ft. 439 lbs. stud
Use: SP4 ea. �tud 730 lbs.
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USE SP4 (STlUD)'&-H3 (ROOF) CONNECTORS AT MAIN HOUSE
..........
2-2 x 4 or 6:Plate
SP4 or SP&Ea. Stud (A
2 X Or 3 X Header
With 1/2 Inch Plywood
Between
48 Inch Metal Strap
Ea. Side
opening
�A I
2 Full Studs & 2 Cripples
ni gs Up to 8 Feet
For Ope q
Wide — 3 Full Studs & 3
OTA
7:
4 (0 (04)
0A ------- Cripples for Openings
.4v
Exceeding 8 Feet Wide
2-2 X 4 or 6 Sill
SP4 or SP6, Ea. Stud
1011
OPENINGS DETAIL
with he
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40
4
STRUCTURAL NOTES AND SPECIFICATIONS
�0
44�, --0
1. Codes: Florida Residential Code, ACT, ATIC, AWPA9
APA (Latest Editions)
2. Live Loads:
J P414440.1
lip..... Roof:30 PSF
3. Wind Loads: 130 MPH, Wind Debris Zone
40 PSF
Basic Velocity Pressure:
Q V
40 Por
Uplift:
4' Materials:
-1-_1_- t 1�6 "I P. � ) "" � J -1 A
. ..... .....
Concrete: (Normal Weight, 28 Days)
Slabs: 3,000 PSI
WF
CP -
Reinforcing: Fiber Mesh & 6" X 6" W T
5. Lumber: Florida Building Code
T
6. Dimension Lumber exposed to weathering and in direct
ressure treated
contact with concrete or masonry shall be p
A"I
e
7. Plywood: 1/2 inch or 5/8 inch thick, APA CD (Ext rior Grade):,
12 inches on
Nails: 8D * 6 inches on centers at edges and 174 IF-." 47 1,
� I
centers in the field.
..............
lie 8. Framing anchors: .Simpson or approved equal, hot dipped
ated.
galvanized, if available, or zinc pl
9. Allowable so 2,000 PSF
il Bearing pressure:
WOOD TRUSSES: The Contractor shall provide the Engineering
the Wood Fl or and
and Drawings for the Permit requirements for
Roof Trusses. Design shall be in accordance with the Flori .......
A�
r 130 MPH, T�,I — ---P" -
Residential Code fo
'ST
T_
X-R- -
BOLTED CONNECTIONS: Unless otherwise noted, bolted
IL
connections shall be composed of 1/2 inch diameter through bolts,
nuts. All pieces shall be hot dipped
with washers both sides and
steners shall be hot dip ed
-galvanized. All other bolts, and fa p
galvanized, if available, or zinc plated.
All framing nails shall be hot dipped --—----------
& SCREWS: .......
NAILS
plated. All finish nails that are exposed to
galvanized or zinc
weAthe
ring shall be stainless steel. N1,111
Screw 'that are exposed to weathering shall be stainless steel.
s
f r
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F-E
ELECTRICAL NOTES AND FIXTRUES
NOTES
1. Comply witt. all applicable codes and ordinances.
2. Lamp all fixtures.
3. All outlets shall be smooth white plastic and switches �hall be smooth white plastic,
r 00
decor type. Provide dimmer switches in locations as reqaested by the Owne (40) eq
�* eq
4. All outlets in wet locations shall be GFI
5. Bedrooms -Provide arc fault branch circuits for fixtures and outlets.
6. The Electrical Contractor shall provide service, panels, disconnects,wiring, branch
circuits, etc. as required for the proper operation of all electrical equipment and
components.
>
7. Exterior boxes shall be plastic. W)
Security
8. Cable or Satellite TV, Telephone System, WyFi Internet Access System,
System and MusicAStereo System to be provided by the Owner.
FIXTURES
-AT, recessed housing with P8066-28 white step baffle trittit and
A. Progress P87
75 watt Par 30 lamp
04
-30EB surface fluorescent,49 inches X 16 inches wide X 4-1/2
B. Progress P7264
inch deep with 120 volt HPF ballast and 4-F32T8 lamps
C. Progress P87-AT recessed housing with P8068-21A Azak reflector cone and
75 watt Par 30 lamp
ar 38
P8074WI-28 trim and 75 watt P
D. Progress P87-AT recessed housing with
lamp
E. Existing Fixtures,C.O's. Switches, Fans, etc.
-M F. Pendant Fixtures- Selected by Owner.
-75 watt
G. Exterior Bracket Light selected by Owner 1
-19 lamp
All, H. Porcelain Socket with 100 watt AL
-2-
Exhaust Fans: Nutone white QTXEP4080
PB & Chimes: Nutone Model BK1472WH recessed chime with
-:44
lighted, push button
or opening/closing system with 2 remote and one
Provide Overhead Garage Do
key-pad operators
Cq
it
AIR CONDITIONING NOTES
1. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
2. CO-ORDINATE ALL WORK WITH OTHER TRADES.
3. PROVIDE A CERTIFIED ENERGY ANALYSIS AS REQUIRED BY THE FLORIDA
RESIDENTIAL CODE AND ALL LOCAL JURISDICTIONS.
4. ALL DUCTWORK SHALL HE FIBERGLASS DUCTBOARD AND FLEXIBLE
ROUND DUCTS.
SID 5. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED.
6. ALL REGISTERS SHALL BE BRUSHED ALUMINUM.
V),
7. PROVIDE DIGITAL THERMOSTATS AS REQUIRED FOR THE EQUIPMENT.
7 8. ALL WORK SHALL BE PERFORMED BY A QUALIFIED AIR CONDITIONING
10 CONTRACTOR.
9. THE AIR CONDITIONING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN AND PROPER OPERATION OF THE SYSTEMS AND SHALL WARRANT
SAME.
-let
It)
------- 10. THE NEW AIR CONDITIONING SYSTEM SHALL BE SPLIT SYSTEM HEAT
PUMPS EQUAL TO BRYANT OR TRANE'. THE UNIT SHALL BE COASTAL
QUALITY WITH A 5-YEAR COMPRESSOR WARRANTY.
—----------
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