HomeMy WebLinkAboutFloor Planr I 1 el r fA ,kl ( • D W 3 L)9q
wU
mw
w=
=U
One
J Q
J
a
0
n
0
N
= I
Y
0 NEW CONCRETE STEPS,
1 LANDING, AND METAL RAIL
E
I
a
0
O
O
x
Z y
0U
OZ
�a —
ow
N
w U
oZ
cQ
ow
O
o�
Z
=
l7
N
wo
= W
o=
of
N }
mF C
�O
zZ
J }
Q J
H
�a
o�
z0
Q�
za
OJ
00)
zZ
�a
a0
�Z
z� —
Z
z�
OW
W
00
NW
zw
OO
'— Y
.UU X
w
NW B
Q~
0
zZ
50
_0.
�a
�O
J F-
aX
00
X
_U)
Z
�O
aU-)
Z
nW
w2 _
0g
w
O
zW
O�
U0
.O
�U
w 0
�Z
w a
oZ
ZO
U'H
z0
Z
N O
(9
Z A
ZD
w
a�r
aW
O>
J
3=
0
00
o�
Z
<—
N O
=-= 0
a
SOUTH WEST PROPERTY LINE:: 50'-0"
#1795
MANUFACTURED HOME
1,250 S.F.
NEW CONCRETE STEPS,
LANDING, AND METAL RAIL
1 1'-0" 14'-0"
COMPLETE NEW DRIVEWAY
TO EXISTING STONYBROOK DR.
TERMINATE LIKE NEIGHBORING
ADJACENT HOMES
NORTH EAST PROPERTY LINE: 500=0"
,1 SITE PLAN
1. These plans have been prepared per the requirements of the City of Fort Pierce
and the latest edition of the Florida Building Code. The work of all contractors shall
comply with the requirements set forth in the aforementioned codes. No deviations
from the work shown or reasonably implied shall be undertaken without the
Architect's written consent a copy of which must be filed with the Construction
Official. These drawings .are in compliance with the Architect's interpretation of
applicable codes. It is assumed that when a building permit is issued by the Building
Official, that he has thoroughly examined the drawings and specifications according
to the codes. Any changes, etc. made by any party during construction shall be
done so at their sole responsibility
2. No deviations from the work shown or reasonably implied shall be undertaken
without the Architect's written consent, a copy of which will be filed with the
construction official.
3. These drawings incorporate all of the data given to the Architect by the Owner or
Tenant regarding existing conditions, equipment, and furniture. The contractor and
its sub contractors shall before ordering any materials or doing any work, shall verify
measurements, at the project and on the drawings and shall be responsible for the
correctness of such measurements. No extra charges or compensation will be
allowed on account of differences between actual dimensions and the dimensions
indicated on the Drawings. Any difference that may be found shall be submitted to
the Architect for resolution before proceeding with the work.
4. If a minor change in the work is found necessary due to actual field conditions, the
Contractor shall submit detailed drawings of such departure for the approval of the
Architect prior to making any change.
5. The exactness. of grades, elevations, dimensions, or locations. given on any
drawings, or the work installed by any other contractor, is not guaranteed by the
Architect or the Owner. The Contractor shall, therefore, satisfy itself to the accuracy
of all grades, elevations, dimensions, or locations. In all cases of interconnection with
its work, with existing conditions or with other work, the Contractor shall verify at the
site all dimensions relating to such existing or other work. The contractor shall
promptly rectify any errors due to the Contractor's failure to verify such grades,
elevations dimensions, or locations without any additional cost to the Owner.
6. In the case of overlapping or conflicting requirements in the plans, specifications,
bid documents, or other design -related documents, the most stringent requirement
(generally the most costly) applies and will be enforced, unless more detailed
language written directly into such documents clearly indicates that a less stringent
requirement is acceptable.
7. The Mechanical, Electrical, Plumbing, Sprinkler, Fire Protection and Irrigation
drawings are diagrammatic only and are not intended to show the alignment,
physical locations, or configurations of such work. Such work shall be installed
without additional cost to the Owner to clear all obstructions, permit proper
clearances for the work of other trades, and present an orderly appearance where
exposed. Prior to beginning such work the Contractor shall prepare coordination
drawings showing exact dimensions, alignment, physical location and configuration
of the Mechanical, Electrical, Plumbing, Sprinkler, Fire Protection and Irrigation
installations and demonstrating to the Architect's satisfaction that the installations will
comply with the requirements herein and with all codes and standards.
n GENERAL NOTES
14'-0'
E1
A-501
0
0
N
B1
A-501
un IY
STONYBROOK DR
TYP. C4 TYP. A4
A-501 A-501
I _ TYP. B4
I I -
I I I I I I I
I I I I I I
I
T I. C4 �_ I Y A4
II A-501 I I A-501 I
I I I I I
I
NEW DRIVEWAY - 3,000 PSI
CONCRETE W/ 6-16 10-10 WWF
ON WELL COMPACTED CLEAN
SAND FILL
8. These drawings do not contain complete specifications, details and information
required for the total completion of the project. Additionally information shall be
obtained from the owner and vendors regarding equipment to be used and shop
drawings and fabrication specification. Technical competence shall be expected of
the Contractor. The Contractor shall be knowledgeable, skilled and professional and
experienced and will use only skilled craftsmen on the project. The Contractor shall
have the knowledge, skill and experience necessary to complete this project in an
expert and workmanlike manner using that information provided on these drawings,
and those of others.
9. Without prior approval of the Owner, the Contractor shall not permit any workers to
use any existing facilities at the project site, including without limitation, lavatories,
toilets, entrances and parking areas other than those designated by the Owner.
Without limitation of any other provision of the Contract Documents, the Contractor
shall use its bet efforts to comply with all rules and regulations promulgated by the
Owner and Landlord (if applicable) in connection with the use and occupancy of
the project site and the building, as amended from time to time.
10. The Contractor shall conform to all codes, ordinances, and regulations having
jurisdiction which shall take precedence over anything shown on these drawings.
Therefore, before the Contractor shall proceed with construction, he shall thoroughly
familiarize himself with not only these plans and plans of others, but with all codes,
ordinances, and regulations having jurisdiction over this project and shall comply with
the most stringent. The Contractors work to be performed shall be governed by the
above and all work actually performed shall on the basis of the above.
11. The intention of the documents is to provide for work complete in every detail
even though every item involved may not be shown or mentioned in particular.
12. The Contractor agrees that he has carefully examined the site, and that from his
own investigation, he has satisfied himself as to the nature and location of the work,
the general and local conditions, and all matters which may in any way affect the
work or its performance. Contractor further agrees that commencement of the work
will constitute a representation by Contractor that he has reviewed the Contract
Documents, and to the best of his knowledge that the Contract Documents are
sufficiently detailed and complete to permit Contractor to 1) determine all costs in
order to complete the Project within the Contract Sum, and 2) to complete the work
in a timely manner within the Contract Time in accordance with the Construction
Schedule. Contractor shall promptly inform Architect and Owner of any errors or
discrepancies in the Contract Documents. By submission of a bid and acceptance
of a contract the Contractor does warrant that the drawings and specifications are
adequate as drawn to produce the intended result. No claim for any extra shall be
allowed because of the alleged impossibilities in the production of the results
specified or because of unintentional error or conflicts in the plans and specifications.
13. The Contractor shall coordinate and adjust, as may be required, all his work and
the work of all other trades that are to perform services and/or supply materials for
the Project.
14. All materials and equipment furnished for the project shall be new unless
otherwise specified, and all work shall be of good quality and free from faults and
defect§. All work shall be guaranteed for one full year from the date of Certificate of
occupancy. All manufacturers warranties shall be in excess of the Contractor's
guarantee.
-------J I I I
I I
8" MASONRY SCREEN WALL
CONTINUOUS � I
I I
I I
I
I I I
YP. A4
VERTICAL REINF. IN GROUT LT
I A-501
FILLED BLOCK CELLS AS SHOWN � I
I I I I
I I I
I I I I
4(
I I I I
IEARTH CRAWL SPACE
I
�e I FYI. YAA4
A-5o1 I
I I
8"x24" CONCRETE FOOTING
WITH (2) #5 CONTINUOUS.
SEE DETAIL A 1 /A-501
I
i
I j. II
I D4 TYP. I I
A-501
I I I
I I I
I I I
I
I
®� FOUNDATION PLAN
D J 1 /4" 0 V-0" p 2• 4• 8.
FLORIDA BUILDING CODE BUILDING 5th. Edition FBC-R 2014
f )
FLORIDA BUILDING CODE RESIDENTIAL 5 - th. Edition (FBC R) 2014
OCCUPANCY CLASSIFICATION RESIDENTIAL (R)
TYPE OF CONSTRUCTION VB
(MAX. HEIGHT) (10'-0"-MOBILE HOME)
(MAX. STORIES) (1 - MOBILE HOME)
MAX. AREA 1,640 S.F. - OUTER EDGE OF FOOTING
SPRINKLERED NO
FRONTAGE ONE SIDE
SCOPE OF WORK: TO PROVIDE A FOUNDATION FOR A NEW
MOBILE HOME, WHICH INCLUDES A CONTINUOUS CONCRETE
FOOTING, BASE MASONRY WALL, AND CONCRETE DRIVE WITH
STEPS UP TO THE MAIN ENTRANCE.
NO PLUMBING WORK REQUIRED.
NO MECHANICAL WORK REQUIRED.
NO ELECTRICAL WORK REQUIRED.
TOTAL APPROX. BUILDING AREA: 1,250 S.F
APPROX. AREA OF THIS PROJE(:T: 1,540 S.F
P: _ 44
A 501 I
8"A"THICKENED EDGE W/ (1)
#5CONTIN000S. SEE DETAIL
A1/A-501
I I
8"x8"THICKENED EDGE W/ (1)
45CONTIN000S. SEE DETAIL
A1,'A-501 AT DRIVEWAY
BEYOND MASONRY WALL
I I
DETAIL MA2K
SECTION DETAIL
gRM11110111
NOTE:
FOUNDATION DESIGN BASED ON
2500 PSF SOIL BEARING CAPACITY
OEM
XX DRAWING NUMBER
® A-500 SHEET NUMBER
!hs
TYP. XX DRAWING NUMBER
A-000 SHEET NUMBER
XX ELEVATION NUMBER
A-000 SHEET NUMBER
ELEVATION GROUND ELEVATION
FLOOR LEVEL ABOVE FINISHED FLOOR
DRAWING
rB_`�_
LEGEND_
/ 4 0 \
NEW ALUMINUM GUARDRAIL
AND HANDRAIL, SEE DETAIL
A2/A-501 FOR MOUNTING
CONTRACTOR / BUILDER VERIFY
LOCATIONS OF DOORS IN THE
MANUFACTURED HOME PRIOR TO
COMMENCING CONSTRUCTION
NEW -ALUMINUM GUARDRAIL - --_.
AND HANDRAIL, SEE DETAIL woosI waft
A2/A-501 FOR MOUNTING
� FLOOR PLAN
B 5 1 /4" = V-13"
THIS PERMIT-`
ift LOCATION
SHEET
INDEX
SHEET NO.
TITLE
G-001
COVER SHEET, PLANS, AND NOTES
A-501
DETAILS
h
HEET INDEX.
I
_ -ao
N N
V
V
M O
0 rn
J
w
J}
$q
a
W
0
J
W ,
W
X
W
W w
0
W
Z
W p
00v
O)
J
W r
,>r ,
Z '
AA22600173i
❑ WILLIAM J. GALLO FL AR0008440
A
N
O
t.0
r
a
❑ BRIAN P. HERBERT FL AR0015474
A SCREEN WALL AND
STEPS FOR. A
MANUFACTURED HOME
1795 STONYBROOK DR
FORT PIERCE, FL
rv-
ICs
GOLDEN PONDS
COMPANY NAME
REVISIONS
No. Description Date
PERMIT
2017-05-05
PROJECT ER
40-2017
AS SHOWN
DRAWN BY CHECKED BY
AM JET
DRA'v"Jii� TI
COV I3MAli� ,
G-001
w
w=
_C)
Ow
J Q
0Q
2 COAT STUCCO W
TO MATCH EXISTING NEIGHBORHOOD
FRONT ELEVATION
1/4" = V-0"
w 34"-38" HIGH HANDRAIL
0
0
O
w
z
U
z
3
0
� D
w
w
0
¢
z
0
J
0
z(16
0U
OZ
sna
ow
ww_
0�
cz
O LL
_O
ow
U W
=Z
O�
55
�w
ow
of
w
N_
m� C
bO
O Z
�r
J
ya
z0
¢O
za-
oa
� J
O _
0co
zo
62Q
0�
WZ
z�
z0
O
UW
ww
x
0�
no
,n W
Z W
Oo
IU—i 0
w
�= B
¢~
N z
zZ
50
>
.0
=a
�o
� a
=N
Z
wo
¢U)
o Z
n W
� U
0g
W
0
aw
0
�O
U
O
9Z
�Q
om
U'F
U Z
¢ 0 4"
NU
ZZ A
Z ~
w
}
� LL
a�
o>
Q J
Q
oN
ZW
00
0�
>Z
¢Z
O
�U
0'-0"
FIN. FLOOR
v
c�
0 2' 4'
7 All'011 1111 I I I I A I. If MA 11
CONCRETE STEPS. SEE
DETAIL D4 THIS SHEET
DRAWINGS FOR ALL GUARD AND TO MATCH EXISTING NEIGHBORHOOD MATCH EXISTING IN NEIGHBORHOOD
HANDRAILS
LEFT SIDE ELEVATION
1/411 = V-01, 0 2' 4 6.
0'-0'1
FIN. FLOOR
REAR ELEVATION
1/4" = 11.011 0 2' 4' e'
RIGHT SIDE ELEVATION
1/4"= 11.011
0 2 4' s
1-----
8"x8" CMU TYP.
!
4" CONCRETE SLAB
' (1) #5 VERTICAL BAR
M
_ j (2) #5 BAR
I` r�rI I_ =(i i
^m
j t
1 16"x12" THICKENED EDGE
COMPACT FILL
¢• �'
•� Ig -- (1) #5 BAR
8'k8"THICKENED EDGE
SLAB
THICKENED EDGE
3/4" 11-01, 6 1' 2' 3'
MANUFACTURED
RESIDENCE
2 COAT STUCCO W/ BRICK PATTERN TO MATCH EXISTING NEIGHBORHOOD
42" HIGH GUARDRAIL
34"-38" HIGH HANDRAIL
CAST -IN -PLACE —
CONCRETE STEPS. SEE
DETAIL B4 THIS SHEET
SCREENED
ENCLOSURE
MATCH EXISTING IN NEIGHBORHOOD TO MATCH EXISTING NEIGHBORHOOD
ALUMINUM SLEEVE POST
METAL BASE COVER
WEDGE BOLT 12" O.C.
l�
k
GUARDRAIL MOUNTING
A23" = 1'-0.1 0 311
OI 111 flrfl ff fl/\„Iflr 1-1. Il�1�1��n �1� t•i Ian
NOTE:
THIS DETAIL IS FOR ILLUSTRATIVE PURPOSES
ONLY, AND THE BUILDER SHALL PROVIDE
ENGINEERED SHOP DRAWINGS FOR ALL
GUARD AND HANDRAILS.
SIDE MOUNT ACCEPTABLE. G.C. TO
ENSURE 2" MIN. DISTANCE CORE DRILL
FROM EDGE OF CONCRETE SLAB TO
PREVENT CRACKING.
" HIGH GUARDRAIL
-38" HIGH HANDRAIL
5-4" 1'-0" 1'-0" 2'-011
r.
I
I 6 a 31
LO I~
ICN
25"
1834
121
4
4 6 4'.
m
4 6 1 1 .0 01
N I
1/4" = V-011
STAIR SECTION 1
D41/2" = 11-01. 0 1, 2' 4•
(2)#5 II
0,
IN
GRA
1 STAIR SECTION 2
1/2" = V-0"
(1) #4 AT NOSING TYP
GRADE
]'-0" 11-01, 11.01,
4" CONC. SLAB W/ 6x6 10/
IOWWF
ALUM. GUARDRAIL POST "CORE -DRILLED"
INTO SLAB TYP. SEE SHOP DRAWINGS
#4 CONT. @ PERIMETER
CAST -IN -PLACE CONCRETE OR 8x8 U
BLOCK W/ (2) #5 CONT. FILLED SOLID
24"Wx8"D W/ (2) #5 CONT. USE
3000 PSI CONCRETE. DOWEL
INTO DRIVEWAY W/ 2 PART
EPDXY IN A %"x3' HOLE
4" CONC. SLAB W/ 6x6 10/
10 WWF
ALUM. GUARDRAIL POST "CORE -DRILLED" INTO
SLAB TYP. SEE SHOP DRAWINGS
#4 CONT. @ PERIMETER
CAST -IN -PLACE CONCRETE OR
8x8 U BLOCK W/ (2) #5 CONT.
FILLED SOLID
BRICK SCORED STUCCO
NEW CONCRETE DRIVEWAY
(1) #5 IN FILLED CELL @ 4' O/C
MAX. DOWEL INTO FOOTING
3'-0"
I e m
Ali 1 HH1I 'A
t t 7 @31( r d' I 1q�ta! 1
���� � q Irat i I 3 ) 1 !
«,? Y + 3t i 11' k� 1:MIEt 3` it ifi t I)I €IC J
331 II ) 1 I 11 la! EIE i 11 II I ,q" I11 11 i II` ,.
1�
�€ P I, is I( II (�pIr
"I I 1l a : ( �k 6t tEI lI' ,Il ��€ 11 II 11 11t- �.
�i� IE1 i I iS? II! �Eai 41 i Eal LL � �IR' 31 1P7 1 li! ,i€I � a
1 1€11 3is 3I 16 1° I1 11 a,t i11 E';'I 1"I 1tli Il =IhI19� 'll �1g' '1..
�iE€ �€ Ill�i� EMI ail I! CIE
`1dT,II��I`s11Iipllsl€ 11,'s! ".,IIi I NOTE PROVIDE2.36x36#5CORNERBARS IF fq"
STAIR SECTION 3
64 1/211 = 11-01, a 11 2' 4'
EXISTING MANUFACTURED
RESIDENCE
CAST -IN -PLACE CONCRETE
—\
OR 8x8 U BLOCK W/ (2) #5
CONT. FILLED SOLID
PRE-ENGINEERED TIE DOWN
STRAP & APPROVED
ANCHOR
BRICK SCORED STUCCO
NEW CONCRETE DRIVEWAY
`111E1 a
NOTE: PROVIDE 2-36x36 #5 CORNER BARS
EI
lg7,i }�
Ili I ' it 1).
,?�� •��i
24"Wx8"D W/ (2) #5 CONT.
's li0Ih 1
USE 3000 PSI CONCRETE
NOTE: THESE DECORATIVE SKIRT WALLS ARE NOT
DESIGNED TO SUPPORT OR TIE DOWN ANY STRUCTURE
WALL SECTION
1/2" =11.T 0
r 21 4'
4" CONC. SLAB W/ 6x6 10/
10 WWF
#4 CONT. @ PERIMETER
CAST -IN -PLACE CONCRETE OR 8x8 U
BLOCK W/ (2) #5 CONT. FILLED SOLID
(1) #5 IN FILLED CELL @ 4' O/C
MAX. DOWEL INTO FOOTING
24"Wx8"D W/ (2) #5 CONT.
USE 3000 PSI CONCRETE
2 `-
IL o
8
M O
M
O°
J r
x
W
m
MT
J
W
IF
w X
w
wLL
w
Oo
o
iiR
w
Z M
U
O
a- rn
�m
AA22600I731
❑ WILLIAM J. GALLO FL AR0008440
ff
0
N
iV
o
co
/
❑ BRIAN P. HERBERT FL AR0015474
^Rv�€
A SCREEN WALL AND
STEPS FOR A
MANUFACTURED HOME
1795 STONYBROOK DR S
FORT PIERCE, FL
— OWNER
GOLDEN PONDS
COMPANY NAME
REVISIONS
No. Description Date
I
PROJECT STATUS
PERMIT
2017-05-05
PROJECT NUMBER
40-2017
SCALE
AS SHOWN
DRAWN BY CHECKED BY
AM JET
DRAWING TITLE
ELEVATIONS,
SECTIONS DE
� i