HomeMy WebLinkAbout1205 Saginaw Dr 06-452 Front gateRECEIVED
c CITY OF SANFORD PERbII'PAPPLICATION 0 C T 14 2005
Permit # : �` 5 Date:
Job Address: 120s' "5-devna tr Dr., .�i1,MPukb . �`!, -i22 ).) l33 - 36- l6A 0138.- Coon
1 II
Description of Work: I'la hL,Brvri>F" Y� • r
Historic District`. Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # ofAMPS Add ition/Alteration Chturge of Service Ternporuy Pole
Nechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial 'Total Square Footage:
Construction 'Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required for other than N)
Parcel #: 31)- lob - 0313 ^OOPP (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
./s , , r j
Contractor Name & Address:
1
Phone: 1/D
Slate License Number:
Phone & Fax: rit9'7 Vyj %,&dZ 407 oy7 0/ Contact Persou: Pa►Y— t: iew 11hone: V07 -)I'?—<-72r /
Bonding Comparry: ,VIA JJ l
Address:
Mortgage Lender: M�l�
Address:
Architect/Engiacer: r'r'Iq Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to die
issuance of a permit and that all work will be performed to meet standards of all laws regulating coustnnclion is this jurisdiction. I understand that a sepi mte
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'l'10E OF COMMENCEMENT MAY RESUL I' IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI I YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, slate agencies, or tederal agencies.
Accept- coo o perms is veriticatiti i that I will notify the owner of the property of the requires on s of Florida Lien Law, FS 713.
yn
' t" b�14-1 L CL Q l ((O l )
t Hatt e of weer/ gem Date SWatur ofContractor/Agent Date
Qk zr v�21., JrZ�-i { �(�VIS CCLGIP.l�
Prhjt,Qwner/Agent's Name r ( e R04C C0AP(;2ltri) rlt Print Contractor/Agent's Name
/W(WA-1/ l (
Signature of Notary -Stale of Flo 4 ov'n'.,, ti•,,, Date rig> alure of Notary -Stale of L
Notary. Public • Stare of Florida
a� •� MY Comm. ion N D 3 4, 2009
69
'%`t„yr „1�"•' Commission M DO 376969
Owner/Agent is _ Pcrsonall Finawrxte>�lav ontractor/Agent is.
Produced ID Produced ID
Yny�1� Ltiot�
APPLICATION APPROVED BY: Bldg: i� 1 l Zoning it Utilities:
(Initial & Date) (Initial & )a e)
Special Conditions:
(Initial & Date)
JEANNETiE MEDINA
a1; ,
Notary Public - State of Florida
.My Commissbn E;q esApf 6, 2008
`Commission # DD307692
Handed By National NotaryAssn.
FD (Initial k Dalo)
L
ILJ
REGENCY OAKS
I
PERMIT #V-P-A,41�s?ow
MATTING
JACKSON
KERCHER
ANGLIN
LOPEZ
RINEHART
Matting Jackson Kercher Anglin Lopez Rinehart, Inc.
Landscape Architecture and Planning
33 East Pine Street
Orlando, FL 32801
Phone: (407) 843-6552
Fax: (407) 839-1789
Contact: Nate Clair, ASLA
Mike Tannous Engineering, Inc.
Structural Engineering
261 Live Oaks Boulevard
Casselberry, FL 32707
Phone: (407) 332-8688
Fax: (407) 332-9598
Contact: Ted Holz, P.E.
SANFORu, FLORIDA
HARDSCAPE CONSTRUCTION DOCUMENTS
SUBMITTED FOR:
100% R EVI EW
29 MARCH 05
Prepared for:
PUL
T
Contact: Nick Sari
KEY MAP North
0+,t V 4V6'�
REVIEWED
By:
Sanford Fire Prey Dk�
Dale: /o
SHEETS
INDEX
SN-01 STANDARD NOTES AND DRAWING SYMBOLS
SP-01 OVERALL SITE PLAN
HARDSCAPE
HS-01
HARDSCAPE PLAN
HS-02
HARDSCAPE PLAN
HS-03
HARDSCAPE PLAN
HS-04
HARDSCAPE PLAN
HS-05
HARDSCAPE PLAN
HS-06
HARDSCAPE PLAN
HS-07
HARDSCAPE PLAN
HS-08
HARDSCAPE PLAN
HS-09
HARDSCAPE PLAN
HS-10
HARDSCAPE PLAN
HS-11
POOL AREA HARDSCAPE PLAN
HS-12
HARDSCAPE DETAILS
HS-13
HARDSCAPE DETAILS
HS-14
HARDSCAPE DETAILS
HS-15
HARDSCAPE DETAILS
HS-16
HARDSCAPE DETAILS
HS-17
HARDSCAPE DETAILS
HS-18
HARDSCAPE DETAILS & FINISH / LIGHTING SCHEDULE
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GLATTING
JACKSON
KERCHER
ANGLIN
LOPEZ
RINEHART
33 East Pine Street
Orlando, FL 32801
P: 407 843 6552
F: 407 8391789
PROJECT AND OWNER
REGENCY
OAKS
SANFORD,
FLORIDA
PULTE
HOMES
CONSULTANTS
SEAL
PROJECT NO. 18566.00
DESIGNED BY JBW
DRAWN BY JBW
CHECKED BY DM/TJM
DATE 23 AUG 04
ISSUED FOR:
609. REVIEW 04 MAR 05
1009. REVIEW 29 MAR 05
DRAWING SCALE
=7
0 FT 100 2W North
DRAWING TITLE
STANDARD NOTES
AND DRAWING SYM.
DRAWING NUMBER
SP-01
SHEET 1 OF 1
i
1 2�
3
0
5
C
7
0
F
E
m
0
Ln
PO
.. N
a
N
0
LO
0
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0
B
0
N
N
2
0
0
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0
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0
5
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0
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W A
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0
a
0
ENTRANCE SIGN PLAN
FINISH
GATE ELEVATION
ELEVATION
COLUMN A
SCALE: 1" = 10'-0'
SCALE: 1/4° = V-0°
—CONCRETE FILL
—SINGLE ROWLOCK COURSE
—STACKED BOND
—#4 DOWEL. EACH CORNER,
BREAK AWAY BRICK AS REQ'D
_1/2" P.T. PINE PLYWOOD,
SHORE AS REQUIRED
_#4 FUH HT. IN FILLED CELL,
TYP EACH CORNER
(� NORWEGIAN BRICK
—#4 DOWEL W/ STD, HOOK, LAP 25"
—FINISH GRADE
-4C.OMPACTED SUBGRADE
-(5) #5 E.W.
SCALE: 3ff =1'-a'
SIGN ELEVATION
Nis
i
i
ij■i■
■isiii■
■i■
i
COLUMN B
INN
4" SQ. POST
(1) 04 IN FILLED CORNER CELL
(TYP EACH CORNER)
RCP INSIDE COLUMN,
THRU FETING INTO GRACE
❑o❑
SCALE;1/4' = 1'V
7' ^ 11
VOID
U E(Z—�--48" RCP NOM,EQ
7'-0'
SCALE: 3J8' = TV
aQ12" O.C., E.W.
SEMI-0IRGULAR BARS. LAP 30"
RCUL.AR HOLE THROUGH FOOTING,
:ME DIA. AS RCP
)GE OF FOOTING
ROWLOCK COURSE
C NORWEGIAN BRICK
RUNNING BOND
(1) 04 FULL HEIGHT IN FILLED CELL
(TYP. EACH CORNER)
44 DOWEL W/ STD HOOK, LAP 25"
FINISH GRADE
05 SEMI CIRCULAR BARS
—(SEE PLAN VIEW)
05 as 12"
COMPACTED %%GRADE
C�
NOTE:
CONTRACTOR SHALL STAKE WALLS, COLUMNS, AND GRADES
AT BASE OF WALLS PRIOR TO CONSTRUCTION FOR REVIEW
BY LANDSCAPE ARCHITECT,
COLUMN C
❑0❑1 11 ❑o❑
4�
d
a
3'-0°
VOID
SCALE: W =1'-V
SINGLE ROWLOCK COURSE
STACKED BOND
#4 DOWEL IN EACH CORNER,
BREAK AWAY BRICK AS REQ'D
1/2" P.T, PINE PLYWOOD,
SHORE AS REQUIRED
#4 FULL HT. IN FILLED CELL,
(TYP, EACH CORNER)
( (� JNORWEGIAN BRICK
04 DOWEL W/STD HOOK,
LAP 25"
�-- —FINISH GRADE
COMPACTED SUBGRADE
(6) #5 E.W.
F
E
C
A
GLATTING
JACKSON
KERCHER
ANGLIN
LOPEZ
RINEHAR,T
33 East Pine Street
Orlando, FL 32801
P: 407 843 6552
F: 407 8391789
PROJECT AND OWNER
REGENCY
OAKS
SANFORD,
FLORIDA
PULTE
HOMES
CONSULTANTS
`ml_m _
MIKE TANNOUS
ENGINEERING, INC.
261 LIVE OAKS BLVD.,
CASSELBEERRY, FL 32707
(407) 332-8688
SEAL
PROJECT NO. 18566.00
DESIGNED BY JBW
DRAWN BY JBW
CHECKED BY DM/TJM
DATE 23 AUG 04
ISSUED FOR:
60go REV EW 04 MAR 05
10090 REVIEW 29 MAR 05
DRAWING SCALE
AS NOTED
DRAWING TffLE
HARDSCAPE
DETAILS
DRAWING NUMBER
HS-1 2
SHEET 1 2 OF 18
1
3
0
5
C�
7
0
F
E
1
SEE DETAIL 2/N6-12
FOR TOW ELEVATIONS
CHEEK WALL SECTION
2'-10"
E
9 G.A. LADDER
TYPE JOINT REIN,
EVERY 4TH COURSE
#4 1a 24" O.C., W/ STD NOOK,
IN PILLED CELL.
WEEPS 12 48" O.C.
8" cm, FILLED SOLID
3,000 PSI CONc.
(3) #5 CONT.
#5 X 28" QA 24" O.G.
SCALE: 1 /2' = 1'4Y
SINGLE ROWLOCK CAP
NORWEGIAN BRICK
IN RUNNING BOND C
D
#4 6 24" C/C
4 9 GA HORIZ. REINP, LADDER TYPE
(DURA-WALU aS EVERY 4TI4 COURSE
#4 DOWEL W STD HOOK, LAP 25"
85e'1 <16" CMU BELOW GRADE:
FILLED WITH CONCRETE 3,000 PSI
FINISH GRADE
CONCRETE FOOTING
ct�
° #5 x 34" ae 24" O.G.
(4)45 CONT.
COMPACTED SUBGRADE
NOTE:
31-411
cq
WALL CONTROL JOINTS 6 20 O.G.
FA
PERIMETER WALL DETAIL
SIDE ELEVATION
CALL BOX
SCALE:1/7 = V-9
3
MOUNTING HEIGHT PER CALL
BOX MANUFACTURERS
INSTRUCTIONS
D CALL Box
CONDUIT / ELECTRIC
BY GATE CONTRACTOR
Q
I
�I
FACE OF i i CLRB
3k
FRONT (DRIVERS SIDE) ELEVATION
SCiALE:1/? = 1'-0r
ALUMINUM
C�
).C. TYP.
xLE BRACKET
EVE
W/ NON -SHRINK GROUT
D IA. x 28" DP.
CONCRETE FOOTER
DETAIL
--------
5
VARIES
3/4" x 3/4" WITH
4" SPACING IBETWEEN PICKETS
2" x 2" FRAME
4" D. CIRCLES TYP.
3" x 3" POSTS: 8' O.G.
WALL
OR COLUMN
FENCE TO WALL/COLUMN
MOUNTING HARDWARE
(Q )FENCE
FINISHED GRADE
E
n
I ISO
NOTES'.
1. ALUMINUM INUM FENCE TO BE 3"-RAIL WITH RINGS
2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE BLACK
3. FENCE TO MEET ALL APPLICABLE CODES.
4. ALUMINUM 3" SQ. POSTS/FRAME, 14 GA. WALL
THICKNESS, 8' O.G. MAXIMUM. 3/4" SGUARE PICKETS,
18 GA. WALL THICKNESS.
5. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR
CHIP FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR
TO FABR ICAT ION.
SCALE: 1/2" =1'-V
RETAINING WALL
RAILING
CxEOS1'NTNET IC RE INFORGEMENT (T r f=.)
FILTER FABRIC
I ; ; -- E SEGMENTAL RETAINING WALL
FREE DRAINING
._ AGGREGATE
WALL BASE
Kf�—I II 1=
MPACTED GRANULAR BASE
NOTE.
CONTRACTOR SHALL 5IUBMIT, SEGMENTED WALL DESIGN
DETAILS AND CALCULATIONS SIGNED AND SEALED BY A
REGISTERED STRUCTURAL ENG., TO THE OWNERS
REPRESENTATIVE FOR REVIEW PRIOR TO INSTALLATION.
SCALE:1/7 = V-9
PEDESTRIAN GATE
7 1 8 1 9
VARES
SOLDIER COURSE
i
(� NORWEGIAN BRICK
r
—v
SCALE: 117 = 1'-0'
SCALE:1/7 1'-V
PEDESTRIAN GATE
ORNAMENTAL FENCE
4 x 4 POST AT GATE.
1/4" PLDXIGLASS SCREWED
TO BACK OF GATE TO PREVENT
REACH AROUND
SIMPLEX LOCK
BY OWNER
PICKETS
ATTACH PER MANUFACTURER'S
REQUIREMENTS
SLOPE TOP To DRAIN AWAY FROM POST. APPLY
LIBERAL BEAD OF CLEAR SILICONE AROUND POST (TYP)
FINISH GRADE
(3)-#3 TIES EQUALLY SPACED
CONCRETE FOOTING (TYP.)
NOTES:
1, ALUMINUM GATE TO BE 3"-RAIL
2. ALUMINUM TO BE PRIMED - FINAL COLOR TO BE SELECTED
3, GATE TO MEET ALL APPLICABLE CODES.
4. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR CHIP
FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION.
F
GLATTING
JACKSON
KERCHER
ANGLIN
LOPEZ
RINEHART
33 East Pine Street
Orlando, FL 32801
P: 407 843 6552
E F: 407 8391789
LIM
rM
PROJECT AND OWNER
REGENCY
OAKS
SANFORD,
FLORIDA
PULTE
HOMES
CONSULTANTS
MIKE TANNOUS
ENGINEERING, INC.
261 LIVE OAKS BLVD.,
CASSELBEERRY, FL 32707
(407) 332-8688
SEAL
PROJECT NO. 18566.00
DESIGNED BY JBW
DRAWN BY JBW
CHECKED BY DM/TJM
DATE 23 AUG 04
ISSUED FOR;
609, REVIEW 04 MAR 05
100% REVIEW 29 MAR 05
DRAWING SCALE
AS NOTED
DRAWING TITLE
HARDSCAPE
DETA I LS
DRAWING NUMBER
HS-1 3
SHEET 1 3 OF 18
1 I 2 ' 3
4
7
0