HomeMy WebLinkAbout3280 W 1 St (4)CITY OFSANFORD PERMIT APPLICATION
Permit #:— O" ^ / — 9 Date: 2- i - oc RECE ED
Job Address: ,,2-cw W , V; S t2C<T 4E
2006
Description of Work: 4Jt`a,nflSzYLTotal Square Footage 225 Historic
District: Zoning: Value of Work: S (420a Ou
Permit
Type: Building Electrical Electrical:
New Service - # of AMPS Mechanical:
Residential Non -Residential Plumbing/
New Commercial: # of Fixtures Plumbing/
New Residential: # of Water Closets _ Occupancy
Type: Residential Commercial Mechanical ._
Plumbing Fire Sprinkler/Alarm Pool _...._ Addition/
Alteration Change of Service Temporary• Pole Replacement
New (Duct Layout & Energy Calc. Required) of
Water & Sewer Lines # of Gas Lines Industrial
Plumbing
Repair - Residential or Commercial Construction
Type: # of Stories: 1. #
of Dwelling Uaits: Flood Lone: (FEMA form required) Jwaer{
sy_1/JC-rh''Name&Address: NUt IL4 le'
t_ri.Yte1 F . Phone: q07, z-qr 7c contractor Name & Address: !
tit`- 6ttamn. i?j 7 (-...•
n-..ri r. 0Y'i. y gS
State License Number: CC--C933q l (o hone & Fax: 14<
3-7- 25cr--3;2csJ C>x `b7• Z41.524-7 Contact Person:-TClr•1 F P 300ding Company: ddress:
4ortgage Leader.
Wdress:
rchitect/Engineer:
ddress.
1 YS
1 32 Phone: y- 7 -
FY 7 3,z; Fax: q137 k
Z 9' l` 0 pplication 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 the ssuance of a
permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be
secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and IR CONDITIONERS, etc.
WNER'S AFFIDAVIT:
1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstnrction and waing_
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. JOTICE: 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 bis county, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ccepwace of permit
is verification that I will notify the owner of the property of the r uirements o 1 i 'en Law, FS 713. f y C6
Signature of Ownex/
Agent Date Signaa a of ootractor/Agent ate Print Owner/Agent'
s Name Signature of Notary -
State of Florida Date Owner/Agent is _
Personally Known to Me or Produced ID rPPROVALS:
TONING: X&
UTIL: pecial Conditions: Print
Contractor/A
eent's Name DEBBIE BLANTON My
COMMISSION # DD
156491 EXFIRES: February 25.
2D07 zip n 4o?
FD: .EN : / BLDG:
4p-jq
14'- 0"
2i-Opp
05500.612
48" HIGH
6" DIA, WITH
18"x 48")
04200.D0.5
0
Y
cn
r-
0
i
Y
vn
SK-D12 SK-D3 1 PLAN
SK-D1 1 /8" = 1
f-
0"
09225.P01
3/4")
09225103
04200. G02
DIV 4 MASONRY
04200.DO5 CMU 8"
04200.G02 GROUT SOLID
04200.WO1 REINFORCING STEEL
DIV 5 METALS
05500.A03 STEEL TUBE
05500.612 CONCRETE FILLED STEEL GUARD POST
05500.E06 STEEL PLATE
05500.MO2 STEEL HINGE
05500.M18 STEEL LOCK HASP
05500.T04 STEEL EXPANSION BOLT
DIV 6 WOOD AND PLASTICS
06100.1)14 PRESSURE TREATED WOOD STUD 2x6
DIV 9 FINISHES
09225103 'SELF -FURRING DIAMOND MESH LATH
09225.P01 'STUCCO
PLANS REVIEWED
042DO.D05 CITY OF SANFORD
04200.W01
5 CONTIN)
05500. T04
05500.M02
SIZE BY GATE SUPPLIER)
r
05500. AO3
05500.E06
05500.M18
2 GATE jDETAILlkR
06100.D14
SK-D1 1 , 2 = , —0 M IT #
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20 DECEMBER 2006
DUMPSTER PLAN A DETAILS
ALL SOULS CATHOLIC
COMMUNITY CHURCH
2037.04
c"w
SK-D1
W. OHM RD,
LAS NOTED
r
04200.W01 1°ci rlyw OF SANFORD
5 CONTIN)
V
1" _ 04200.KO2
04200.GO2
1»
04200.DO5
CD
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I iv ' 04200. W13
1" (#5 @ WALL CL @ 24" OC
09225.PO1 GROUT SOLID CELL)
3I4») `
09225103 1 NOTE: SEE MASONRY NOTES ON
SHEET S-1 FOR ADDITIONAL
INFORMATION NOT SHOWN
04200.W13
04200.W01
5 FOOTING DOWEL (#5 CONTIN)
@ EA. VERT. REINF.
BAR PROVIDE STD.
HOOK @ END, ALT
DIRECTION) ' $03300301
04200.GO2 03300.WO2
o
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03300. J12
IN
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20 DECEMBER 2006
DUMPSTER WALL SECTION
ALL SOULS CATHOLIC
COMMUNITY CHURCH
2037.04
BKEm No.
SK-D2
REP. 31w W.
SCME
lll1"=1'-0"
09225.PFlLANS REVIE
3/411 CITY OF SANF
rl-"'DUMPSTER ENCLOSURE ELEVATION
SK-D3 SK-D3 1/4" = 1'-0"
10'-0"
EQ I EQ
0
C
I
2
SK-D3 SK-D1
cV
09225.P01
3/4")
05500.MO2 06100.D14
SIZE BY GATE SUPPLIER) 05500.M18
2 DUMPSTER ENCLOSURE ELEVATION
SK-D3 SK-D3 1 /4" " = 1'-0"
RL.
ROOM LOVELOCK d R M M
Arddbcun wmw Park
Florida W80-0M
k twbr Dplgo 140n 047-M
rrn.rlra..00m TNeha 14071 W440I
uw" *MOM 0 000"n
DIV 5 METALS
05500.M02 STEEL HINGE
05500.M18 STEEL LOCK HASP
DIV 6 WOOD AND PLASTICS
06100.D14 PRESSURE TREATED WOOD STUD 2x6
DIV 9 FINISHES
09225.P01 STUCCO
20 DECEMBER 2006
DUMPSTER ENCLOSURE ELEVATIONS
ALL SOULS CATHOLIC
COMMUNITY CHURCH
2037.04
1-mm eH 0.
SK-D3
W. 8HM W.
SCAM
1/4" = 1'-0"
35' RIGHT OF WAY -
DEDICATION . ,
PROPOSED 8' X 6' GROUND MOUNTED -
SIGN SET BACK FROM PROPOSED RIGHT
OF WAY LINE 8' (SEE ARCHITECTURAL
PHASE ONE
PLANS FOR DETAILS)
I LIMITS 10' X 35' PROPOSED EASEMENT FOR
CONST. 4" WHITE PAINTED WATER METERS (TO BE DEDICATED TO
STRIPING (TYP.) CITY OF SANFORD UTILITIES
DEPARTMENT)
2' aVER tANG
28
29 18 (TYP-)- - -
SCALE: 1" = 40' -- "
PROPOSED
40 0 4o so CHILLER PAD 9 70 1
GRAPHIC SCALE Q ,_,
CONST. 24" WIDE WHITE
t
3R - 3R _ _
20 a
to (TYP) 0' (rPJ
Y
PARKING CENTERLINE GEOMETRY Q 9.
THERMOPLASTIC) STOP
B = N 00-22'19" W 27 B = N 00-00'00" E BAR AND INSTALL FDOT 16' 124' 10 9 10
p = 91.437• D = 108.620 R1-1 STOP SIGN (TYP.) I J4'- 5'
B = S 89'44'03" W 28 B = N 9700'00" E 40'R
7
1'..
30
D = 122.169' D = 243.000 36.0'
10 0 10 g
32
16,
CONST. 24" WIDE WHITE
e = 21-15'31" 29 B = N 90'00'00" E
49 R
y 1 OYP.) THERMOPLASTIC) STOP BAR AND
R = 206.000' D = 40.039' 24' INSTALL FDOT R1-1 STOP SIGN
L = 95.326' 154'R I 20'R TYP. SlitSlit7YP. SR 3'R n ITYP.) TYP.)
B = N 90'00'00' E I
B= S 63'28'32" W D= 243.794' 2' OVERHANG 7 7 19 3
D = 36.262'
31 B = N 90'00'00" E 4')
r
e = 22'25'54' D = 243.000 R I tD 31 q=-
150'R
R = 162.000'
L = 63.424'
32 B = N 00'00'00" E so'R _--• I 30' RAD. TYP)
2 OVERFLWG
Tt'P-) 6'16' CONC. Ctr1B 7 5
96'R
D = 70.000'
e = 04.05'33"
33 B = N 90'00'00' E 42•p
PROPOSED
CHURCH
4 I
42'R
H g
R= 162.000' D= 243.000 2'R 3 R 724
L = 11.572' F.F. EL. 28.00 15 RWinnOF
B= N0'00'00" W 34
B = S 00-00'00" E 50'R i
R 30'R 4
D =
29.081' D=
70.000' 14'
R - o, 20'R 15'R 35
B = N 90'00'00' E a ° " 41
12 33
2
OVERHANG --{ -fly '
t 9-/y - B =
N 90-00'00" W D = 243.000 a
1 / !
V `
267. ' ° ° 38'R D =
283.039' a- -
O.
B - D'oo' E 42 B =
S 00-00-00'. E D =
40.963' 3D
40.039' 12' B =
S 00'00'00" E 37
B = N 90`00'00' E D =
243.000 SR _
3 R is,
D =
70.000' za' B=
5. O'00'00" E B =
N 90'00'00" E D=
40.039' 16, 25'
1
26'
m
1 0 9 20 I D =
94034' r>
o^ i
1 P
B =
S 00-00'00" E 39
B = N 90'00'00" E r'-u ASA 1I
y
a2' l 1 -------------- 34 I- P AID =
27.101' D
243.000 .- 1YR
II
10
0 9 B =
S OPOD'OD" E p = 70.000' ILU
R
f
y
35 20' R. I
I X R. N B =
S 0'0' '00" E 41
B = S 58-4049" W 46'R' 90'R s. TYP.) D =
70.000' 0 =
49.375' 1
16'R 16'R15 16•
p 10
36
B =
S DO'00'00" E 42
e = 56740'49" R =
17.500' 26R
24 ------------
1 ,
21
D =
16.428' 13 = 1 ' a.
14'R 1
6
7 5 38 B =
S 00'00'00" E 43 B = S 00- 00'00'00" E 16'R 10
1V' (
TYP.) 3 y 20' R. D =
53.572' D = 50.165' 22'R 23 R B =
S 0000'00" E e 58'40'49" D =
70.000' R = 17.500' I I '4 17 10 9 y .
B = S 0900'00" E L =
17.923' 26.
6' 20' TYP.)r{ I V ire - - - - - - - - h
1
22 D =
25.000' 45) B = S 58'40'49" E B =
S 00'00'00' E D =
164.034' D =
49.375' a• 10 g q n E. 46
B = S 00'00'00- E 26.6'R 6 OW.) 5' 3'R B =
5 00'00'00" E D=
49.721 2
tTYERwwc (TW.) 10' B =
S 00'00'00 E 26
43.
6' 4 g 7 10 6 D =
70.000' I
5R
t4.
B=
5 00'00'00" E 20'R 20•R T T v v 39 D =
88.906' I PHASE ONE 2o'R 24'
m e =
so'Do'oo" f
LIMITS I
TYP.)
25
za'R 24 23
R =
67.000' L =
105.243' B =
N 90'DO'00" W D =
371.622' B =
N 90'00'00" W I PROPOSED 10' X 8' ONST. 4" WHITE PAINTED o =
64.013 GROUND
MOUNTED SIGN STRIPING (TYP.) I
SET BACK FROM 1 B=
N 00'00'00" E PROPERTY LINE 10' ( SEE I D =
103,792' I ARCHITECTURAL PLANS I FOR
DETAILS) CONST.
HANDICAP SIGNAGE S
89 56'54" 1908.83' STRIPING (
TYP.) (SEE SHT. C2.2 A
WFORDETAIL) S
8956'54" W-1-4_-_--.-- 1
r"
rFtROGERS,
LOVELOCK & FWZ, INC. Architecture
A
Engineering -- Interior
Design 145
Lincoln Avenue P.
O. Box 730 Winter
Park, Florida 32790-0730 Telephone
t407) 647-1030 Telefax
1407) 529-9409 License
Number AA C000564 License
Number ES 0000629 Mproject
8tle R owner's Marne CATHOLIC
DIOCESE OF
ORLANDO ALL
SOULS CATHOLIC
COMMUNITY CHURCH
BUILDING SANFORD,
FLORIDA aeaVelgnature___
RDPOSED
CONST.
100 LF. 6" YELLOW PAINTED
STRIPING (-n CONST.
WHITE PAINTED DIRECTIONAL
ARROWS (TYP.) GENERAL
NOTES' MPSTER
1.
SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS. 2.
ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE
NOTED. 3.
CONTRACTOR TO VERIFY ALL GEOMETRY AND LAYOUT PRIOR TO CONSTRUCTION.
4.
O DENOTES NUMBER OF PARKING SPACES. 5.
UPON REQUEST BY THE CONTRACTOR A.R. MILLER ENGINEERING, 1
0INC.
A FINAL CADD FILE WILL BE PROVIDED FOR SITE LAYOUT. K
INSTALL "NO PARKING - FIRE LANE " SIGN AND
CONST. 4" WIDE YELLOW PAINTED STRIPING (
5' WIDE) WITH "NO PARKING - FIRE
LANE SITE
DEVELOPMENT DATA 1.
TOTAL SITE AREA = 62.802 ACRES (2,735,676.74 S-F) PER
LEGAL DESCRIPTION) 2.
PHASE 1 AREA = 19.07 AC. D 3.
SITE ZONING DISTRICT = P.D. 4.
PROPOSED USE = ASSEMBLE A-1 5.
GROSS FLOOR AREA = 20.861 S.F. 6.
TOTAL ESTIMATED SEATS = 925 7.
PARKING REQUIRED = 308 SPACES 1
SPACE / 3 SEATS) 8.
PARKING PROVIDED = 309 SPACES REGULAR =
297 SPACES HANDICAP =
12 SPACES 9_
MAXIMUM BUILDING HEIGHT = 61'-5" TOP DOME Q =
48'-1" TOP PARAPET Property
Appraiser ID Number 22-19-30-5AD-0000-0050 Seminole
County Approved
for wnstruction This
approval m subject to specfic conformance to the Semulde County Land E DevelopmentCodeandanyspecialrequirementsoftheBoardofCountyLSCommissioners.
It shall be the responsibility of the developer to correct any defects
in the plans or the facility as constructed which rsuns in a failure to meet
applicable code req,mements-'Administrative accepts- of the developers A
Miller Engineering,
Inc. 1516
Hillcrest Street, Suite 212 Orlando,
Florida 32803 407)
841-4084 E.
B. #3479 date
16
JANUARY 2006 job
rember 2037.
04 drawn
by E.
R.E. checked
by eA.
R.M. reAsIone
A
AND SE311PIER COUNTY 5/1/06 Sheet
title/conterde ENGINEERING
PLAN CIVIL
SITE GEOMETRY
PLAN GC'