HomeMy WebLinkAbout118 S Upsala RdPermit # -
t - 'T
Job Address
lsala Business Park
Date: 5/23/2006
Description of Work: Build a Sign
Historic District: Zoning: Value of Work: $
Permit Type.- Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm fool
Electrical New Service #of Amps Addition/Alteration Change of Service _'Temporary Pole
Mechanical:Residential Non -Residential Replacement Now (Duct Layout & Energy Cate.Required)
Plumbing/ Now Commercial # of Fixtures # of Water & Sewer Lines # of Gas Lines
RECEIVED
2 3 ZOOM
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 (FEMA (form required fur other than X)
Parcel # &C- (I (Attach Proof Of & Legal Description)
(Owners Name & Address Marie T. Figueiredo and Robert J. Maksimowicz
530 S. Ronald Reagan Blvd. # 116, Longwood, Fl. 32750 Phone; ,407-920-0750
Contractor Name& Address: Sunspan Structures - 180 S. Ronald Reagan Blvd, Longwood, Fl. 32750
State license Number: CGC-043437
Phone & Fax FAX -321-773-5599 Contact Person, Stanley W. Stewart Phone: 407-509-4339
Bonding Company, N/A
Adress
Mortgage Lender: Friends Bank -Pete Kilornimus- _
naarnss; 2222 SR 44, New Smyrna Beach, FI, 32168
Atebitect/Engineer Ronald H. Wilson Phone: 407-682-4052
Address: P.O. Box 915260, Longwood, Fl. 32750 FAA; 407-682-3841
Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers
Heaters, Tanks and Air Conditioners, etc.
OWNERS 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 NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENC51MENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions appli )e to this property that may be found
in the public records of this county, and there may be additional permits required from other gover fmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of rmit is verification that I will notify the owner of the property of therequirenrents of Flori a , en aW, FS 713.
5/23/06 //- 5/23/06
Siunatu of wner/Agen Date signature/f orltractor/Age Date
Rob* J Maksi own z /S&f" ley W. Stgwar '
Print Owner/Ag es a % Pri Contra tor/Ag s e' _
Sic nature of Not rids Dle
�ignature of Notary tat of Florida ate J y��,
Mario T �iq � it `l';t'
edo r " Niarn: r
X r IIy-Known to e qr Contractor/Agent is; Personally Known,to r �;Iuerredo
Owner/Agent is —a y Cornrnission DD1h04g7 Produced ID t ' MY Carr,
Produced io — rnrSSlQ 0
0
1404
9
7
ar Expires September 21 2006 Expires September 21 2o,
Application Approved By: Bldg,: f1wo Zoning: !'� `ale Utilities: I'll.-
Initial & Date) Initial & Date) (initial & Date) Initial & Date)
Special Conditions;
t (y27 5 cr rx r c� / V , ! t, i'+t— n� r tic ,�
I
'i
/-Sign Location
N
11PSALA ROAD
SE `�i';I'P;RA')'I'; ;tIEL'1' 1�OIt lli';T;All.S A;ti1) til','('"PION i
TAX PARCEL I.D. NUMBER:
28®19-30-506-0000-0290
28-19-30-506-0000-029A
28-19-30-506-000070360
_ -- W Fxr,t. Iidge of 1'avuntcnl- � Prop I;dgc or P n'c,nulll /-1.xlst. Fdge of P rverllcrlt
Exist. ,_y _, ASL.
. --�-.` ._-- �QU.'. '. _/ ��', .,�' ���`"`'"""-•^,. um- �-I-2 � - _i5i'��c,,..<-•-'='"'- .. - - _ .._ _ -- _-._..._ .._-.----.. _ ._.�_ _ -1--- -- .. 'Sf' ----_ _ __- _ -.____ -- --- - --- ... _._-- - - --- - --- - ----- - ----- -- -- Lxl:,t. 131illli .- --- ---
Pvnu,t.,ti�----.-._... ------ --- _-----... -- .. --- - - ---.. - --
-� I'xist. I:dmu of I.,venlcnt-'.
-Ment I?alst. Pavement-
- „ P� (I I I,.vL,L Fd"e ui 1 ,It alta!1�7Pavement- _
1 to �. i.tl"� ul 1 ncn,utt
N00dcg, 1I Z).J117'- --- --- -- -------------- ------
.- 0dc� I-4 4 I .1 S(
..: -
Isntl Sldc valk -} to Drug. & vuuty 6.Yuult. h lo' llrnm. ulway $5untt: +r "' lo' un, •. u anal - b:vnnil. - nr u, r .v unw H:,,,,nt. 1 ' I II
- Y ). -- - -- - - -- - �- - - 200, i3... - - - - - - _ -_ - - _ _ y-. - L5).7 - - --�i- - - - - 1 O to i I
----- \
- Prolr 1.dme lit Pa veIIIulll- (✓�L>t S�uTFer Lx)st. � 13idler -I I -
_ 'fapc,.-___. ._ _-.__, _ I 1, 1'.nd Siduwa,lk Svm. Co. I I
1
PPI - I
5'131d"Proposed Sign Location I '!.posed SigLocation g 4 i0' I -'nd Block Wall
I I /� 1 Wig.c. L-Nattiral4-
Setback See Sign Construction Plan 6 See SigI> Construction Plus Sell ackII II
Concrete Mock Wall I I
huller
. I
I'I`I _- ---. _ _ _._-- - --._.._. -- --.I_ I I
(- I Ib' _. I �- - - -- -._ .._ _..,__ _ -- - y - _ - - _. - a I:XIS'I'IN<; I
i
'I I r I 1t N I l l= p1 I 1 I �I I-----_ -- - -- I>� = I I
�~ --- j-= It I.SII)i?NTIA1. IJ ISI �� � , I �� II• -_I �� �� II_I�II (fu 7 I
11 II 1 I I I N( )T INCLUDE]I I
1.0=1 Acres I I I I I I LOQ Acres I I 0.93 Ac.es, I I 1.25 Acres
I I I
,1�25'Bld;. , ._. 1
_mI[, I \ LP PialntuprCu1rib" �II II I 16' x 30 1' -1 5
00
Sctbacl. (lyp.) \ �i' Sidewalk St OIItrCtC Slab tldgMailb,x - II II I I I 1 S' 11dg.
Setback I II +
I
Ill's Fcdx etc... I f �_,Setback (tvp.) I I I I
\ -- - - - - - -- -- _ --1 I L - - _ - - J I I I I I I 6' Colic Block Will]
I L - - -- - _. -- - - --- - -- - J 11 1 It \ ~ I L 2� ISlti<'. I
-1 L. End I',luck Wall) I
21,7.3' 11r' Urn„;. CE Willy Itauutl. 1.OQ \. ','i4;lbaCli. (1l'fr.) _- `l �- - ''
_ _ _ 4 _ i, . \ti �'` lir' urn„.. cnury Lninrt. - lir u„ . v uuuq k:vnul. 176 lu�ut . s 1!Iwly h: awl - - S uu dug,, IT 38" 1: Z.Oti.7i' I �
fir- - -- - - �unu �I
ti I -- ---------- - _- _
_ - - ---- -- - -- 45.
I( 5, Sidewalk 1.
-_
I�"` 50' Natural
15' Bldg.
Setback(tYp.) \\ aft - --�•1' - �"lG 4-30' 1..-I6' 1 1 7O'
301
-- - `
It �l
W-
� .,.
Sick+walk .1.YPu
a
-._
\' I l
Ivliunti (:orb � I I .' I I + I
19 I ( ) w 177.5' 1n' & Claw,,r. ,a.s I I lu a c a rww
ry r;m.-
b 00 \` 0.60 Acres I I I I I
�i I
siduwalh
! J
I
Taper 100 v
1 �� i I I ..-_ _
I I GI (aper
a t I 1 I l
4a I c Tv
1 I 1\ lu "IS" Mlanu Curb - f--:;�� I L..._ -. _.... - - - - I I -�- - •• 20' I
(2) I I r1 I I c I Mi,uni Curti I I I LII 1 + L - - -- - _. - _,.w - - - -rte 10' 1Surw i I
Bern
1.03 Acres a " I I C-516'
A 'I'll er 7t v - �
0.72 Acres _67 Acres 4 0.64 Acre
I�
I
I
It ,p' �
I �
It 20'--/�
L 1,' 131d�,
I I
PROPOSED
f --- J -I Setb uk (IYp._) _ �
II (`'
i o11:1 .:1 �.. , II
20 -
jII
+I
"luull.u Utility F,i 1.Utility rnunr.177.c' 10"), u . uuuly r5m"+'ctbac' 177' . I„�n 177.+ + 2:01 Acres ,
No lucludiu" Smith Canal
I:� ISId•
v_ I �1\ I.I IJ jI -- L.-_..1 . I Bldg.
I l
"\ '- _ � yr
COI)ISCO WAY L utllck(1�- I I Setback (t- p.) \ � � � I I
\ \ 10 Ih n,l. 1� OIally D:ynwl.
- \
_ ... -7�\� •` \ -�`�I . -\_ \
s _ S_ ide_w-a_l\-_� k
PARC1,
0.83 Acre, - _._.. )_O_._1�3__ -14 1 y J_-I'IIII __1III�III_ _ `a�wS��1)IIIQG✓. �IIIII�II __� _'I(IILI _ -J -__ _ �___,�__../.__ ._'�_/` _�t __ _ -..- C__ 1./
0.70 A1c1 r-Uen-;
2
weir
tr
s0dd
.
_ti_l
'.F.S
1back I J
_-1 L217.91 In' a nc a Vilify E'wul. Setback 217.91 U11111) Eula
l : N 01) deg. 13'29" W 64:3.39' 3575_4
[
.,
It)' ISurm
Exist. Swale C
I I I I
I I I I I
I I I
MASTER SUBDIVISION SITE PLAN - SKIN LOCATION
I
1)utc Iter islet) - . �h. � 0;r Gw-- It�a, «� �
- Wilsons ".5je tiff le.5 . illei�irrc: �GWW r@ cd"��: 052406
91 0.2ty 9166 rhw ngr eart�lli �lc.net
�� nr �'rraa(� �, luri�a� a 321,91-5,26 At'.4egai: RE1W c5c ala": tit = 60'
CEWL OF AUTH..NO. 8272
t
.1"=60'
Ylvcjd+c
Upsala BLIS.Iness Park
Title of Page:
SIGN LOCATION
S lgUatffe:
II
I
I
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
9I0rifeld 96'. 61MI,svii, p.-Z'..F)m . ✓ y..9110
Date
5'-10"
Does Not
nclude Arch
25" Overlap [look---.
Sprinkler
'rimer
Meter &
Power Box
Min, 2" Conduit
for Lighting
BE
3 - #5 Rebar Cont, I
#5 Rebar Overlap Hook
_8" Colic. Lintel Block vi,/ I. - #5 Rebar
and filled solid w/ 2500 psi Concrete
115 Rebar from footer to Lintel and.cell
fitted solid w/ 2500 psi Concrete
Water Proof Colic. Coating
if FiI is LISW
—41-011 F 1 rco Formed Colic. Cap
6" Cone. Block
44 Rebar Q, 32" 0 Cis in 2500
Free Fc
811
psi Conc.Killed Celts
I' I
Cement Water ____---7AII cell's to be fitted w/ 2500 psi colic,
/-Stopping Material 1' -8'1/X -Grade
for Fountain
II -III III III I I 'III- II I 1 -III -III` III III- III I '- "'X
—1 r Planter is used - I pvc Drains - Min. 4 Req'd,
1-4fl
---IIIII I - W. -I
-Jil III -]
211 1 - \,\,L 25" Overlap [look
4
941 Rebar @ 6" C. s Compacted Subgrade to 95% Density
ea, Way
—f -I flit
8" Wall Section
%MRE AND CONDUIT SCHEDULE
EM4 to MW
war a
VA
2
10 2V
MA
1
$0 ZV_
25A
I
to IV
0
I d
JAC
30 X
I -Pa.
1•-00
at"I
v X
'PO
31K
40A
j
2
JO 4W
10 20
40A
3
ap
1-10
1r
40A
3d
_149
I*
46A
a
io 2W
2-111.
46A
J
30M
-0
40A
_W-
3
2
N4W
10 2W
MA
3
J0 X
30 4W
10 211'
1j110
1r
MA
30 A
3-0
NA
a
N 0
1 i7v—
...nA
2
li 2W
1
IN
30 X
713A
�O 4W
�1_0
-"IL44
WA
2
10 2W
30 X_
1-0
1114!
eclk-----
-- 3
30 4V
1-11110
1 VIC
1/4*
30 v
I IX
10A
3
ZW 4W
3-P
I OOA
.look-
2
a
A.i
-SE
114'
IMA
3
V 4W
1 1—a
ALL WPXM *W4 K C*% TM DW 'MW OR 710NI
allMW *& SAVE A OW MPM MUM 00A�0 kff&a
ALL WWr IIIA MOW WW MW M K 14 WK
m4w = no "MW *"
Owm" WILL NI AS MW "M
Revision
Free Formed Cone, Cap
L_..,--__ I I
FFI — — — — — — --- — — — -- — — — — — — — T I
L
L— — — — I L - — — — — —
Plan
Free Formed
Colic. Cap
ju
2 - #5 Rebar fi-om looter to Lintel and cell
fillcd solid w/ 2500 psi Concrete @i) Comers
I t
4 - #5 Rebar from footer to Lintel and coil
II I Milled solid Nv/ 2500 psi Concrete Comers 51
-1011
!61-10"
Grade -\I I I I 1-011 Grade
i JII -011
__J L
16'--- — — — — — — —
7 7
/'\ III IIIIlul�liiilllliillli
77
11 M 1 3- #5 Rebar Cont.,
'III III IN - 01 [1�1
3 - #5 Rubar Cont. #5 Rebar Overlap [look
21-8111 I.Rebar Overlap Hook Compacted Subgrade to 95% Density
Compacted Subgrade to 95% Density
1611 Column Section
2,41' Column Section
All Plumbing is to 6ftform to the 2004 Florida Building Code
ph. 407-682-4052
& "J'Jeciales jr.
A0 0(. NOX 91,11260 rhwengr (c -b
h earthlink.net
flutt uI _'Alut4clo,32791-5,260
,I af CERT. OF AUT11.N0. 5272
16" Dia. _\
23.7
Moment r
Spriulder System for Sign by Others
Up Angled Spot Lighting—_`�
141-811—
-T-011 101-811 --21-011
l6fl-� 16"-----__
. .....................
Formed Colic, Cap❑F� El F-1 I
-1 � E U_t [ -- 17
21 off El El I JL U El 11 � E I tv El ]
- Ll 1 211-011
L L]F] I - LI E Ll El -1
,notes 45 Rebar from Footer to Top4 1-011
filled solid Nv/ 2500 psi colic, (typ) V,
X
-----6" Colic, Block
-- +10.5
120 mph
3 See. Gust
--/,Soils Load
Wind Loading
All Electrical is to conform to the 2002 NationatEtectricat Code w/ Amendments,
G W W 'Dafe: 051006 "Ups . ala Business Park
RRW cs'eirtic... n.t.s. S ign Plan./Details
Section `----Spot Light Angled at Sign
Missing Footer Dowel Repair:
Drill footing w/ 3/4" ConcreteBit for 5"Depth into Concrete
Use Apprqved Epoxy to .fill hole. Insert #5.Rebar into Epoxied 1 -tole
and Allow to Dry'per Manufacturer Specs. Lap reb--cw extension a
Min. of 25" to exiond-into Lintel.
Concrete and Foundation Notes:
L 4" Concrete Slab, 2,500 psi with 6x6 10/10 WWM over 6 Mit. Visqueen Vapor Barrifor
over Clean, Compacted, Termite Treated Fill or Optional 3,000 psiFibermcsh Concrete
may be used either with Wire Mesh or instead of Wire Mesh.
2. Stetnwall Footings:
a. 8" x 16" 2,500 psi Concrete is required for Single Story w/ 2 Continuous #5 .Rebar and
1211 x 2011 2,500 psi Concrete is Required for Two Story w/ 3 Continuous #5 Rebar.
b. All Coiler ete is to be, a minimum of 2,500 psi at 28 days, Bearing on Solid Virgin Soil or
to be placed on Soils Compacted to 98% Min, Density.
3. Monolithic Footings:
a. 20" x 16" 2,500 psi Concrete is required for Single Story w/ 2 continuous #5 Rebar and
201f x 20" 2;500 psi Concrete is required, for Two Story w/ 3 continuous #5 Rebar.
b. All Concrete is to be 2,500 psi at 28 Days on Virgin Soils or on Soils Compacted to 98% Min.
Density.
4. Where shown, Cores of ConcreteBlock are to be -fit-led w/ 2,500 psi Concreteand I - #5 Rebar
fromFooter to Lintel.
5. Rein -forcing Steel shall be ASTM -615 Grade 40, Deformed New Billet Steel conforming to AC130,
AC 1315, ACI 318 and CRSI Manual of Standard Practices Latest Edition.
6. All Continuous Verticte and Horizontal Reinforcing Steel in Footings, Beams and Columns shall be
Lap Spliced a Min. of 25".,
7. Concrete Cover of Reinforcing Steel shalt be a Min, of 3
8. Concrete Masonary Units shall be ASTM C90 - 75Hollow :Load Bearing Concrete Masonary Units
Type 1, Gracie N 1, Normal Weight,
9. -Mortar shalt Conform to ASTM C270 and be of Type "N
It is the responsibility of the Contractor and SO -Contractors to trISUre that all City, County and or State
.ReqLiirenients/Codes/Specificzttions are met and His/1-ter Responsibility to check with the above noted
Agencies [fqtiestions should arise.
This certifies that these plans meets or exceeds the 1.20 mph windload .requirements of Section
1.609, 2004 Edition of the Florida Building Codes and the Requirements of Section R301 Design
Criteria and ASCE7-02 of the 2004 Florida Residential :BLtilding Code.
Title of Page: iWunatil W. 61011 un, AX. AlUse. Riy. 9110
Details Signature: