HomeMy WebLinkAbout06-5956
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5956
...-
Permit #: 5956
Permit Type: ALUMINUM
Class of Work: ALUMINUM PACKAGE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 25,509.31 Total Fees: 275.00
Amount Paid: 275.00 Date Paid: 7/18/2006
Address: 37617 LILLY BEA AVE LOT 257
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0170-00000-2570
, ~ loil'if'
(- J' L6\~ \19'
F
FRAME
B
ELECTRICAL ROUGH
1 ST ROUGH PLUMB
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FINAL
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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 mencement."
----.
. ~~
NTRACTORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Date R&'\:eived
I
I
I
~~~~~~PL~:'Dcie_(XjD~~~~i
(OBTAINED FROM PROPERTY TAX NOTICE)
D SIGN D MOVE D
D
D
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Owner's Address 1'\6,-'r~\:- ",,,\On :jb0L \)'
Fee Simple Titleholder NamJ
Owner's Name
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Fee Simple Titleholder Address I
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
~ ~. NEW CONSTR
Q/" INSTALL
D SFR
OCK
~ADD/ALT
D REPAIR
D COMM
E
DEMOLISH
PROPOSED USE
TYPE OF CONSTRUCTION
,~ \
BUILDING SIZE I I SQ FOOT~GE I \ \Q I HEIGHT I I
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~ECTRICAL 1$ l I AMP SERVICE 0 PROGRESS ENERGY ~9\L ~
1$ I
1$ I
D GAS D ROOFING D
FINISHED FLOOR ELEVATIONS I I
DESCRIPTION OF WORK
D
D
MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
PLUMBING
SPECIALTY D
FLOOD ZONE AREA
OTHER
DYES
DNO
Address
COMPANY
REGISTERED
~~:~~~ ~~~~\~~:~~I
'~0~ License # I~~~-y\~~ I
"'G''''"'D I~;:~f-\~~ I YI" I
License # I \ ~ \ I
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BUILDER
SIGNA TURE
ELEC
SIGNA TURE
Address
PLUMBER
SIGNATURE
YI N
FEE CURRENT
Y/N
Address
MECHANICAL I
SIGNATURE .
Address I
OTHER I
SIGNATURE
Address I
License #
COMPANY
REGISTERED
Y I N
FEE CURRENT
~J
License #
COMPANY
REGISTERED
Y I N
FEE CURRENT
Y/N
'1111"111"'1111111111'1'11111"'111111111'1111'1'1111"111111111'1111111111111111111111111111"1111'1111"'1111111"111111111111111'1'11111'1111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
License #
I I I I I I J I I I I I I I I r I I I I ~ I I I I I ~ I I I I I I ~ . I I , I I I I I I I J I I . I I I I J 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 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 I I I I I I I I I I I I I I I I j
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades NC Driveways Fences (Plol/Survey/Footage)
~
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliancel'with any
applicable deed restrictions. .
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILlTIESIMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, aiter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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 COMMENCEMENT.
FLORIDA JURAT (F.S~>7.03) -"1? ., .. rU. -/? /J.~
OWNER OR AGENT. I ~ CONTRACTOR,V"l I ~~
Subscribed and s r 'to or d ora e this Subscribed and rn to Bl""affi d b re e this
~ ~ ~
~kOOW" m:~:rt:,~o:?=~ ;~'mh'~:;:'~~_
_' . ~P"bll' _ _ _~~ry>P"b1"
Commission No. Commission No.
~.,.,.., NOIa~ Public Slate of Florida
~ . ~e CJ<< ~i 11 ~~~ or tamped
0, '" Expires 0811812009
~J'. NOIa~ Public State of Florida
\'c!f") o.~!2SaPrin ed or stamped
Of '" Expires 0811812009
State~\ ~
NOTICE OF COMM~NT
County 0 ()
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in
this Notice of Commencement:
1. Description ofProp€rty: Parce~ No.~'-1\..~_ L\ \ \"
2.
111111111111 1111I1111111111111111111111111111I11111111111111
200614!5307
3. Owner Information: Nam~~~~ ~\--C Cf) f'l\\\)
Addre~~~V~\~'F~b Ci?;1 ~(115 Sta~. .r,Y3~~ \
Interest in Property:
Name of Fee Simple Titleholder:
(If other than owner)
Rcpt: 1016233 ReC": 10.00
DS: 0. 00 IT: 0. 00
07/18/06 __u________ Dpty Clerk
Address ~ ~ty
4Rontractor:Name ._ ~.~ t ~~~\~
Addre~~~'ce\j~c\ c~~\\b
5. Surety: Name
State
Sta~3~~j
Address
City
State
Amount of Bond: $
JED PITTMANA PASCO COUNTY CLERK
07/18/06 0~:32am 1 of 1
OR BK 7088 PG 1528
6. Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date
of recording unless a different date is specified.)
My Commission Expires:
PC93053048/A
Signature of Owner:
Sworn to and subscribed before me
Nola Public Slate of Florida
Sabrina Rae Cant
My Commission 00463268
Exptres 08/1812009
05/11/06 TEl! 09:08 FAX 8137823966
GRAND HORIZONS HOMES
ICtMelM
FREE ESTIMATES
J
B .. H CONSTRUCTION OF CBNTRAL ft.1NC
4U5 MORR18 B1tIOOK ROAD
ZltftlYlUDLLS, FL 33SU
.....
~
I...aoo-%14-1106
~002
-UCENSED · BONDED .1NSURED. SIOl\T1NO · STEPS · ROOM ADDITIONS · ALUMINUM. CONCRETE..
Lot':.2B... Subdivision: 37617 L~Y SEA
t.p SWiDa Cob':
!&me Serial ,:
~ Model *:
__ Cotcr.
~I abniaum IIJO& ~ P8IIIk. Tri, GIItI., DllIM\
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.... FL 1-.
v.I~. .......~m.__' .....
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2:s.1 SM' ~... --.... ............
2d 8M a-a...__....,...........
h9" s-t.........h. ......... ...!!..
biG Dot Bc.aa.__.................
- 0Il* F....... __ no.... =
SCREEN kOOM W AU..S
I--KF ..... If + Ill'" "')5 I.JF 11
~tkDl~~ - -
c....-.ad~cI............ I
~ Fill ODe: Side...... . __.. . " .
Jtick. ~..............
!F..~(..wired)......__..__ -;-
Nise.;
I.T1'1lJlY ROO~ WAUS
Yr. ...!!......-!!-... ~ ; ...!!... .. ~ I.JF It
h.. SbIds 16- OC
8Iwd Door IUId 1 V..-_... '''' ,
8inP '9r~ (&Ira)...--...... -;-
....liUeId.... ____....... ....n.... _
Sbed Doara.... __. n.....
....,.. + ... + ... --;-
VlMYLROOMW'AiU - -
VIII)'i WJlI.__.....__..... ........... ____
IMide ICidt PtIte__ .. ... . n" .. . ...
LapTop~duadOlllL........ _
1lbi_G~. ......... .... .--....
....... To,..nd BOIIOaa.... ___. _
iDeas.We (;!.) 2 Track U.
Thn:IboW _ ca............... EA It
IMH willllOt be JWpK1Si'- rar.;yr..
in VINYL kOOMS X
GRAND HORIZONS
-'"
:o.w: fY.J/10l06
CIfJ..\..J
1
trG..L~W~" ~(~I/~w
GLASS.OOM WAlJ,#
w.n. +.... + -.lJFx
:R SyIfan .;u;..;r - x - · -;- Sq. FL X
~~-
Gl.lsDD.-....__..................... _ EA )f;
...... .............................._ ....!.!... lh x
_..........-...................... zEAl(
:p."...o <lInIe Oocw........... . x' ....!- EA x
SlMa..oll ~ DaDr tt.IIr -;- 1l --;- I "F..A x.
S7Z7.G ~ tb:Jro.-. _ x -L I EA X
..GlI ~
121UO
.'H:n
SlS'_ CONCIUnIi AND IIIUCX WORK
... PIdct ..............._ ... 12 - ,. 8q. Ft. x $3.C1fi
to,elI "-ioSlab.............. -;- x -;-.. -;;. 8q.. F1. x $3.06
St _ ,................ x.. Sq. FL x $3..86
to..Go Patio Slab...... . '" ..__ 7" x ~ - -;; Sq. Ft. x SJJlfi
-- Bilk W..............._ -;- x -;- - __ 8q. ft.. x 53.06
Ill. DriwMy............... -;- X 7:.-;;- s.a. Ft. x S},O(i
.... DrMw.yF'JU......... "7.-;- == ~ Sq. Ft. x Sl.oe
R.i..~........... -. r,r -;- 4- X $'.U.fiO
sn.>> S1.llol.15...... PIlio 6 0- .....!!.... ~ - .. Sq. fL x B.J6
....... hIio IS c.. J X , -:10 Sq. FL x $936
S&eUI Owlr,,...,.. - -;,- ;II. Z - :;:: I.JF x $2..96
.;. FaukrrbI2Roiafincd............ .2!.. UF :Ie SS.28
1211;13................._ ~ lJF x 57.3.
167."" stirdqfal*r....................... ...!!- UP X $4.1)
..GO J TreId.__..................... _ SA 1l $109.37
:z....... ......................... _ E.A x Ril.7.
13'.19 ...dU6 3 T............................_ ...l- E.A Jl SJ2I.12
4:l:48t11op......................... _ EA X ~.SZ
111iUJ Brick ~ _ , HiP
ta.ao Spell: BridI: Air . LJF .. 00urIIes x
.. SIlt. Brick Wid -;;;- l.IP .. --;- QaI.na II;
to.. FiU Dirt.................____~.......n , I..o.>> l[
Sf),]). .. ...................................__.....=:...--......
MC
.011 Lot o..diIIc....... ..... ... .... __ Po... _
..I'NOT'H; A.a:au.~ to .... Pi. BaiIdiR& COlk
a..oo a CIItICt . nul. ....... ...... _I it
tlltll ..... tJ&- .. ____
... r)'
SIGN: \'"\ \. ~ ""-
~ 5'-10... Db
f'AXTO: .t)'-71~
FOR ENOtNEBING.
~ Sq. It. .. 3.89 - 4..49
..J!!.. S4- Fl. .. 3... ...
...!!!.. S4 Ft. .. 3.19 - ....9
.....!... 54 PI. Ii 3.19 - .....,
oU LIF JI: ".90
l.6 lC SS.31
SIS7."
SUI
$5."
16.44
SL'Hi
..5.
$10.2.
:r: $102.10
_ l.Jf If
_ UF 1(
>> l./F .
LJF .I(
IA' l(
UF x
EA ~
VF ~
UF ll.
EA x
EA II
BA J(
UFll
EA S
Uf .
lJF..
LJF 11:
UF .
lJF1t
l.JF l(
$100.5&
$16..71
S3.M
161.7(1
SlM.JO
$6OJJO
15.n
S5U4
S5.9.J
Sl:MQ
St0-%7
"..,
SI41."
SO.Ol
so./)(
$10.
U6S..s.
SIIU!:
S473JX
SlOll.GO
SUUXI
so...
ALUNlNUMTOTAL 110'''-"
$320
13$7.00
m.13
m..1U
NU.lID
.......
sa"..
$Z.29
S2.S~
S137.70
SI00.oo
x S3$7.00
<:.'ONClUTI"E
AUJMnlR,.JM
TAX
TOTAL
$;MUll
'..,30.00
SO.Oll
JI44,~
$7U,]fi
SU6tAC
~)'7Il
UUC
51 ......011
~
S1H..
S'7~
~.,.
~.....
1O.1lO
SQ.OO
S656.:14
SO.D11
..011
SJ"-.OO
'DUO
1U400
so.Oo
so..oo
$14.971.32
SI0.1I7.99
$3$0.00
S(UM)
$25.509.31
- _~.l r \ ... ....-..-_........ __,.... .. ~c...sa_I.........__........-......... ..............
~tDCl&l1I,Aa..n...l.. . ..............,._-. .................w~......Ya.
le'.;!
;1;08"5) lO;T.L 218
NOI~on~~sHO~-H~<< ~~ .~:TT ~ee~-el-A~W
o
-- ~-~~~~
YRHILLS, FL
~E NUMBER: 0706
EXISTING SQ. FT.: 197,772
06/06/06 ADDITION SQ. FT.: 0
,
DATE:
vlNG INDEX:
,L
-
1. ALL WORK SHALL BE DONE IN A SAFE AND
WORKMANLIKE MANNER AND IN STRICT ACCORDANCE
WITH THE LOCAL AND/OR STATE (IF APPLICABLE)
BUILDING CODES, NATIONAL ELECTRIC CODE (NEC),
ADA-ADAAGS (ADOPTED HANDICAP ACCESSIBILITY
REQUIREMENTS), OSHA AND ALL APPLICABLE CODES,
REGULATIONS, ORDINANCES, AND AUTHORITIES HAVING
JURISDICTION.
2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND
SPECIFICATIONS IN THEIR RELATED FIELD. THE
FAILURE TO ACQUAINT HIMSELF WITH THIS
KNOWLEDGE DOES NOT RELIEVE HIM OF ANY
RESPONSIBILITY FOR PERFOr~MING HIS WORK
PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE
ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE
TO FAILURE TO FAMILIARIZE WORKERS WITH THIS
KNOWLEDGE.
:R SHEET
PLAN
ECTURAL
AGE AND ELEVATIONS
I A TIONS
3. THE EXISTING BUILDING SHAl.l BE PROTECTED FROM
MOISTURE, DUST AND DEBRiS. INSTALL DUST
PARTITIONS OR DRAPES AS REQUIRED AND/OR
DIRECTED BY THE WAL-MART CONSTRUCT~ON
MANAGER TO KEEP DUST AND MOISTURE FROM THE
OPERATING AREAS OF THE STORE.
4. ANY DAMAGE TO WAl-MAR r PROPERTY, WHICH
OCCURS DURING THE PROCESS OF CONSTRUCTION,
SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL
COST TO WAL-MART; THIS INCLUDES ALL
MERCHANDISE. CONTRACTOR SHALL PAY WAL-MART
THE COST FOR ALL DAMAGED MERCHANDISE.
GENERAL REQUIREMENTS
5, THE CONTRACTOR SHALL MAINTAIN THE INTtGRITY OF
THE EXISTING BUILDING SECURITY AT ALL TI~ES,
THIS INCLUDES KEEPING THE BUILDING SECURE FROM
PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS,
THE CONTRACTOR SHALL BE RESPONSIBLE TO
MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY
SYSTEMS. THE CONTRACTOR SHALL OBTAIN
PERMISSION FROM THE WAL-MART STORE MANAGER
PRIOR TO THE MODIFICA 1l0N OF ANY EXISmW
SECURITY SYSTEM FOR THE OPENING (DEMOLITION)
OF ANY EXTERIOR WALL.
6. THE CONTRACTOR SHALL KEEP WORK AREA. CLEAN
AND FREE OF DEBRIS AND IS TO REMOVE ALL TRASH
AND DEBRIS FROM THE CONSTRUCTION Af~EA DAILY.
NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE
STORED IN THE EXISTING BUILDING,
7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR
SURFACES AS REQUIRED FOR THE INSTAL\ATION OF
NEW CONSTRUCTION. PROVIDE FURRlNG FOR
CONDUITS AND P1PING, SHOWN OR NOT, ~.ND FINISH
our FURRING TO MATCH ADJACENT EXISTiNG
FINISHES.
8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES,
PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT
AS REQUIRED DURING THE CONSTRUCTION PROCESS
FOR THE COMPLETE INSTALLATION AND OPERATIONS
OF NEW EQUIPMENT, THIS INCLUDES ALL ITE~v1S
SHOWN OR NOT SHOWN ON THE DRAW1NGS. RESET
EXISTING EQUIPMENT OR RELATED ITEMS AS
REQUIRED FOR PROPER OPERATION.
9. WHERE EXISTING FINISHES ARE TO REMAIN, .CLEAN,
REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO
BLEND W1TH ADJACENT SURFACES. COORDl~ATE WITH
WAL-MART CONSTRUCTION MANAGER.
:CT DATA AND BUILDING CODE SUMMARY
SCOPE OF WORK
)JECT: WAL-MART #0706 ZEPHYRHILLS, FL
ESS: 7631 GALL BLVD.
-REPAINT EXTERIOR
-REPLACE SIGNS
iE: RETAIL
BUILDING CODE:
ELECTRICAL CODE:
PLUMBING CODE:
MECHANICAL CODE:
FIRE CODE:
ACCESSIBILITY CODE:
2004 FL STATE
2005 NEC
2004 Fl STATE
2004 FL STATE
2004 FL STATE
2004 FL STATE, CH. 11
M - MERCANTILE
)AD:
UNCHANGED
GRESS:
UNCHANGED
ALL QUESTIONS RELATED TO THE BIDDING AND
CONSTRUCTION OF THIS PROJECT SHALL BE
DIRECTED TO THE GENERAL CONTRACTOR.
BUILDING OFFICIAl: STORE ADDRESS:
EA ARCHITECTS, INC, BILL BURGESS STORE NUMBER #0706
:>LAZA, SUITE 300 ZEPHYRHILlS BUILDING DEPT. 7631 GALL BLVD.
;204 5335 8TH ST. ZEPHYRHILLS, FL 33540
; ZEPHYRHILLS, FL 33542 (813) 782-1957
(813) 780-0020
-~~-
-
VICINITY MAP
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.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS VERIFY ALL EXISTING CONDITIONS PRIOR TO THE
OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. SUBMISSION OF HIS BID, ORDERING OF MATERIALS,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AND TO THE COMMENCEMENT OF ANY WORK.
COORDINATE DELIVERY OF MATERIALS IN A TIMELY
MANNER.
11. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL
REQUIREMENTS OF THE STRUCTURAL
ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES
AND SUBMISSIONS.
12. DURING ENTIRE CONSTRUCllON PERIOD, PROVIDE ONE
U.L. LISTED 2A: 20BC DRY CHEMICAL FIRE
EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2
GALLON WATER (E-10) AND ONE U,L. LISTED 10BC
CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED
TOGETHER IN EACH 3000 SQ, FT, OF WORK AREA OR
FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN
ALL CONSTRUCTION AREAS AT ALL TIMES).
2,THESE CONSTRUCTION DOCUMENTS HAVE BEEN
DESIGNED AND DRAWN ASSUMING EXISTING BUILDING
CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE
GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL
A T THE SnE, SHALL VERIFY ALL EXISTING
STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL
BEARING HEIGHTS, EXiSTING DIMENSIONS, TOP OF
MASONRY ELEVATIONS, ROOFING CONDITIONS .
(INCLUDING PARAPETS. SCUPPERS AND ROOF DRAINS)
AND JOIST BEARING ELEVATIONS PRIOR TO THE
FABRICATION OF ANY STRUCTURAL ITEMS. IF'
DISCREPANCIES ARE FOUND BETWEEN WHAT is
SHOWN ON THE DRAWINGS AND EXISTING FIELD
CONDITIONS, CONTACT THE WAl-MART CONSTRUCTION
MANAGER AND THE ARCHITECT IMMEDIATELY TO
DETERMINE WHAT ACTION SHOULD BE TAKEN TO
MATCH EXISTING CONDITIONS. ;rHE BEGINNING OF
CONSTRUCTION OR FABRrCA TION BY THE GENERAL
CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING
CONDITIONS.
3. REPORT ANY DISCREPANCIES FOUND IN THE FIELD
IMMEDIATELY TO WAL-MART AND THE ARCHITECT
PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS
OR ORDERING OF ANY MATERIALS.
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ZEPHYRHILLS, FL
STORE NUMBER: 0706
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DATE:
EXISTING SQ. FT.:
ADDITION SQ. FT.:
197,772
o
06/06/06
DRAWING INDEX:
GENERAL
CS COVER SHEET
SP1 SITE PLAN
ARCHITECTURAL
A 1 SIGNAGE AND ELEVATIONS
A2 ELEVATIONS
1. ALL WORK SHALL BE DONE IN A SAFE AND
WORKMANLIKE MANNER I\ND IN STRICT ACCORDANCE
WITH THE LOCAL AND/OR STATE (IF APPLICABLE)
BUILDING CODES, NATIONAL ELECTRIC CODE (NEC),
ADA-AOAAGS (ADOPTED HANDICAP ACCESSIBILITY
REQUIREMENTS), OSHA AND ALL APPLICABLE CODES,
REGULATIONS, ORDINANCES, AND AUTHORITIES HAVING
JURISDICTION.
2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
A THOROUGH KNOWLEDGE OF ALL DRA'MNGS AND
SPECIFICATIONS IN THE1R RELATED FIELD. THE
FAILURE TO ACQUAINT HIMSELF WITH THIS
KNOWLEDGE DOES NOT RELIEVE HIM OF ANY
RESPONSIBILITY FOR PERFORMING HIS WORK
PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE
ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE
TO FAILURE TO FAMILIARIZE WORKERS WITH THIS
KNOWLEDGE.
3. THE EXISTING BUILDING SHALL BE PROTECTED FROM
MOISTURE, DUST AND DEBRiS. INSTALL DUST
PARTITIONS OR DRAPES AS REQUIRED AND/OR
DIRECTED BY THE WAL-MART CONSTRUCTION
MANAGER TO KEEP DUST AND MOISTURE FROM THE
OPERA TING AREAS OF THE STORE.
4. ANY DAMAGE TO WAL-MART PROPERTY, WHICH
OCCURS DURING THE PROCESS OF CONSTRUCTION.
SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL
COST TO WAL-MART; THIS INCLUDES ALL
MERCHANDISE. CONTRACTOR SHALL PAY WAL-MART
THE COST FOR ALL DAMAGED MERCHANDISE.
GENERAL REQUIREMENTS
5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF
THE EXISTING BUILDING SECURITY AT ALL TIMES.
THIS INCLUDES KEEPING THE BUILDING SECURE FROM
PERSONS. ENVIRONMENTAL ELEMENTS OR HAZARDS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO
MAINTAIN THE INTEGRITY OF ALL EXISTING SEClURITY
SYSTEMS. THE CONTRACTOR SHALL OBTAIN
PERMISSION FROM THE WAL-MART STORE MANAGER
PRIOR TO THE MODIFICA 1l0N OF ANY EXIS'nNG
SECURITY SYSTEM FOR THE OPENING (DEMCLlTl'ON)
OF ANY EXTERIOR WALL,
6. THE CONTRACTOR SHALL KEEP WORK ARE~. CLIEAN
AND FREE OF DEBRIS AND IS TO REMOVE .\LL TRASH
AND DEBRIS FROM THE CONSTRUCTION Af~EA DtAIL Y.
NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE
STORED IN THE EXISTING BUILDING.
7. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR
SURFACES AS REQUIRED FOR THE I NSTAL'!.A TIOIN OF
NEW CONSTRUCTION. PROVIDE FURRING f"OR
CONDUITS AND PIPING. SHOWN OR NOT, A.NO F,'INISH
OUT FURRING TO MATCH ADJACENT EXISTING
FINISHES.
8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES,
PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT
AS REQUIRED DURING THE CONSTRUCTION PROCESS
FOR THE COMPLETE INSTALLATION AND OPERATIONS
OF NEW EQUIPMENT. THIS INCLUDES ALL ITE/viS
SHOWN OR NOT SHOWN ON THE DRAW1NGS. RESET
EXISTING EQUIPMENT OR RELATED ITEMS AS
REQUIRED FOR PROPER OPERATION,
9. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN,
REPAIR, PATCH, AND/OR REPAINT AS NECESSARY TO
BLEND WITH ADJACENT SURFACES. COORDINATE WITH
WAL-MART CONSTRUCTION MANAGER.
PROJECT DATA AND BUILDING CODE SUMMARY
NAME OF PROJECT:
STREET ADDRESS:
PROPOSED USE:
CODES:
WAL-MART #0706 ZEPHYRHILLS, FL
7631 GALL BLVD.
RETAIL
BUILDING CODE:
ELECTRICAL CODE:
PLUMBING CODE:
MECHANICAL CODE:
FIRE CODE:
ACCESSIBILITY CODE:
2004 FL STATE
2005 NEC
2004 FL STATE
2004 FL STATE
2004 FL STATE
2004 FL STATE, CH. 11
[/)
OCCUPANCY:
M - MERCANTILE
OCCUPANT LOAD:
UNCHANGED
MEANS OF EGRESS:
UNCHANGED
ARCHllECT
BOICE RAIDL RHEA ARCHITECTS, INC.
6700 ANTIOCH PLAZA, SUITE 300
MERRIAM, KS 66204
(913) 262-9095
BUILDING OffiCIAL:
BILL BURGESS
ZEPHYRHILLS BUILDING DEPT.
5335 8TH ST.
ZEPHYRHILLS, FL 33542
(813) 780-0020
SCOPE OF WORK
-REPAINT EXTERIOR
-REPLACE SIGNS
ALL QUESTIONS RELATED TO THE BIDDING AND
CONSTRUCTION OF THIS PROJECT SHALL BE
DIRECTED TO THE GENERAL CONTRACTOR.
STORE ADDRESS:
STORE NUMBER #0706
7631 GALL BLVD.
ZEPHYRHILLS, FL 33540
(813) 782-1957
VICINITY MAP
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS VERIFY ALL EXISTING CONDITIONS PRIOR TO THE
OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. SUBMISSION OF HIS BID. ORDERING OF MATERIALS,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO AND TO THE COMMENCEMENT OF ANY WORK.
COORDINATE DELIVERY OF MATERIALS IN A TIMELY
MANNER.
11. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL
REQUIREMENTS OF THE STRUCTURAL
ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES
AND SUBMISSIONS.
12. DURING ENTIRE CONSTRUCllON PERIOD, PROVIDE ONE
U.L. LISTED 2A: 20BC DRY CHEMICAL FIRE
EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2
GALLON WATER (E-10) AND ONE U.L. LISTED 10BC
CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED
TOGETHER IN EACH .3000 SQ. FT. OF WORK AREA OR
FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN
ALL CONSTRUCTION AREAS AT ALL TIMES),
2. THESE CONSTRUCTION DOCUMENTS HAVE BEEN
DESIGNED AND DRAWN ASSUMING EXISTING BUILDING
CONDITtONS MATCH THE ORIGINAL DRAWINGS, THE
GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL
A T THE SHE, SHALL VERIFY ALL EXISTING
STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL
BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF
MASONRY ELEVAllONS. ROOFING CONDITIONS
(INCLUDING PARAPETS, SCUPPERS AND ROOF O~A1NS)
AND JOIST BEARING ELEVATIONS PRIOR TO THE
FABRICATION OF ANY STRUCTURAL ITEMS. IF.
DISCREPANCIES ARE FOUND BETWEEN WHAT IS
SHOWN ON THE DRAWINGS AND EXJSTING FIELD
CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION
MANAGER AND THE ARCHITECT IMMEDIATELY TO
DETERMINE WHAT ACllON SHOULD BE TAKEN TO
MA TCH EXISTING CONDITIONS. ,THE BEGINNING OF
CONSTRUCTION OR FABRICATION BY THE GENERAL
CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING
CONDITIONS.
3. REPORT ANY DISCREPANCIES FOUND IN THE FiELD
IMMEDIATELY TO WAL-MART AND THE ARCHITECT
PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS
OR ORDERING OF ANY MATERIALS.
2-A2
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SHEET INCLUDED FOR INFORMATION
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NOTE: THIS SHEET IS A COPY OF
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PLAN FOR THIS PROJECT. THIS
SHEET IS PROVIDED FOR
ADDIT10NAL INFORMATION ON THE
ASSUMED EXISTING CONDITIONS AT
THE PROJECT SITE. THE ARCHITECT
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PROPOSED OEVElOPIOT Of' THE PROJECT SITE CONSIST OF A 204.161 S,F. +1-
WAL-MART SVP(RCENTEA ALONG OITH P^RKI~G, UTILITlf.S, STOR~ATER
~A~A"(~NT ~~EAS AND LANDSCAPE BUFFERS ON lOT', lOTS 2
THROUCH 4 TO BE OEVElOf'ED SEPARATELY FRo.\A THE I!AL-MART STORE.
STORMI'IATER RETEkTIONlDIHENTIOH FACILITIES HAVE BEEN PROVIDED
FOR ALL FOU~ LOTS AS A PART OF THE OV(RALL MASTE~ SYSTEM. AS PART
OF THE INFRASTRUCTURE I~~ROVEMENTS. CROSS ACCESS AND DRAINAGE
EASE~~NT ^GREE~NTS WilL BE PROVIDED AlUiG T~E PROPOSED [.PROVE~NTS.
SITE ARE,I,I
lOT I "REA
PROPOSED eUILOINO AREA:
LM.D USE OESIGNATfOl'l1
1.4T6,2C~.6~ S.F. - 33.669 AC.
1,344.435,2a S... ~ 30.e$4 AC.
2040161 S.F. (+1-)
Co,,"MEAC [Ai.
BIJILOIIIG AREAS
LOT , PROPOSEO FAA
lIA.l-+.ulRT eUILOING i!0,~.161 S.F. (+1-) 0.1'
(INCLltO~S SEASON.I\L
SHOP I
TOTAL
L~~O COVERAGE SUUWARYI
lOT I
au IlO lNO
PAVE,€NT/l~ERVIOUS
RETENT1DHIOETENTION
Of'EN SPACE/PERvIOUS ARU
MEA (AC.)
4,&6
11.31
3.7i
4,90
~O, 864
CQvtRAGE 11-)
15.75
56.61
12.26
15.36
100.0
I =
I !
I .
,'30' H~ONT I !
SLDG. SET8ACK~ ~
I .
I !
: !
: ,!
: ~ i
: ~ i
I ~:
I !
: !
~ i
: !
: i
: i
I ;
192.87' : =
v.__c&8a~n~.~~~G~..~.tta.~n~.~~~.r.
. I
I
Lor 3 :
0.983 AC. :
I
I
I
I
I
I
I
I
I a
I 0
: f.j
I
I
I
I
I
I
I
I
I
I
I
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1*.57' I ..
.a~~~A_~~.U~w~~~~.e~~~_n~aa~
I
I
I
I
I
TOTAL
tg+E~RE~~E~O~~~OIc~E~~:LV~~~TFyJy~r1~5X~L~~l~1 OF LEASE
LOTS 2--4
',REA (,l,C. I COV!.RAGE (1.)
LOT Z ',00 100
LOT 3 a.S!ll 100
LQT~ 1.042 100
NOTEI lOTS Z~ TO Elf RETAINED B'f THE SELLER TO BE
OEVEtCKD AT A lATER DHE.
PI>.RK IliO l/IFORIolH lONI
CITY or ZEPHYRHILlSL. PMIW1G REQUIREMENTSI
I SPACES PER 200 5.F. GROSS fLOOf\ AREA
BASED ON 204,161 S.F. BUILDINGI
ADA REOUIREME~TS: 21 Of 10'2 5T~lLS - 20 HA~OICAP SPACES RE~jlRto
( CITY OF ZEf>HYRIHllS Id':OII\.'I AGE ~ 32,7 VRS.OlO - ~~l..w.!lT GUIDEUNES OJ a Qf TOT"'l STALLS)
TOTAL PAR~ING STALLS RE'~IREOI '020 SPACES
TOTAL P^R~IN~ SPACES PROVIDED'
60' STAllS t9,5' 't 19')
90. STALLS (9.5' X 20' I
H^NOIC~, I1Z( J( ,~')
TOTAL t
MTIOI
&57
III
Z1
9..5
4.9 I' ,000
NOTEI FOR EXACT BEARINGS AND o I Mf:NS IONS
FOR NLL lOfS AND TRACTS SEE RECORDED PLAT
! SITE LEGEND
,
@i
@!
@'
@
@
C[)
@
ffi
~
<D
@)
@
@
CV
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6' ~ID~ FIAE LANE WITH 6- WIDE PAINTtO TRAFFIC rElLQ~ STRIPING AT
45. TYPICft.L. CURB 'to DE PAINTED 'tRAFFIC YELLOW AT rliESE LOCATIONS.
'NO PARK[NG-FIRE L~NE' PAINTF,O T~AfFIC YELLOW ~. PAVEMENT AT eo'o.c.
LETTERS 1'0 BE A f.4tNU4\JM 2 -0 TALL. .. _.. ..
PEOESfRIAN CROSSWALK WITH 4- WIDE PAINTEDdHITE STRIPING PARAlElL
TO DIRECTION OF TRAFFIC ~r 2'-0' D.C. UNLESS NOTED OTHERWISE, SEE
SITE PLAN FOR WIOTIj.
PEDESTRI~N CAOSSINO SIGN Wlla-~ ANa WI la-,p TYPICAL AT PEDESTRIAN
CROSSWALKS AS NOTED ON PLhNS,
-YIELD" PA1~lED YELLOW ON P"VEIol(NT TYPICIIL. SEe: OEHIL 7. SHT. C-15
FOR OH.ENSIONS OF P.UNTEO l.ETTtRl/l(.~,
RAhf"ED PA~e:MENT AT VESTI6ULE TO BE FLUSH WITH TOP OF' SIDEWALK
AT 5.0~ I.M~IMU!I. REFER TO ARCfllTECTUAL PLANS.
(KIT PORCH. SEE I.ACHITECTURAL PLANS FOR EXACT SIZe:.
LOCATION FOR STOOPS. STAIRS AND/OR RAMPS THAT MAY aE REQUIREO,
RMP P"VEMENT FLUSH 'NITH THE TOP OF STOOP.
e.o' PIPE BOLLARD TVPICAL UNLESS NOiEO OTHERW!SE,
AT GRADE O"'WJ,EAD POgR LOCATION. SE.E ARCHITECTURAL f'lMoIS
FOR EXACT SIZE ANO l CATION FOfl COOROINATlQ."I WIT'll CIVIL PLANS.
4" WIDE X 120' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES.
12' X ~6' CONCRgTE COMPACTOR PAD. REFER
TO ARCHITECTURAL PLAN FOR EXACT LOCATION ~NO SLOPE,
CONCRETE TRANSfon~~R PAD. CO~T~ACTO~ TO COOROIN~TE WITH ELECT. co,
FOR DETAILS.
ACCESSIBLE PARKINQ SPACE TYPICAL. SEE DETAIL SHEET FO" ACCESSIBLE
PARKING SPACE SIZE, SIGN AND S'(~Ol ....AN~- HDlCATES VAN
ACCESSIBLE SPACE).
~~!~Hg ~~~t~~.T~~xttELU%E~~ENgI~~cn~~R~~SfRAF~I~1~P2~~~~Lo~~.
SEE PL^N FOR LOCATION.
LEFT BLANK INTENTIONALLY
CART CQARAL TW1CAl-SU ARCHlTECTURIoL DRAWINGS FOR I'!Al-I:IIIRT
CART C~RRAL DETAIL. 110 CART CORRALS TOTAL).
-l.OADING lON~ PARKING ONLY' PAINTED YELLOW W/2'-o" TALl. LETTERS
AT 100' O,C.
Z'-o" LOADING Z?NE AT ALL CURBED PARKNG SPACES. .' P.4IIHEO YELLOW
STRIPING AT ~ 2 -0- O.C, SEE OETAIL I, SHEET C-15
lS' CONCRETE CURB AND GUTTER TYPICAL.
PAINTED DIRECTlO~jAl ARROW TYPICAL - SEE CETAILS 5 AND a. SHEET C-15
BUILDING SETBACK liNE PER ZONING ORDINANCE.
'2'-0- WrDE PAINTED, Y(~LO\f CROSS~ALK WITH 4" PAINTe:O YELLOW
STRIPING ~ 45' AT 2 -0 O,C.
AISLE INDICATOR SIGNS TYPICAL - SEE DETAILS 5 AND 6, SHF.e:T C-15
TLE STRIPING SEE DETAIL 9. SHEET C-15
"NO TRUCKS. SlG~, SEE DErAiL 8, SK[ET C-15
'NO TRUCKS- PAINTED YELLOW ON PAVEME.NT. SEE DETAI\. 7. SHEET 15 F~ DIMENSIONS OF PAINTED
LETTERING.
[~- -------,---.----~-- ~~J
1. FOR SIGNAGE AND PAVEMENT MARKING INFORMATION
SEE SIGNAGE AND PAVEMENT PLAN C-5.
2."REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN"
- ----~~~~...-r:-.~~___~.,_....:.r._~~_ ~~.,~
........~........-.---_..............._~__.........~_.---....r.-;-...-=>_.....~_____.......____
LEGEND
APPROXIMATE BUILDING SPT BORING LOCATION
APPROXIMATE PARKING AUGAR BORING LOCATION
APPROXIMATE ROAD SPT BORING LOCATION
APPROXIMATE STORMWATER POND SPT BORING LOCATION
APPROXIMATE LBR SAMPLE LOCATION
------~""'&.......n::._~~...._,~_..:o,_.__....-......-~~~__,
CD
SITE PLAN
NTS
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-rI'- - - -0-- - A--
-1/8" THICK FORMED -
V PLASTIC LETTERS E.I.F.S.~
~~-~ -' ----~- _\~
- - I-
lo = lo CD
I I I
. .
..- = ..-
..-
~ "" '"" ~ <----
l==
--1/8" X 4" THREADED
STUD IN 1/4" F= - :^-~
~ ^ ~ DRILLED HOLE .~ '-
V FILLED WITH SILICONE E.I.F.S.
SMOOTH-FACE CMU SPLIT-FACE CMU
@ 18"
1 4 1/2" =
SIGNAGE SECTION
1'-0"
v
~
,
-
'0
I
\.n
/
SEALANT ALL SIDES
::::0""
@
o
,--
I~ DAYLIGHT HIGH OUTPUT
FLUORESCENT TUBING OR
IllUMINATION WITH L.E.D.
MOUNTED ON ALUMINUM WIRING
TRACK (ALL ENCLOSED WIRING)
1/2" X 4" SLEEVE
ANCHOR
I-
-V'-
5' -0" LIGHTED
SIGNAGE SECTION
1/2" = 1'-0"
CMU
/ -{
n. ( ~
00
1-2
15
O~=
I- S 0
= (]) I
o .
I LL. If)
';<)0
!-L
I
(190 SQ, FT.) -~}
a
I
N
NOTE: INDIVIDUAL I
WAL-MART LETTERS
ARE INTERNALLY LIT "'
'1
9'-3"
~O. ~~2~ 1/2.~~Er L!!
19'-1"
r
! ~'~Jrr re
-t
!I~
HELVETICA MEDIUM STUD MOUNT PLASTIC LETTERS
a
I
27'-3~"
HELVETICA MEDIUM STUD MOUNT PLASTIC LETTERS
30" "WE
1/4" = 1'-0"
SELL FOR LESS"
17'-9"
8'-103"
~ f4 ~
:t)NAL*MART 14'-11~. ~
f~T'RE & LUBE
~~-EXPRESS
-r-~u_ 15'-10~. (77.01 SQ. FT.)1
@ ~p~tl'_JLE SIGNAGE
5'-1Oa"
d t
!~ ~~.~~p~al
14" LOWER CAS~
@ J/~~ 1._:.0PTICALIt SIGN
9'-8~"
._~_i~ h t
rL arm~cy HELVETICA MEDIUM STUD
~ MOUNT PLASTIC lETTERS
I 18" CAPS (14.56 SQ. FT.)
14" LOWER CASE
18" "PHARMACY" SIGN
1/4" = 1'~~- ----
e
(44.38 SQ. FT.)
HELVETICA MEDIUM STUD
MOUNT PLASTIC LETTERS
o
30" "FOOD CENTER" SIGN
1/4" = 1'-0"
8'-11~" 3'-3~"
,ft ." -t t
rt Lube Expres~t !t= Tires HELVETICA MEOIUM STUD
(8.96 SQ. FT.) (3.26 SQ. FT.) MOUNT PLASTIC LETTERS
o J/f~l'_~ERVICE BAY SIGNAGE
I 3" 4' 63"
6'-10" 3 -68 - 4 7'-11"
~tRakery !~tbeli !tMeal !tProduc~
& CAPS 14" LOWER CASE =:/ HELVETICA MEDIUM STUD MOUNT PLASTIC LETTERS
(10.25 SQ. FT.) (5.30 SQ. FT.) (6.84 SQ. FT.) (11.88 SQ. FT.)
o ~~~ 1._~UPERCENTER ANCILLARY SIGNS
HEL VET1CA MEDIUM STUD
MOUNT PLASTIC LETTERS
(10.26 SQ, FT.)
12
_I~ 11' -0"
~-~l: Hr Ph~td HELVETICA MEDIUM STUD
I - MOUNT PLASTIC LETTERS
~~~. ()
,- 18" CAPS 16.50 SQ. FT.
14" LOWER CASE
18" "1-HR PHOTO" SIGN
--
1/4" = 1'-0"
@
38' -0"
-~ 1
.-
t
PAINTED .071 THICK
ALUMINUM SIGN RETURN~
WHITE OR RED ACRYLIC "-
FORMED SIGN FACE
(CLAM-FACE) -----~ I
~I
I
I II
I
I
I
I
I
I
I
I
HIGH OUTPUT FLUORESCENT
LIGHT BALLAST FURNISHED
BY WAL-MART SIGN SHOP
v--- 3/8" FLEX CONDUIT 10'
LONG SUPPLIED IN EACH
~ . \ LEITER, STUBBED THROUGH
>==- AND CAULKED BY SIGN
INSTALLER
~ -- 4"x4" JUNCTION BOX SUPPLIED
AND INSTALLED BY GENERAL
_ CONTRACTOR'S ELECTRICIAN
I 3'-103"
_$} EQ~ 4 -/ EQ. -t} _~
,39.00'!f!:ER~~NTE~
r.'-6"
--.f--?-
9'-3"
1
5' -au
1/4" = 1'-0"
UWAL-MART SUPERCENTER"
SIGNAGE
EQUAL EQUAL ~EXISl1NG SIGN TO REMAIN
s~~~s EQUAL EQUAL EQUAL S~~~~S ~ \(P37)- ~ ~ / P3
~PACE:;C:PACE)S~AC S fi\ ~i\ '\ __ :==::,I /
III I/\\\}/~//
...., M ... ........ ~ j \ \ ~ I
welilf ~tii. \
, r I I I I I f\ I i\
,
//
I I I,r
-I I H \\
. n · rqn
IH
P38
EXISTING
PF3
-{P38 )(TYP,)
4ID----J
(TYP.)~ (ill.
W'~R'
m
SIGN
\ P37
\
EXISTING SIGNAGE SCHEDULE NEW SIGNAGE SCHEDULE
I"
-/ -
FRONT S\GNAGE QTY COLOR INDIVI~UAL TOTALOAREA FRONT SIGN AGE QTY COLOR INDIVI~UAL TOTALOAREA
AR A AR A
7' WAL*MART 1 WH ITE 392 SF 392 SF 5' WAL*MART 1 WHITE 190 SF 190 SF
FT.) 36" SUPER CENTER 1 YELLOW 87.94 SF 87.94 SF 24" SUPERCENTER 1 YELLOW 39 SF 39 SF
107" ALWAYS 2 RED 146 SF 292 SF 107" Always 2 RED 145.64 SF 291.28 SF
3D" Food Center 1 WHITE 50.42 SF 50.42 SF 30" Food Center 1 WHITE 50.42 -
f-------- ,--- ---- SF 50.42 SF
30" Low Prices 1 WHITE 44.38 SF 44.38 SF 30" Low Prices 1 WHITE 44.38 SF -
44.38 SF
30" We Sell For Less 1 WHITE 68.23 SF 68,23 SF 30" We Sell For Less ~ WHITE 68.23 SF 68.23 SF
-N-/A-- o SF 0 SF N/A 0 SF 0 SF
._-
18" Bakery 1 BLUE 10,25 SF 10.25 SF 18" Bakery 1 BLUE 10,25 SF 10.25 SF
18" Deli 1 BLUE 5.30 SF 5.30 SF 18" Dell 1 BLUE 5.30 SF r-
---.-- -- -~ 5,30 SF
18" Meat 1 BLUE 6.84 SF 6.84 SF 18" Meat 1 BLUE 6.84 SF 6,84 SF
18" Produce 1 BLUE 11.88 SF 11.88 SF 18" Produce 1 BLUE 11,88 SF 11.88 SF
18" Pharmacy 1 BLUE 14,56 SF 1l1l:iR SF 18" Pharmacy 1 BLUE 14.56 SF 14,56 SF
18" 1-Hr. Photo _ ---L_ BLUE 16.50 SF 1R .~n SF 18" 1-Hr. Photo 1 BLUE 16.50 SF 16.50 SF
18" Optical 1 BLUE 10.26 SF 1n ?R 18" Optical --
SF 1 BLUE 10.26 SF 10.26 SF
!itA o SF 0 SF N/A --
- o SF 0 SF
Tire & Lube 1 BLUE 47.71 SF 47.71 SF 30" Tire & Lube 1 BLUE 47.71 SF 47.71 SF
1------
Express => 1 BLUE 45.77 SF 45.77 SF 30" Express => 1 BLUE 45.77 SF 45.77 SF
TOTAL FRONT SIGNAGE 1107.04 SF TOTAL FRONT SIGNAGE 721.26 SF
AUTO CENTER SIGNAGE AUTO CENTER ~GNAGE
15" WAL*MART 1 BLUE 11.1 5 SF 11 .15 SF 15" WAL*MART 1 _BLUE 11.15 SF 11.15 SF
- f---
21" TIRE & LUBE 1 BLUE 26,15 SF 26,15 SF 21" TIRE & LUBE 1 BLUE 26.15 SF 26.15 SF
30" EXPRESS 1 BLUE 39,71 SF 39.71 SF 30" EXPRESS 1 BLUE 39,71 SF 39.71 SF
--
12" Tires 4 WHITE 3.26 SF 13.04 SF 12" Tires 4 WHITE 3.26 SF I---
-- 13.04 SF
12" Lube Express 2 WH ITE 8.96 SF 17,92 SF 12" Lube Express 2 WHITE 8.96 SF 17.92 SF
-- ---
PENNZOIL Logo 1 YELLOW 30 SF 30 SF TOTAL AUTO CENTER SIGNAGE --
105.27 SF
TOTAL AUTO CENTER SIGNAGE 137.97 SF
TOTAL BUILDING SIGNAGE 1245.01 SF TOTAL BUILDING SIGNAGE 826.53 SF
GENERAL NOTES
1. REPLACE ALL EXISTING 7'-0" "WAL-MART" LETTERS WITH 5'-0"
LETTERS AND 2'-0" "SUPERCENTER" AS SHOWN ON ELEVATION
1-Al.1, DETAILS AND SCHEDULE.
2. All NEW "SUPERCENTER" SIGNS TO BE STUD-MOUNT, NOT
LIGHTED. REF. DETAILS.
3. REPLACE ALL EXiSTING 3'_0" "SUPERCENTER" SIGNS WITH A
2'-0" "SUPERCENTER" SIGN. REF, ELEVATION 1-A1.1 AND
SCHEDULE,
4. EXISTING BANK, FOOD, HAIR CARE AND NAIL SALON TENANT
SIGNS TO REMAIN. DO NOT REMOVE TO PAINT. AREA OF TENAN
SIGN AGE NOT CONSIDERED IN THIS SCHEDULE, (TENANT SIGNAGE
is PERMITTED SEPERA TEL Y).
5. MISCELLANEOUS SIGNAGE (I.E. OPTICAL AWNING SIGN) NOT
ADDRESSED IN THIS SCHEDULE. COORDINATE WITH JASON
TURNER (479-204-0506).
6. REMOVE ALL LOGO SIGN AGE, I,E. "PENNZOIL", "VALVOLlNE",
"QUAKER STATE", AND "BETTER HOMES AND GARDENS."
7. PATCH AND REPAIR EXISTING EXTERIOR WALL SURFACES AS
REQUIRED BY SIGNAGE REMODEL WORK,
FINISH SCHEDULE
@ SW1504 "NOBILITY BLUE"
(P37J SW0046 "WHITE HYACINTH"
(P38) SW6102 "PORTABELlO"
(P39) SW6122 "CAMELBACK"
~OVER DOOR (TYP.) /--@----l
./
YtIU.*MMT
TIRE & LUE
EXPRESS
P37 (TYP.) r{P39)
/
r
/
r IJ.Jbe ExprMa
/
o
n....
TI,...
~
\
=
D
\1
~{P38)
--.
CJ
c::J c::J CJ
c:J CJ
CJ CJ CJ
c:J c:J c:J
I
1/
\
\L{P38J
\
-- ~- \\
CD f=~gNT AUTO CENTER ELEVATION
P38
~
"'" \-
I'
- EXISTING SIGN TO REMAIN
(-~{P37J
EXISTING
~
/
1=
P39 .\
EQUAL EQUAL
SP ACES I. I. SP ACES ,
'u c,-.. \"'........
~ p. .~. -, --- -:r-=r-='-
'" \ ! rh! !~ It.m ht1
P39~ [P38) ~ P38
P39
\
,
HII. .....
'~', ' ~~,
.",.""~ '", ,;,'- '............
,'" '...... ."."'" "
~ . lCa"__"-"'V~1Q~~~~
--~. .~--,..- ...... .- F=--...r., "T- r-
iili iALJm11
I I j' jl YI I
L-I .1__ I
/
.............
. I I I
[I-j II--H I
1\ I ~~
, , p~-
v
P38
CD f=~.g.NT ELEVATION
~ - ~ C!;
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...... .
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SIGNAGE AND
ELEVA TIONS
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Ett:tIT':==i==____;
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V!C!NIT Y MAP
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;l<.""==<<<=';~~"""____""~"""""_'_._"'__"'_>W,l;'_-=-""""
STAfEMEMT or IMTENTt
PPOPOStD OE\'HOfI>f:NT CF THt PR()..IECT S irE CONS I ST OF A 204 d $1 S. F. ..1_
Uf.."W,iU S'JPtRCE./-TER liU:.ING tTH PAR~INU. UTlltTIES. STORloftHEI'l
MANAG(!ilEMT AReAS AND LM-iQSCAPE. SVFERS ON lOT'. LOT'S 2
THROUCH 4 TO BE DEVELOPED SEPARUEl Y FROM THE tAl'.MART STOOE.
SlDA:,\1i~'tR RnEMiIONJPETE~T:O~ FACIUTIES HAVE BEEN PROvIDED
FOR ALL FOUR Lens AS A PART OF nlE OVERAll MAHER SYSTEM. AS ~A!lT
OF THE INFRASrPUCTUR( IMrPQVEMtNTS. CROSS beOESS AND DRAINAGE
EAStMt~r AGRlEI>f:NTS :rILL BE PROYIDED ALONG THE PROpOSED fMrROVEW(NTS.
S liE MEA.
lOT 1 MltA
pROPOSED 8UILOIN~ AREA.
LAND USE OEStGNATIONI
1.n$.ZO~.84 S.F. - n.an I.e.
1.3~.,435,~a 5.1". - ~o.at4 I.e.
20~.16r $.1". ('/-)
COlM:RC I At
BUILOI!fG AREAS
LOT 1
'!At'Y)'RT eUIlllINO
11NCtUl;€S SEASONAL
SHOPl
PI'lQl'OSf.C
204.l61 S.F. "/-1
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LAND COVERAGE SUMYARY:
LOT'
AREA lAC. l
~.66
11.3\
3.19
4.90
COVERACE ('4)
15.75
56.6\
12.Z8
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PAV(M[NT/IMPERVIOUS
RETENTION/DETENTION
OPES SPACE/PERVIOVS AREA
TOTl\L SO.llS4' 00. ()
HOTEl iRU Of' LOT \ INCLunES nm.lRE OEVEL~IiT Of' LUSE
LOT AREA '0.847 ACRES). TRACT '8' (1.0$9 ACRESl
lOrs 2-4
ARE A (AI:. I CO\'tRAGE ('%J
LOT 2 I.CO 100
LOT 3 0.583 100
LOT 4 \.0-12 100
HOTE' LOTS Z.... TO & RETA!NED BY THE SELLEfl TO $E
OEYELOPtD AT A LATtR OATE,
PARKINO INFORMATION.
CITY Of ZEPHYRHllLSL PAR~ING RE~J1REMENTS.
, SPACES PER 200 S.f. GROSS FLC~~ AREA
eASEl) ClI'I 20~o167 S.F. ilUILDINCI
AOA REOOIREMENTS: 21 OF ,032 STALLS - 20 HANOICAP SPACES RE~JIREO
( CITY (IF ZERHYRHILLS l4::0fAN AGE" '2.7 YP.S.OlD - '#Al."MART GlJ1DEUNES- 2% Of TOTAL STALLS I
TOTAL PARKING STALLS REQUIRED. 1020 SPACES
TOTAL PAR~IN~ SPAtES PROVIDED,
60' STAllS (9.S' 1. 19' l
90' STALLS (i.5' )( 20' I
HN-lDICAl" liZ' x 19' I
TOTAL:
llATlO.
651
\11
21
995
~.g 11,000
~<)iEI FM HACT BEAlIINGS At%) OH~NS10NS
FOIl AlL lOlS ANO HueTS SEE RECOROED PLAT
SITE LEGEND
@
@
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$' WIDE FIRE LANE WITH 6. WIOE PAtNTtO TRAFFIC YELLOW STiHI"INq AT
<45" TYPICAL. CUR!! TO !lE PAINTED TRAFFIC YELLOW AT THESE LOCATfOt<S.
'NO ?"Rl\INQ40IRE. U.lIE' PAINT~O !RAFFIC \'ELlOW ClI'I PAVf:~NT AT eo'o.c.
LETTERS TO BE A MINI~M 2 '...0. TALL. .. _" .,
PEOESTRII>.N CROSSI'fALl\ WITH 4' WIOE PAII'ITtO WHlfE STRIPING PARALELL
10 DIRECTION OF TRAfFiC AT 2'-0. C.C. UNLESS NOTED OTHERWISE. SEE
SITE PLAN FOR iWFH.
PEDESTRIAN CRG~SING SICN WI 10-2 AND W!la-2p TYPICAL AT PEOESTRIAN
CR0$5~ALKS AS HOTED ON PLANS.
~YIELD. PA!NTED YELLOW ON PAVE4ENT TYPICAL. SEE DETAIL r. Skr. C-'5
faR OINENSIONS OF PAINT'ED LETTERING.
@
(€)
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RAMPED PAVEMENT AT VESTIBULE TO BE FLUSH WITH TOP OF SIDEWALK
AT 5.01 MA~lVUM. REFER TO ARCHIT'ECrUAL PLANS.
EXIT ?QRCH. SEE. ARCl-llTEcrUPAL PLANS FOR EXACT SllE,
LOCATION FOR STOOl'S. STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.
RAMP PAVEMENT FLUSH WlrK THE TO? Of STOOP.
e.o' PIPE 80LLARD TYPICAL UNLESS NOTED OTHERWISE.
AT CRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS
FOA EXACT SIZE AND LOCATION FOR COORDINArl~N WITH CIVIL PLANS.
.. WICE 'I. 120' LONG YELLO'll PAINTED TRIJCK ALIGNMENT STRIPES.
12' X 36' CONeRElE COMPACTOR 1",1,0. REFER
TO ARCHITECTURI>.L PLAN FOR EXACT LOCATION k~O SLOPE.
CONCRETE lRAN$FORMER PAD. CONT?ACTOR TO Coop,OINATE rIrH ELECT. co.
FOR DETAILS.
~~~~T~~i.\~~At~R~I~~.s~tg~ I~bl~~b8olE~v~~!~!~o1~iY~sr~N^CCEsStaLE
ACCESSlSLE SPACE).
~:l~i~g ~~~t;~.T~~A~tCELU~5Ef~ENgIR~c~r8~R~iS~RAf'fr~I~?S2~~~Lo~~.
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[-~ SIGNAGE AN~--~-~V~MENr ~;~KING INFORMATION --~
SEE SIGNAGE AND PAVEMENT PLAN C-5.
, 2."REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN"
"""""'W;" , ~~'~'__~__"""_>>>f>__"""'''''~~~",_~.-"",,",,_~~~
CART CORRAl. TYPICAL-sEE ARCHlTECTliRAL ORAWINGS FOOm-MART
CART CORRAL DETAIL. (10 CART CG'RRALS TOULl.
~LOAOIN(l ZONE PAHKlNG ONLY' PAIt-HEO YELLOW '1/2'-0. !ALL LETTERS
AT 100' O.C.
2'-0. LOADING ZI~E AT ALL CURSEO PARKNG SPACES. 4" PAINTEO YELLOW
STRIPING AT J 2 -0. D.C. SEE DETAIL f. SHEET C-1S
\a~ CONCRETE CURB AND GUTTER TYPICAL.
FAINTED DIRECTIONAL ARROW TYRICAL - SEE DETAILS 5 AND G. SHEET C-15
BUILDING SETBACK LINE PER ZONiNG ORDINANCE.
12' --I)' IltoE PAINTED YE~LD'M CROSSWALK 'lITH 4' PAINTED YELLOW
STRIFING a 45' AT 2'-0 O.C.
.ISLE INDICATOR SIGNS TYPICAL - SEE DETAILS 5 kYO S. SHEET C-15
TlE STRIPING SEE DETAIL i. SHEET C-15
'NO TRUCKS. SIGN. SEE DETAIL 8. SHEET C-1S
'NO TRUCKS. PAIMTEO YELLO\ll ON PA'<'tI>EMT. SEE DETAIL 7, SHEET 15 FOR DIMENSIONS Of PAINTED
LETTERINO.
"_*;____>W_~=w__,""=>OW/____~ '1". mf<Xl. -"=--m,..."..==%lSl~~
80r~ING
o B-1
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OR - 1
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6 LBR - 1
LEGEND
APPROXIMATE 8UILDING SPT BORING LOCATION
APPROXII.4ATE PAf~KING AUGAR BORING LOCATION
APPROXIMATE ROAD SPT BORING LOCATION
APPROXI~vlATE STORMWATER POND SPT BORING LOCATION
APPROXIMATE LBR SAMPLE LOCATION
---~---/_~~~>>:=""'~_.<o>>;~/"';_4'_&''''_=<<<'~~_",._
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SHEET INCLUDED FOR INFORMATION
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NOTE: THIS SHEET IS A COpy OF
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ASSUMED EXISTING CONDITIONS AT
THE PROJECT SITE, THE ARCHITECT
OF RECORD HAS MADE NO
MOD/FICA TIONS TO THIS SHEET OR
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WITHIN THEM AND CANNOT BE
HELD RESPONSIBLE FOR THE
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