HomeMy WebLinkAbout08-5512
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5512
Number:,5~12 ~ ,
Permit Type: COMMERC)AL ..,
Class of Work: ADD/AL T COMMERCIAL
Proposed Use: COMMERCIAL
Square Feet:
Est. Value:
Improv. Cost: 355,264.00
Date Issued: 5/31/2006
Total Fees: 16,569.05
Amount Paid: 16,569.05
Date Paid: 5/30/2006
Work Desc: PHYSICIAN'S OFFICE - SUITE 101
Address: 7323 GREENSLOPE DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 34-25-21-0000-00300-0081
Name:
Address:
R A
DAVID HARVEY ELECTRIC CO INC
OLIVER PLUMBING LLC
SPI MECHANICAL
DIN
PLUMBING FEE
SEWER CONNECTION COMMERC
WATER METER RES 3/4"
TRAFFIC IMPACT FEE 1%
169.50 MECHANICAL FEE
4,361.98 WATER CONNECTION COMMERC
180.00 TRAFFIC IMPACT FEES COMM
345.30
35.00
1,125.41
8,287.21
IM~ 31\-{)~
YJP
F C B
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTION 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 commencement."
NO OCCUPANCY BEFORE C.O.
~~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Page 1 of 1
Bill Burgess
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From: ' Shan~ LeBlanc w18u"- 002-2-
Sent: Friday, November 16,2007 2:47 PM
To:: Bill Burgess
Cc: Rick Moore
Subject: 7323 Greenslope Dr.
Attachments: 7323 Greenslopeside south-side111607 001.jpg; 7323 Greenslopeside north-side 111607
002.jpg
Bill:
When you get a chance can you contact the contractor working at 7323 Greenslope Dr. and let
them know that the sidewalk repairs / replacement at this location are non-compliant?
The south-side of the drive has:
. Excessive ramp slope
. Excessive cross slope
. Truncated dome mat is a trip hazard and does not cover the entire width of the sidewalk.
. No expansion material used.
North-side:
. Excessive cross slope
. Truncated dome mat is a trip hazard and does not cover the entire width of the sidewalk.
. No expansion material used.
Should you have any questions, please let me know.
Thanks,
Shane
Shane J. LeBlanc
City of Zephyrhills
Public Works
5335 8th Street
Zephyrhills, FL 33542
T: 813.780.0022
F: 813.780~0025
I
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11/19/2007
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:Page 1 ofl
Bill:Burgess
From: . 'Sha;e LeBlanc~ 8u ... o02-:Z..-
Sent: Friday, November 16,,20072:47 PM
'To: .BiII.Burgess
Cc:' Rick'Moore
Subject: 7323 Greenslope Dr.
Attachments: 7323 Gree'nslopesidesouth-sidet11607 Q01.jpg; 7323 Greenslopesidenorth..;side '111607
002.jpg
Bill:
. '
Whenyou get a chance can you contact the contractor working at7323 Greenslope Dr. and let
them know thatthe sidewalk repairs / replacement at this location are non':'compliant?
The south-side Dithe drive has:
'. Excessive ramp slope
.. . Excessive cross slope
'. Truncated dome mat is a trip hazard and does not cover the entire width of the sidewalk.
'. No expansion material used.
North-side:
. Excessive cross slope'
;. Truncated dome mat is a trip hazard and,does not cover the entire width of the sidewalk.
. No expansion material used.
,Should you have any questions, please let me know.
Thanks,
Shane
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Shane J. LeBltlnc
City of ZephiJrhilZs
Public Works
5335 8th Street
Zephyrhills, FL 33542
T: 813.780;0022
F: 813.780;0025
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11/19/2007
-
Dr. G.M. Ramappa
7323 Greenslope Dr.
Suite 101
SQ. FEET PRICE
MAIN OR LIVING: 5,824 $ 61.00
OTHER AREA UNDER ROOF: $ 50.00
OTHER: - $ 0.85
VALUATION $ 355,264.00
FEE SHEET $ 1,248.00
ADDRESS $ 30.00
DRIVEWAY $ -
BUILDING: $ 1,902.00
CREDIT: $ -
BUILDING LESS CREDIT: $ 1,902.00
ELECTRICAL: $ 162.65
PLUMBING: $ 169.50
MECHANICAL: $ 35.00
SUB-TOTAL $ 2,269.15
RADON: $ -
TOTAL $ 2,269.15
SEWER: $ 4,361.98
WATER: $ 1,125.41
IRRIGATION: $ -
TOTAL: $ 5,487.39
WATER METER:I $
IRRIGATION METER $
180~00 I
FIRE DEPARTMENT FEES
PLANS TOATL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ -
Paid on shell
permit
PUBLIC SAFETY IMPACT FEES
POLICE $ -
FIRE $ -
5% $ -
TOTAL: $ -
Paid on shell
permit
SUB-TOTAL $
7,936.54 I
I
Plus 25% TIF l ~~~~~9.~5__~
i .'i
PARK IMPACT FEESI $
, I I.,., (
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
TI F'S: $ 34,530.06
99% $ 34,184.76
1% $ 345.30
25% Required at
Time of Permitting
Remaining TIF due
at CO
PERMIT TOTAL: $ 42,466.60 I Due at CO
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!(IJ...~'). :,),,1
$ 1 / ~ i It;
8,632.5 ~ 'y\ S' , '3 D
$25,897.55
$25,897.55
Z~r~~l\.'L) MW. At:l) ;2J.-}h .
(;1l.G:~ S~fh...- j)ll,
.square Feet
5H)i'-~ u.Jl,i
2..' I ~ OD
Dollar Amount
'f.- t:33
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~
y)'0 i\,}) ~~T:
P A'LtJ N '"
Valuation ' O<~) "SlI' '.1,7>
---1, ) .
Building
<~. h?
Electrical
'7
Plumbing l!11 ,50 '
70
Mechanical .570" ~~
~Do~ 101.51
Connection Fees
~ ?
7{77~l- J~
vs~d ~
--
Sewer
Water
er-
-:::::- qao.. ..3-....
School Impact Fee
~}{T
I
C I' 2~ 5'( fT5. '~L >< :5~/i 3,
, ~portation Impact Fee
-
Jj
34-15?:i~)1 0~
j;Y~
Park Impact Fee ,N )1)
't~tt~ .~ 1) - I
I\:(~ ') X /75:40.,.:;:: I. r~1'(7)'
J D, '"6S-~. P bl" S f I
..' U IC a ety Impact Fee' :=:::-? 6b 2- .l}I ^ I.~) ---:
)):Ut'k lu, '32 i.. ~ i b1/,i' -=- J 1'71o'?~ ,bb ' I
City of Zephyrhllls
Water and Sewer Impact Fe. Calculation
Land Use Type:
Doctor or Dentist Office
No. of Practitioners
No. of Employees per 8hr Shift
Impact Fees
Within City Limits
$ 1,125.41
$ 2,796.07
$ 1,565.91
$ 5,487.40
Water Distribution System
Wastewater Collection System
Wastewater Treatment Plant Capacity
TOTAL
Outside City Limits
$ 1,407.44
$ 3,494.42
$ 1,955.37
$ 6,857.23
/
CI'1'Y OF ZEPBYRBILLS PERMJ:T APPLICATION
BU:ILDXNG DZP~ 5335 8m st, Zephyrhil.l.a, FL 33542 ~
813-780-0020 FAX: 813-790-0021 _~~LI.
DATE RECEj;Y3D-- 'y ~ --....
P."'" """""" >'OR P~ $i3-BIf3-qc.~~{I,
O"'~R' , !]'g'd.3 p!-. ~: M. R NYi It p,aA '.ONE g-;:: fS/ Gl- ~6'~ ~L
JOB ADDRESS ::,,~r_',..{' J"'1p'~ ~,D/~~,~ ~_ IDI _~~3,\lY+,lQ5
LEGAL DESCRIPTION: LOT (S) BLOCK SUBDIVISION
...
PARCEL ID # :5' y "< S Z J t1!i::7 06 00 ;;'00 ()ot; I IORTA TN
WORK PROPSED: ~EW CONSTRUCTION 0 ADDITION OALTERATION
OSIGN 0 MOVE 0 DEMOLISH
FROM PROPF.RTY TAX NOTICE)
o REPAIR
o INSTALL
PROPOSED USE:~L FAMILY DWELLING
~OMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK .... <;;""/1"W/ e/cj> tr ~jC'mt)/L ft, ,)/l..-t
BUILDING SIZE /ttj ~15'5 SQUARE FOOTAGE /c;f).::Y:? HEIGHT,n,.~ ?8'
Ji BUILDING
)l! ELECTRICAL
Jtr PLUMBING
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIhL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINE~~LJ.--P:Q>;NS-^'REQi:itRED;, \. /J ..11 I)' ~
PROPERTY SURVEY REQU~~j;;D':rO~~L N~f}Y,..ST ,R~::O,N.....) /. /~~.J:!t2~-
/'1 1";) /-Y CY 'i vyv I f '-' ./ ,----- ' , .
/' PERMJ:~S 's-~-- ~:LFD I :'3..2-t '( ~,'" ,
$ gf5'~ ''C)D RU~----'---"'LJ._~-_...
V' 5 S}4.k..s - k>.ces- ~~Jo~
/66tf AMP SERVICE 0 Progress Energy 0 W.R.E.C. ~
.sf MECHANICAL
$ G'~~o
VALUATION OF MECHANCIAL INSTALLATION
o GAS .t:S'ROOFING 0 SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 1;3. BLOCK
o FRAME
o STEEL
o OTHER
SIGN
"'ROJECT ':nooo "NE~YE~M~NODt'Q~~
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STATE CERT OR REGI~~~.yeL""~
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MECHANICAL f P 0 COMPANY <' _~ M 7i!:C.HIt-N ~ L
SIGNATURE '1>, r ~ ,{, STATE CERT OR REGIST # C Me!. 12lf 9 g b ~
*****************************************************************
O'l'BER f/Rc.Di' Vl j
SIGNATURE~~LC-
COMPANY I "
'Hl"lh)p
Pro Se~ v I CE's.. ,I 1'\ L
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STATE CERT OR REGIST #
5'51~
SOUTHEAST DESIGN INTERNATIONAL INC.
2151 SOUTHERN OAKS LANE, LAKELAND, FL - 33813
TEL: 863-409-6422 FAX: 863-644-6507
GENERAL CONTRACTOR, CGC # 1509215
March 28, 2007
To,
The Building Official,
City of Zephyrhills. Florida.
Ref: Extension in building permit #5512
Dear Sir,
Our bldg permit has expired. We picked up permit long time back. Our work was
on hold after the permit was picked. Also the bank was unable to complete its
loan formalities with the owners on time. We will face financial hardship if our
permit is not renewed at this time.
In view of above situation, please consider our case and grant us extension so
that we can finish the project in a timely manner.
y
Bipin
For
Southeast Design International Inc.
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PERFORMANCE BUSINESS P~ODUCTS. INC. 813-719-8008 FAX 813-719.7919
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FLORIDA
to-o s ~L(
WATER ACCT. NO.
DATE 5-3\-ob
,...........'---..-
SHUT OFF SERVICE 0
,. \.." 0: TURN ON SERVICE ~
INSTALL METER g
READ METER 0
CHECK METER 0
OTHER 0
Sc:>~ea..*("", "De5\.':)n
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MAILING \0 LtC:::; G...o\OY\..... \ Pax\<;' Lx-
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SERVICE ADDRESS I~~~ ('..,v-~~n~\np-e- Dv-- ~1J\-t11 \0\
[i(" WATER
OWNER/
RENTER
o SEWER
o GARBAGE
~N CITY
o OUT CITY
-L No. OF UNITS
_ DEPOSIT AMOUNT
31411 ~ ~
7..e('{Y\;.\-- 56\~
_ AMOUNT LAST BIll
_ DATE
_ MISC. CHARGE
WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office,
ORDER GIVEN BY
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'PERFORMANCE BUSINESS PROOUCTS.INC. 813-7111-8008 FAX 813-719-7010
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CITY OF ZEPHYRHILLS
ZEPHYRHIUS, FlORIDA
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DATE
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TURN ON SERVICE g-
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INSTAlL METER F;:J/
READ METER 0
CHECK METER 0
OTHER 0
OWNER!
RENTER SouJ-h ~ ~~\ ~ "!-n i1u ~ ~
MA'UNG .:2 \ 6 I SO~e.rvr C::bJ-(C; L Y)
J....oJLD In, ^"'-rO.} +="l ;5 3 ~ f ~
SERVICE ADDRESS 73d.~ G('~e.n51~e nV" S4::e \01
SHUT OFF SERVICE 0 W WlVER
o SEWER
o GARBAGE
GV'IN CITY
o OUT CITY
--L. No. OF UNIlS
- DEPOSIT AMOUNT
J=r-r.\ 8-' 0LCLti....a. ' 3{ '+ ' f
~-515I~
- AMOUNT LAST BIll
_ DATE
- MISC. CHARGE
WORK COMPLETED BY
& DATE COMPlETED
ORDER TAKEN BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office.
~DERGIVENBY
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Numeric Address
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.. City lof ZephyrhHls
Building ,Department
5335 8th sn.t
Zephyrhills, Florida 33542
813-780-0020
Fax Cover Sheet-
Fax:
127-815-7000
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questions or need further information, please'contact'me: Thanks.
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Lot#:
Square Footage:
Floor:
Street Facing:
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Medrcal Office - total of,S;sl.lites
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10,883
One Floor
Green Slope Dr'
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James B. Whittum, P.E.
Fla. #27689
8533 Acorn Ridge Court
Tampa, Florida 33625
813-926-9719, Fax 877-881-1077.
November 9, 2006
To Whom It May Concern:
Re: Medical Office Building, 7323 Green Slope Dr., Zephyrhills, FL
The internal partition walls for this building may be framed with wood studs instead of
the metal studs shown on the plans.
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REVIEW DATE: /
NOV 0 9 20D5
James B. Whittum, P.E.
JBW Engineering, Inc.
uZ'-
APPROV'ED
hy Fire . at h oi Z(~p'hyrhilb
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To Whom It May Concern:
James B. Whittum, P.E.
Fla. #27689
8533 Acorn Ridge Court
Tampa, Florida 33625
813-926-9719, Fax 877-881-1077.
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November 9, 2006
Re: Medical Office Building, 7323 Green Slope Dr., Zephyrhills, FL
The internal partition walls for this building may be framed with wood studs instead of
the metal studs shown on the plans.
e. ())ut-
NO\' G n ^t'I"l'
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James B. Whittum, P.E.
JBW Engineering, Inc.
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clTY 0 OFFlC1A1",{,-
BtJ1LD1NG ' '
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Date Received
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
Owner's Address
Fee Simple Titleholder Namel
Fee Simple Titleholder Address
LOT #
JOB ADDRESS
DESCRIPTION OF WORK
B
D
D
I
I PARCEL ID#I
NEW CONSTR B ADDIALT D
INSTALL REPAIR
SFR D COMM D
BLOCK D FRAME D
SUBDIVISION
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE 0
DEMOLISH
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
OTHER I
STEEL D
OTHER I
HEIGHT I
BUILDING SIZE
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 1 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 t I I , I , I I I I I J I I I I , I I I , I I
SQ FOOTAGE I
D BUILDING 1$ I
D ELECTRICAL 1$ I
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS D ROOFING D SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO
111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111111111
COMPANY I I
REGISTERED
I
I
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I
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I
I
I
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D
PROGRESS ENERGY
D
W.R.E.C,
VALUATION OF MECHANICAL INSTALLATION
BUILDER
SIGNATURE
YI N
FEE CURRENT
YIN
Address
License #
COMPANY
REGISTERED
ELECTRICIAN
SIGNATURE
YIN
FEE CURRENT
YIN
Address
License #
COMPANY
REGISTERED
PLUMBER
SIGNATURE
Y I N
FEE CURRENT
YIN
Address
License #
COMPANY
REGISTERED
MECHANICAL
SIGNATUR,E
YIN
FEE CURRENT
YIN
Address
License #
Address
111111111111111
RESIDENTIAL
I License #
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111111111111111111
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
Attach (3) 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
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
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 Attorney (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 AlC
COMPANY
REGISTERED
YI N
FEE CURRENT
YIN
OTHER
SIGNATURE
COMMERCIAL
SIGN PERMIT
Fences (PlotlSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 responsjbility for compliance 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/UTILITIES IMPACT 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, WaterlWastewater 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, alter, 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. 117.03) - ~
OWNER OR AGENT CONTRACTOR /
S,"""bed ao' '""'"' to (o<om,,",,) .mo", ma Ih. SW ri ami '""'"' . '.. - "". I mo h
by 1/ by .
Who islare personally known to me or has/have produced Who is! re personally kno
as Identification. FJ-. I?,. J. '
Notary Public
~ IJ) j
/, '~- ~
, ~ \: '.&Hij/~I
Notary Public
Commission No.
Name of Notary typed, printed or stamped
Name of No
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED ~ONTRACTORS 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
liceftsed as cequired 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
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guideh prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify 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.
E_ 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, City
codes, zOlling regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental 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 Regulation-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
*U.S. Environmental Protection Agency-ASbestos abatement
I also certify that, if fill material is to be used in Flood Zone "AN or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, 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 code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the t:ime the work is commenced. One 90 day extension of t:ime
may be allowed for the permit with fee c rge of $15.00. The extension shall be requested
in writing,to the Building Official. An a roved inspection must be logged during e;rcb six
month period, or the project will be consid red abandoned. /
WARNING TO OWNER: YOUR FAILURE TO RECORD A OTICE OF COMMENCEMENT MAY RESULT IN
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER IF YOU IN TO OBTAIN FINANC
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD YOUR NOT F C CEMENT.
'2.500 m :: 00':;"'/,"; : m=RD ..::;;~ """e .....
~ O"ER~
STATE OF FLO~J;Dll-1 I L
COUNTY OF fN/lS/XI('-O(u:J-
The foregoing instrumene was ac~nowledged /
Before me tbl-s...1-'!- day of ~~lt> . 2~
by ..:;'"'t>."'IN !:t::!!-F F .
(name of person acknowledged)
~hO is personally known to me, or
of identification)
take an oath.
~~ aJ;t~~
Name typed,
so a le~~~~ent
~A~ r.omm. exo. Mar. 5, 2006
prin eorrrrn.~097437
Fire Chief Robert Hartwig
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813) 780-0041 Fax (813) 780-0044
10 f't'.3
Occupancy No.:
Plan No.:
Business Name: '
BusinessAddress:
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
gSite Plan N/C
Building Plans C~
Revision,D6 sf
FIRE SERVICE USER FEES
Owner: c,j,"/Ir., fi/utff i;1; -
Billing Address: -., .t1......f~
,
STANDPIPE SYSTEM
[J Per Riser $25
SPRINKLER SYSTEMS
EJ 0 - 25 Heads $30
26 plus Heads $60
FIRE PUMP
[] Per Pump $100
FIRE ALARM SYSTEM
EJ 0 - 25 Devices $30
26 plus Devices $60
SUPPRESSION SYSTEMS
~ Wet $35
Dry $35
C02 $35
Other $35
GREASENENTILATION
[] Hood/Ducts $35
- -/2
PLANSTOTAL~ ----
INSPECTION FEES
Annual NIC
1 st Re-inspection $25
2nd Re-inspection $50
3rd Re-inspection $125
4th Re-inspection $250
5th Re-Inspection $500
Construction $15
Commercial $25
SPRINKLER SYSTEMS
Hydro Undergrounds $45
Hydrostatic System $45
Wet Acceptance $30
Dry Acceptance $45
Hydrant Flow $25
Hood / Booth $30
Grease Duct $15
FIRE ALARM SYSTEM
o System Acceptance $50
o Recall Acceptance $50
OTHER
Fire Wall/Smoke Wall
LP Gas
Natural Gas
Fuel Tanks
Tent
Billing Phone No.:
Billing Fax N~ ~_
Contact: kv, ".f-
PERMIT FEE
FALSE ALARM FEE
1 st Alarm NIC
2nd Alarm NIC
3rd Alarm NIC
4th Alarm $25
5th Alarm $50
6th Alarm $75
7th Alarm $100
8th Alarm $150
9th Alarm $200
10th Alarm $250
Non Compliance $150
"Affidavit of Service/Repair"
SPRINKLER SYSTEMS
o Automatic $15
FIRE PUMP
o Fire Pump $15
FIRE ALARM SYSTEM
o Detection $15
~ On
I' p.-t {)
6'6"
OTHER
$15* ~ LPGas
$25 Natural Gas
$25 Fire Works
$25 Fuel Tanks
$15
$45
$45
$25
$45
GREASENENTILATION
~ Hood/Ducts $15
Kitchen Suppression $15
FALSE ALARM I
INSPECTION TOTA" PERMIT TOTAL! TOTAL
Comments:
.-
h~5
/1." pir?
/
GRAND TOTAL
/?'V/~
$~~
~ /;. }/"Ji:-5.
Date:
~:;~~/-
Inspector:
Parcel Information for: 34-25-21-0000-00300-0081 Card: 001
Search AQain -Show Ma..Q Building Schematic Unavailable Estimate Taxes
See Tax Collector Information - Current/Delinquent Taxes Frequently Asked Questions
ParcellD
Classification
34-25-21-0000-00300-0081 (Card: 001 of 001)
10 - Vacant Commercial
Mailing Address
EAST PASCO MEDICAL ARTS INC
12136 COBBLESTONE DR
BAYONET POINT, FL 346672432
Physical Address
7315 GREEN SLOPE DR
ZEPHYRHILLS, FL 33541-1314
Legal Description (First 4 Lines)
COM AT NE COR OF SE1/4 OF SEC
34 TH ALG NORTH LINE THEREOF
N89DEG 58'35"W 1345.17 FT TO
NL Y EXT WL Y R/W GREEN SLOPE LN
Assessment (totals)
Ag Land
Land
Building
Extra Features
Total Assessment
Save Our Homes
Taxable Value
Line Use
1 1000
2 1000
3 1000
Acres 1.21
Land Detail (Card: 001 of 001 )
its Type
SF
SF
SF
Cond
1.00
1.00
1.00
Price
8.00
2.15
.95
COMMERCI
COMMERCIAL
COMMERCIAL
Additional Land Information
Tax Area
Page 1 of 1
$0
$93,636
$0
$0
$93,636
$0
$93,636
V
$40,000
$15,050
$38,586
Comm Code PTVM2AA
Line
Building Information
Unimproved Parcel 0
Extra Features (Card: 001 of 001 )
Description Year Units
Value
Previous Owner
Year Month
2004 03
1992 06
Sales History
TOWNVIEW MEDICAL ARTS CENTER
Book I Page
581 3 / 1695
3041 /0130
Search Again Show MaD Building Schematic Unavailable Estimate Taxes
See Tax Collector Information - Current/Delinquent Taxes Frequently Asked Questions
http://appraiser.pascogov.com/search/offline _ tca.asp?sec=34&twn=25&mg=21 &sbb=OOO... 2/14/2006
COMMERCIAL
CHECKLIST FOR NEW CONTRUCTIONPERMITTING
CITY OF ZEPHYRHILLS
~ Si~e P~an Review requirements satisfied & approved -
date:
Notice of Commencemen~ certi-fied copy
Application completed in its ENTIRETY.
Check if contractor & subs are curren~ly registered.
~
~
F~orida Energy Efficiency Form completed.
THREE SETS of Engineered Building Prints with Electrical, Plumbing
and Mechanical diagrams.
A!lL
If Business Classification is State Regulated, approval must be on
engineered building prints.
CITY R-O-WUse Permi. ~, if applicable.
Pasco County R-O-W Permi. t, if applicable.
Departmen~ of Transportation R-O-W Permi. t, i-f applicable
Southwest Water Management Permit
EnviromentalPermit -from DEP
Elevation Certificate, if applicable.
~ Verify Wa~er & Sewer Service.
Sewer & Water Connection Fees & Water Meter
fee paid prior to or at time of permit issuance.
Transportation Impact fees may be paid 25% at time of permi.t
issuance, with 75% of balance due prior to C.O.
Pasco County Resource Fee must be paid prior to issuance
of Certificate of Occupancy.
Public Safety Impact Fees may be paid prior to C.O.
***** SEE ATTACHMENT REGARDING CERTIFICATE OF OCCUPANCY CHECKLIST.
MEETING NOTES
SHEET
OF
SUBJECT . ----DR. ~ \ fV\ \ yffiW'AJrf) i> L))(; ,
DATE 2lR 1{)6
, l
ATTENDANCE
TOPICS DISCUSSED ACTION / NOTES
= ~'la.v,-1\.J\1...'A ~ ~bl ti~ SitftLL AfNj:. /it~ S~ ~ roru...
_~LH~ll3 VA6p.-"'") i)f? f-u\~)If'{~ ,JLrtN p~ FL 51 5,.,T":'~fl~
'L.J'11
f"1-- ) (", S'7*~mL
L.j7/
f )
R'FVlFW OATF.' ~,tf ,,~
CITY OF ZEPHY LL~ ~
BUILDING OFFICIAL. V J ~'
02/13/2007 15:25
813521 '3510
MCKNIGHT TESTING LAB
PAGE 02
CURT'S F. McKNIGHT
TESTING LABORA TORtES, INC.
TESTING and INSPECTION
7708 E. BROADWAY
TAMPA, Fl 33619
www.mcknighttestingcom
Phone: (813) 626-0287
Fax: (813) 621-9610
INSPECTION REPORT
Customer Southeast Design International, Inc.
Address 2151 Southern Oaks Lane
Lakeland, Fl. 33813
Date 13, February 2007
\N()II. 07-4835
Type of Inspection Visual Inspections
Applicable Specifications A WS D 1.1 - 2006
::;ustomer Purchase Order No.Customer
~j, ;P{., r>,~t. it <;" s: I \
RESUL T5.OF INSPECTION
A site inspection was made on this date. The joist beam welds bridging welds and anchors. colwnn cap and base
?late connections, Girt beam connections were visual inspected. Two loose nuts were found on one colwnn base
plate, 1a."1 column to the south. Also, at B 1, girt does not line up on embed plate so beam is welded on end, one
side and underneath in 4F position. West wall has numerous joist beam sets with embed not level, non-faying
side of joist has been properly shimmed and welded. In general, welds and assembly look correct and acceptable
with the exception of the loose nuts mentioned previously.
Welder qualifications were examined, no welding procedure specifications were presented. Out of (5) welders
certifications, (2) were to the ASME code for a different erector and (l) other was to a different erector, the other
(2) were good. This is allowable to A WS DI.l provided engineer of record accepts these do~uments. .
Decking appeared satisfactory, nO welder certifications or procedure specifications were avatlable for revteW to
A WS D 1.3 Structural Sheet Steel Code.
.-;t
--'-'_."._-_._~- - ~- -~--- ------
~~ ., , --,----,---- --- -'---
- -.--
prepare~i-bY--- Approved by
Kel\€. MeKni~t, CW~ve},"Jpflhnician
-....---- -.--."--' .---...- -,~
62/15/2667 15:68
8136219616
MCKNIGHT TESTING LAB
PAGE 16
PHONE (913)626-0287
Fax (513) 621-6910
-CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
'1708 E. IlROADWIIY
TAMPA, FLORIDA 33619
www.mcKnighttesting.com
VISION TEST
JAEGER J-l / ORTHO-RATER 8
Name: Adam J. Rybenski
Da t e: 11, September 2006
Vision without corrective lens:
Nannal
Visj.on with corrective lens;
NfA
Colo:::-:
N~ C'7fJ
Signacure of E~.
Remarks:
02/15/2007 15:08
8136219610
MCKNIGHT TESTING LAB
PAGE 17
PHONE (813) 626-0287
FAX (613) 621-9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTJNG and lNSPECTION
7708 E. BROADWAY
TAMPA. FLORIDA 33619
Certifies that
Adam 1. Rybenski
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As 81
Level I Technician
in
Radiographic Inspection
98
Specific
98
General
100
Practical
98
Composite Grade
Dee 31, 2009
:i. CPl*
Date Expires
Examiner
...........
02/15/2007 15:08
As a
8135219610
MCKNIGHT TESTING LAB
PAGE 18
PHONE (813) 626-0287
FAX (B13) 621.9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
noe E. BROADWAY
TAMPA, FL.ORIDA 33619
Certifies that
Adam J. Rybenski
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
Level II Technician
Magnetic Particle Testing
in
90
Specific
91.75
General
100%
Practical
93.9%
Composite Grade
16 May 2009
Date Expires
~e71J~
Examiner
02/15/2007 15:08
As a
8136219610
MCKNIGHT TESTING LAB
PAGE 19
PHONE (B13) 626-0287
FAX (813) 621-96,0
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
7708 E. BROADWAY
TAMPA. FL.ORIDA 33619
Certifies that
Adam J. Rybenski
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND sNT-TC-1A
Level II Technician
in
Liquid Dye Penetrant Testing
100
Specific
86,8
General
95.6%
Composite Grade
100
Practical
16 May 2009
Date Expires
:i. CPl:J!tl-
Examiner
15:138
81352195113
MCKNIGHT TESTING LAB
PAGE 213
J:'I'lUl'lt. I ClJ..;>/ """-""0'
Fax (813) 621-6910
CURTIS F. McKNIGHT.
TESTING LABORATORIES, INC.
TESTING and INSPECTION
7706 ~. BROADWAY
TAMPA, FLORIPA 33619
www.rncknighttesting.com
VISION TEST
,JAEGER J-1 I ORTHO-RATER 8
Name: Jason M. Garlock
Date: 7/25/06
Vision without corrective lens:
Normal
Vision w~~h corrective lerls:
N,A
C:o:'or;
Normal
},l.~ C in it"
Signature of EKam ner
PeJ'!':ary.s:
02/15/2007 15:08
As a
8136219610
MCKNIGHT TESTING LAB
PAGE 21
PHONE (813) 626-0287
FAX (81:3) 621.9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
170B E. BROADWAY
TAMPA, FI..ORIQA 33619
Certifies that
Jason M. Garlock
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
Level II Technician
in
Liquid Dye Penetrant Inspection
100
Specific
86.8
General
100
Practical
95.6
Composite Grade
July 31, 2009
Date Expires
i e",q
Examiner
02/15/2007 15:08
8135219510
MCKNIGHT TESTING LAB
PAGE 22
PHONE (813) 626-0267
FAX (e1:3) 621-9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
770a E. BROADWAY
TAMPA, FLORIDA 33619
Certifies that
Jason M. Garlock
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As a
Level J Technician
in
Radiographic Inspection
98
Specific
96.4
General
100
Practical
98
Composite Grade
July 31, 2009
Date Expires
:ic7?'Iq
Examiner
MCKNIGHT TESTING LAB
PAGE 23
02/15/2007 15:08 8135219510
As a
PHON E (813) 626-0287
FAX (813) 621-9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING end INSPECTION
1708 E. BROADWAY
TAMPA. FLORIDA. 33619
Certifies that
Jason M- Garlock
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
Leve I II Technician
Magnetic particle Testing
In
97.5
Specific
93.4
General
100
Practical
96
Composite Grade
July 25, 2009
Date Expires
:LC7?J#
Examiner
02/15/2007 15:08
8136219510
MCKNIGHT TESTING LAB
PAGE 11
PHONE (613)626-0267
rex (813) 621-6910
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
7708 E. BRO~DWAY
TAMPA, FLORIDA 33619
www.mcknlghttesting.com
VISION TEST
JAEGER J-1 / ORTHO-RATER 8
Name: Ken C. McKnight
Da t e: 9, January 2006
Vision without corrective lens:
N/A
vision with corrective lens:
Nonnal
Color:
Nonna)
(J--~
signature of Examiner
Remarks:
02/15/2007 15:08 8136219610
MCKNIGHT TESTING LAB
PAGE 12
:.~ ~~~~ ',.:. ",\
:.. '.'
o . .' 01. .
I..... ,", .~:.:
02/15/2007 15:08
8136219610
MCKNIGHT TESTING LAB
PAGE 13
~HONE (B13) 62B-0287
FAX (813) 621-9E10
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
7708 E. BAOADWA Y
TAM~A. FLORIDA 336H!
Certifies that
Ken Co McKnight
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As a
Level In T ecbnician
in
Radiographic Inspection
100%
Specific
100%
General
100%
Practical
100
Composite Grade:
-No, .. ~::i- ".
May 15, 2008
Date Expires
..... ..: ..:.""......
.:<~:.
- ........
.... "- .......,. -, .
~'
Examiner
02/15/2007 15:08
8136219610
MCKNIGHT TESTING LAB
PAGE 14
FlHONE (813) 626-0287
FAX (813) 621-9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTION
1108 E. BROAOWAY
TAMPA, FLORIDA 33619
Certifies that
Ken C. McKnight
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As a
Level III Technician
in
Magnetic Particle Testing
100%
Specific
100%
General
100%
Practical
100
Composite Grade
"
__....,.._4."'....
May 15, 2008
Date Expires
. ....- - '"
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- "'-...
"-.-.-.'"
..-
Examiner
02/15/2007 15:08
8136219610
MCKNIGHT TESTING LAB
PAGE 15
PHONE (813) 626-0287
~AX (8131 621.9610
CURTIS F. McKNIGHT
TESTING LABORATORIES, INC.
TESTING and INSPECTJON
1108 E. BROADWAY
TAMPA, FLORIDA 33619
Certifies that
Ken C McKnight
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES, INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As a
Level III Technician
in
Liquid Penetrant Inspection
100%
Specific
100%
General
100%
Practical
100
Composite Grade
. .............
May 15,2008 . '
Date Expires
. . ''-. ._" .,'
"--.
. ..~_. "- ..~., -. "
Examiner
TESTING and INSPECTION
170e E. BROADWAY
TA~j:lA, FLORIDA 33619
Certifies that
Ken C. McKnight
Has by examination and performance demonstrated his
proficiency in the specified non-destructive testing method in
accordance with
CURTIS F. McKNIGHT TESTING LABORATORIES~ INC.
QUALITY ASSURANCE PROCEDURES AND SNT-TC-1A
As a
Level III Teclmician
in
Ultrasonic Inspection
100%
Specific
100%
General
100%
Practical
100
Composite Grade
May 15, 2008
Date Expires
~) ~f 7~/1'.__cr{'__~ ~'-rr
~ ''/
.
Examiner
FAX(TX)
IT:TIATE
~V/27
TRANSACTION REPORT P.Ol/Ol
NOV/27/2007/TUE 08:36 AM
RECEIVER
818138180706
TYPE/NOTE
OK
SG3
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'. : . '.. :Sent:.. .' "f~day. ::November}.6. .20~7 .2=47. pM . :'
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.' . :Attacti~~~tS:732~~ree'nSlopeSiije'~ouih-Slde1.t1,~~7 q01.jpg;:732~:'Gree~slo~~jde.~~':"i';Side11160T ..'...,
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. .:.... ' 'Whenyou~ge.t.a ~e.canYo~ cODtacttlie COPtmctorwOr'king at7323 GreenSlope"Pr:,'andlet ...,
, '. ': .t\1~ khow.tbatl:he. si~ewa1k~.~ l'rep1ac~.eJ?:t 'at' t1:iis:.l~cation ate nOit;:cOm'p'~im~' : ."
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" .. T'limcated doiD.e.mat is a:1rip ~d and does not caVer ~e entire width oHhe sidewalk. ..
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'Nt ,1'runC~ dOme ID:at isatr.~pbaz8rd aIi4.do~ riot cover ~ entire'width.ofibe- sideWalk.' .
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FAX(TX)
~)ATE
~)V/27
TRANSACTION REPORT P.Ol/O'!
NOV/27/2007/TUE 08:40 AM
RECEIVER
818636446507
TYPE/NOTE
OK
ECM
"
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. "Attacti~entS; -7523. ~ree.'nslopesli:le 'south-side't1'1.607 'Q01.jpg: 7323: Gr'eenslop'eslde .nprth.;side'111607' '.
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. ....': 't\1em.kD.ow.t1iat.the sidewalk-repms'ltepta.cernent at'tbiS'laca1;ion are non~com'pWmt? .':. :.,
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.' ..' 1TUncated dOme. mat is a'trip'h~ aDd 'does l1OtcOVCl: tJle ~e width of "the sidewalk. ;
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'.. Truncated dOme mat is a1rip 'haZard an4.do~ no~ cover ~e entire'width.ofthe. sldeWalk.'
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_UJLDJIlIG COI)It COMI'I.WfCE OPFICE (Beco)
JI'IlOJ)1)(.."T CONTROL DiVlsION
~<XltJNTY. M.o1UDA
MImlO.DADE I'LAGLER BOIUJIHU
1... war fUOLD 1ttlIErr. S11I'I'8 1.
MLUII. Ft.OlUDA 331>>-1563
{305} )75-:2901 PAX (305) 3".2!lOl1
NOTICE OF ACCEPJANCE (NOA)
Eap IIooftq PnductJ LLC
1575 EaIt c.It. 470
Sumtuvillr., )I'L3J51S
SCOPE:
null NOA is bcir1a isaaed I.1llder tile applicable rulil8 ancheplalions govfl'Ding the uee of tlOlJ8uuction material~.
The d(lcumentation submitted bas been I'O\'iewed by tho JiCco llDd aacePt-i by the Buildilll Code IIId Product
ReviewCWDDIiIt<< 10 be used in Miami Dade COunt)'aDd odia '1l'Ctl& wbQr: allowed by d1e Authority Havina
ll1risdiction (AHJ).
This NOA. ~bal1 DOf be valid after the expiratioo date itated below. The Miami.Dade County Product Conuol
Division (In MiamiDadc Coumy) lDlVor dloAHJ (in IIIaI Other than Miami DadcCau.aty) I1!lM:l'VI: the right to
have this product or .maIIIIldalles~ for qualify UIlIraDl;:e pw"J.lOMl8. If cbis product ~ ~ fail. to perform ill
the acccptIld 1llIIIlnel". the m_,,~,rw 1Pill ~ tbe. uporlse of such te8dna and the Am may immediltely
revoke, modify, rr suspend th= lJ!iC of such pI'I:1duct OJ',~ Wi,Ibin lJteir jurisdiction. BORA reserve. the riJht
to m-oke thi. acceptJmCe, if it is cIetcrmiue.d by M_-~ Cct,1ntyProduct CoottoI Division thai this prod\lCt Ot'
material fllil..'l to meet the reqllireme11tS of !be appl1cabJe bUildbtl Code.
TIJis J)1'OCluct is approved as deacribecl herein, IUId has bcIen deaiped 10 comply with the florida Building Code,
OlDd Chc High Velocity Hllttieame Zone lit the Florida Building Code.
DEsCRIPTION: Capjstnmo ~te Tile
I,ABELING: ElM:h utili: shll1l bear a petJlWleIU; tal with the mllDUf8CtUrcr's nlU'Ile Of 10jl0, city, 8lalt: and
following statement; "Miami-Dade Cl,ll:ll1ty Product Confn:ll Approved", unlcslI othcrwllle noted berdn.
RENEWAL ofdWl NOAsha11 be COJJ8idered after arelJe'Vll application hq been filed and tha-e ba been no
chaage in the applicable builtling code negatively afl'ecting the perl'ormaDC:e of tbit product.
TERMINA lION of tbiJ NOA will occur after !he expiration date Pt jJ there has been a tevisioJl or change in tho
materia", lJte, &Dd/Q( manufacture of the product IJrprooelS. MlllU8e of d1ia NOA u an endorsement of any
product, for sales, edvertising 01' any other purposes shall iutonwic;a11y terminate this NOA. Pailure to <:omply
with any section of this NO.1\. sball be cause for t<<m:Inado.. and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the wOl'ds Miami-Olde County, F1odda, and followed by
the t:X.pindon dare may be displayed in IIdvcm..m, n~. H any pOrtion of the NOA is dillplllYed, then it shall
be done in .iu entirety.
IN8PEcnON: A copy nfthis ea~ NOA shell be provided to the UBCt by Ihe1tWJUfacturerOt its distributors
and ~hal1 be avaiLable fer inspeeUOllIIt the job ~lte It the request of tbeBuildiog Official,
This NoA consists of pages 1 tbrol1ab 6.
The submitted documentation was rcviewM by Alex TJ.aera.
~--
8
NOA NO.1 Of-05Z6.0I
~DtR: 1Mw1.1
APPN'l'llI n.te: lfWSIM
Pqe 1 016
:')C -d 7;9i..#
~1ddn5 ~1D~S ~1no
OZ~St~€LZ4 01=90 4~OZ'OS'cd~
..
ROOFING ASSEMBLY APPROVAL
r.._:
hb.c.taorv:
M.......I:
Deck TYDe:
Roofing
07320 Roofiag TIles
Coftcl:nlte
WOOd
I. SCOPE
This llJlprova a new roofi1lls)'Stem lIsiltf ;~ COftCnlte Tile" as .anufaclmed. by EaaJe
RoofiDa PnxIncQ LLC in SllmteM.l.le, PL. aDd <teacribed in Section 2 at thi.$ NQtioe of AcceplUce.
For 10Cldi00s where the preSsure reqlJil:~lU delermined by appliCllbJe Bui1dina Code doe. DOt
exceed fbe delilp pR'SSW1l Talues obtained b;-calcu1a.tionJ in eomplianeewidl RAS 127 usm, the
Y:Uuelllilltl!d In section 4 hcniJL The .~t Calculations IlhaJ1 be doD~ as a momllD1 bIRed
system.
2. PRODUCT DFSCIUPTION
M.BDlWtnPWI by
A.IinI~!t
T..,
~d.m.
~
Clqristrano Concrete
TIle
L = 17"
W '" 12 1,4"
1bJc:Ic4ese :; ~..
. 1 *' TariM
w = varir.e
vllrying tbic-Jcar:ss
2.1 stJBMJ'l'liu EVIDENCE:
'1'- AIII!IQ Tf.It J~ ",
TAS 112
Trim Piece/ol
TAS 112
PRJ Asphalt TechnOJogia!
RedJMd 'feclmologies
ERPP-OOl..()2.Q2 ,
7161"()3
ApPendix m
Leau Dat!d Au," ,1,
1994
P09647..o1
RedJlltld TeclIuoJogies
Red1and TechoolQJjes
Redland Tecbnologles
P0402
The CeIlter for Applied
P..o,gi:Il.ccrin" me,
The CcnII!r for Applie<t
Engineeriug. .Inc.
904-OS3
94-084
9
?OOi zeO"1i H81.'
^1ddns S10~g 31no
Produ.ct
n.m~ot
Hiatt pmfiJe c:O.x:me roof tJ1e. For direct declc
or bIit.taried uai!-onlpptkatiOOfi.
Aeceisory trim, c.Iay roof pieces for dJe at
hips, 'rU.es, ridsos aDd vl1lcy a:rmi:Dati0fl8.
MaDu!lICt.unldfot each tile protUe.
TMtN.r..IV_
TAS-112
Stm1c: Uplift TNdDg
TAS lOt&: 102(A)
WIOO Twmel T~
TAS 108 (Nait.{)n)
Wind Tlumel Test.iaa
T AS 108 (Morw Set)
W~thdrawal Reaistmce
Testing Qf ICnlW VI. mtooth
&hank IWlfi
Stade UpIiftTEIItln,
TAS 101 (Adhesive Set)
Static Uplift TMti.l1&
TAS 101 (Mortar Set)
1lIII
Au,. 2006
Der;. 1991
Aug. 1994
Aug. 1994
Sept 1993
April 1994
May 1994
NOA No.: M-452U8
~rattoa u..'I""11
Appn".. nnell~
Pvp :htti
OZSStS61.ZI. ,,:80 ~OO~'OS'~d~
Tho Center fur AppJic:d 25. 7094-(~. 6 k 9) Stark Uplift Testing Oct. 1994-
Bn,gjnecdng, Tnc. TAS 102
The Center for Applied ~c 7120-(J (\ 2) StJdic; Uplift Testing Nov. 1994-
&linem:tns. Ine.. TAS 102
The Center fer Applied 25-7183-(3&4) Swic Uplift 1'estiJlg Feb. 1995
Mlinec:tiog. Tnc. TAS 102
~ Cecltcr for Applied ~.72]4-{3, 4, &7) Static, PpIlft l'cs_ Marc:h, 1995
EDginccrlng. b. TAS 102
The CeMer- for Applied 2S-7~ Stalic Uplift Testing &p.I996
EngiIltlerinJ. Inc. TAS 102
Celotcx Corporation 320111-3 Static Uplift TMtinJ Dec. 1998
TestinJ Semcell TAS 101
Ce1CKU COl'pC.otioo S20191-~1 StatU: UpJjl\ TClbng M81Chl999
Testing Services TAS 101
Walker Eulineerin&.lnc. CllkuIalions Aetod}'tUlJllic. Multiplia' Sep. 2006
WQlker Engineering, :me. C&J.eulatiolll ' . Re5toriri@ Moment JJae to Sep. 2006
Orbity
3. LIMITATIONS
3. I fo'ire cJassifiClltion is no<< plIrt of this acaeptallce.
3.2 For mortar (IT lIdheaive *4!t, tile appUc:adO%l8, a stlItfc field llplift test shllll be pedotnled in
acc.ordaDce ",jib TAS 106.
3.3 Applicant sfudl retJQc die lInicet of. Mll'!'i-DIde Couuty Cc:rtiBecl Laboratory to perform
quanerty UlIt in aeoordllzH:o wlm TAS, ,1 t ~ ~ · A', Such teItina shall be submitted EO
the nlrilding Code CompJiaDce Oftk:e for revieW.
3.4 Ml.cimum 1IDderIaymc'lltl ahall be lncoinPlimce wilh the applieable Roofing Applic;a1kms
Slandards lisled secdo1l4.1 bereia.
B 3('J,I9() bot mopped 1Dlderiaymeat appIieatiolll may be ins'l8llod pezpeDdicu]. 10 tbc roof ~Iope
I.II1Ics6 8tal.Cd otherwise by tho DDderlaYIQallIllaterial manufac:tmr& pub.liabect Jilet'atun!.
:3.6 This accepr.uce Is for wood c:k:ck applkadonl. MinimQJlldeck fflQI1in::meata $hlll. be in
compliallce wilh chapter 29 of the SFBC.
8
NOA N..I 06-I526.C18
Il:xJIIralilIIl Da1e:lIW!1l1
Appmql Dllte: IIM1MJfi
Pap 3 of'6
3COI SOO.d 7f8~*
J.'Iddl1S :3:~tl'ia 3'IflD
OZEStE6LZL t::eo LJQZ'G,'H~~
.
4. INSTALLATION
4.1 Eagle Roofing Products lie Cap'
in strict com liance with IS~O ~oncrete Tile and its components shall be installed
4.2 Data For A~Chment ea1~~::s Application Standard RAS 118, RAS 119 and RAS 120.
Table 1: Average Weight (W) and Dimensions (I x w )
TIle Profile Welght-W (lbf) Length-I Cft)
Wldth-w Cft)
no Concrete Tile 10 1.417
1.04
Table 2:
Ilcatlon
Tile
Profile
C Istrano Concrete Tile
TIle
Profile
Capistrano
,.... -. -
8.:12.
Battens Direct Battens Dirsct RAttAn" N--... ...~_. _.
Table 3: ReatorIn Mornente due to G
3":12" 4":12" 5.:12"
GANder than
7":12"
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
ADDRESS PERMIT #
~7 (dQii~ S )z.., p(Z. ~ S=:>, '2,
THIS JOB HAS NOT BEEN COMPLETED. T~e following additions or corrections sholl be mode before the job
will be occepted.
CD J1,(..-l.?tM~ l ~rli11 <Af~..((" <J/'~ P. N~yt;(tj <;10 ii-- A'7
, ?j>VUJ ~ '1'"fi..
@ rv\ ~c\J1") )) ( le, J W--A/L.Lfi...L
~11) <;.~ ls- (~f6f<jj',,1tif)
tV\ -.~ T O-
f) u L - c)i-<; -IO
J W~ W (}l-\L (VLiiA firCfzt?e S :, 'f" 1 rJ 11 hl",rtr
~ Lf),~\L..L -{1(L jiLl2.CTV\-\LYT L Vv>l~h.-L (.)Y'LU\,') Arl D tiijJl~
~ ~~~'-. e.sT> I .
7;; . ~4',;P P-i~1~5' ~ PE- 1.tt~ 4t5 ~Yl~
~__~y:)-lL ~ (~
It is unlawful for any Carpenter. Contractor. Builder. or other persons. to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered, any part of the wor1< with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION
the instaHation. t9 I
OFFICE HOURS 7:30AM -4:30 PM MON.-FRI. INSPECTOR ~}<..1.Jh5{)
.
[
~
Tile
ProfIle
Capistrano Concrete Tile
Table 5: Attachment Resistance Expressed 88 a Moment M, (ft-Ibf)
for Two Pa Adhesive Set S ms
nle Application
Adhesive
Minimum Attachment
Resistance
29.
1
2
Tile
Profile
Capistrano Concrete Tile
Table SA: Attachment Resistance Expressed as a Moment - M, (ft-lbf)
for Sin Ie P Adhesive Set S ms
TIle Application
3
4 Medium
Minimum Attachment
Resistance
66.
38.
Table SB: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Mortar Set Systems
TIle Tile Attachment
Proflle ADDllcatlon ResIstance
Capistrano Concrete Tile Mortar Set=' 24.5
5 TIle- rrte Roof TIle Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami-Dade County Product Control Approved".
i
EAGLE:- ~..
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SuMTERvn.LE PLANT
(LOCATED ON UNDERSIDE OF 'I1LE)
8
NOA No.: 06-0526.08
Expiration Date: UW5I11
Approftl Date: 10105i06
Page 5 of6
, .
...
~
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in
order to properly evaluate the installation of this system.
PROFILE DRAWING
NAIL. NOLI
J
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
8
NOA No.: 06-0526.08
Expiration Date: lW05l11
Approval Date: lCW5m6
Page 6016