HomeMy WebLinkAbout07-6831
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6831
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
6831
ADDITION/AL TERA TION
434-ADD/AL T RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
Address: 4952 TIMBER A Y
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: COURT SQUARE
Parcel Number: 15-26-21-0200-00000-0350
2,350.00
67.50
67.50
7/06/2007 Phone:
INSTALL NEW SOLAR PANELS AT POOL
F' Y\a-h~J I
9f 7~{-c)
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.
~/~ t'~-~
v CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED .
PROTECT CARD FROM WEATHER
Owner's Name
Owner's Address I 4 ~ 5 ~
Fee Simple Titleholder Namef
Fee Simple Titleholder Address I
City of Zephyrhills Permit Application .
Building Department ~ t./l&
Fax-813-780-0021
813-780-0020
Date Received
uJO(&-1
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
11 'beel- I LOT' I
PARCELID#IJ5- ~U;~ct')-OCYYX)- O'3,;::;z)
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE 0
SUBDIVISION
LYQ5 Q
I
JOB ADDRESS
DEMOLISH
WORK PROPOSED
OTHER I
D BUILDING
D ELECTRICAL
D PLUMBING
QZf MECHANICAL
1$
1$
1$
1$ d I (2:l5t~.. DO
D GAS 0 ROOFING D SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS I 1 FLOOD ZONE AREA DYES DNO
11I111111111111111111111111111111111111111111111111111111II111111111111111111111111111111111111111111111111111I11111111111111111111111111111111111
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D
PROGRESS ENERGY D W.R.E.C.
11/ .E',E'o ~D li'i.' l?Ei5'..cEE-
VALUATION OF MECHANICAL INSTALLATION
COMPANY
REGISTERED
BUILDER
SIGNATURE
Y I N FEE CURRENT
Y/N
Address
ELECTRICIAN I
SIGNATURE .
Address I
PLUMBER I
SIGNATURE
License #
COMPANY
REGISTERED
Y I N FEE CURRENT
Y/N
License #
COMPANY
REGISTERED
Y I N FEE CURRENT
Y/N
Address ! .
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Address q4blJ La L-.a()e 1>7-Y;;;
License #
COMPANY
REGISTERED
I~
Y I N I
6~1,~
FEE CURRENT I Y I N I
License # Ie F"" C j '-I Qt)eo'3 7
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/N
FEE CURRENT
Y/N
Address License #
111111111111I1111111111111111111111111111111111111111111111111111111111111111I11111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wI Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsllarge projects
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wI Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
Di~~~ti~~~':' , . . . , , , . . , , , . . , , . . , , . . . , , . , . . , , , . . . . . , . . . , , . . , . , , , . . , . . . . , . . . . , , . , , . . . , , , . . , , , . . . , . . , . . . , , . , , , . . , . . . . , , . , . , . , . . . . , , , , . , , , , , , , . , , , , , , , ,
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 Fences (PloI/Survey/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 responsibility 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, 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.
, 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 ~hat a s,eparate perm~t. may ?e requir~d for elect~ica! work,
plumbing, signs, wells, pools, air conditioning, gas, or other ~nstallatlons not speCifically 1n~luded. In the applicatIon. A
permit issued shall be construed to be a license to proceed With the work a~d not as authorl~ !o vlolat~, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II.dlng OffiCial from the~eaft~r
requiring a correction of errors in plans, construction or violat~o~s o~ any codes. Every ~ermlt Issued. shall become. invalid
unless the work authorized by such permit is commenced Within SIX months of permit Issu~nce, or If work authorized. by
the permit is suspended or abandoned for a period of six (6) months after the time th~ work IS commenced: An extension
may be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty ~90) da~s 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 EFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03 4/~'
CONTRACTOR~ '
Su cri ed an sworn to (or rmed) before ~
;7,
01
otary Public
Notary Public
City of Zephyrhills
BUll.DING PLAN REVIEW COMMENTS
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(i:;Qntr.~ctmAIomeowner:
Date Received:
Site:
Permit Type:
Approved wino =eots~
Approved withe below comments: 0 Denied withe below comments: 0
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Date Contractor and/or Homeowner
(Required when comments are present)
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RATIONAL ANALYSIS
OF WIND LOADING FACTORS
FOR SOLAR COLLECTORS
MANUFACTURED BY SEALED AIR
CORPORATION
REV\EW DATE _7") -07
C\TY OF ZEPHYRH~~. <;
pLANS EXAM\NER
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORlDABUlLDING
CODE, NATIONAL ELECTRIC CODE AND
CfrY OF ZEPHYRHILLS ORDINANCES
By:
Ric~ ~h g'/2 /J
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The following information contains the requirements for a roof-mounted system designed
-
for a wind velocity of 136 miles per hour. This is a higher design pressure than is required
in central Florida. This installation will meet F.RC. 2003 for central Florida. Supporting
data is provided and analyzed at the new design pressure of 61.5 psf for coastal regions.
The Sealed Air FS, FW, and FP series panel have been tested by, e Aero Engineering
Group of the Convair Division of General Dynamics Corpo . n' a low v ocity wind
tunnel to a design load of 55.5 Pst: which equals a wind velo. f 136 miles hour.
2 2fT
55.5 = 0.00256 V (35/30)
V= 136 mph
The framed series panels are attacbed directly to the roof structure (securely into rafters)
per installation instructions by factory retaining clips tested to retain the panel at a loading
of83.5 pst: or a wind velocity of 176.7 mph. Use the factory recommended clip
arrangement with Factory supplied 1/4 - 20 lag screws having a minimum tensile strength
of 45,000 psi, secured by 114" zinc plated thrust washers.
To calculate the uplift force of the section of panels, use the formula:
(P) x (A) x (N)
Where:
P = Pressure per square foot on the panel surface for the design velocity.
A = The width x length of the panel.
N = Nmnber of panels mounted on the roof.
Example: For the following example, the largest array of the largest collector is used to
demonstrate the maximum exposure. Arrays should be limited to 11 collectors or less per
bank for thermal performance reasons. All charts supplied have been calculated on the
new maximum test pressme of 61.5 pst:, and the anchorages are prorated to reflect the
higher values. The total uplift of an 11 panel section of 12' conectors at a wind velocity of
136 mph will be:
55.5 x4x 12 xII =29,304 lb.
Lag bolt pull out force is calculated by the thread strength of the lag, and the ability of
woodto hold the lag in place. As the length of the lag increases the wood's ability to hold
the lag increases until the tensile strength of the bolt is reached. Wood typically used in
~uilding roof structures is softwood having a specific gravity of 0.55. The lag bolt pull
out force must exceed the uplift force determined above in order to keep the solar array
(panel section) in place. The following pull out force is given for lag bolts in wood
substrate. Forces are per inch oflength imbedded in wood.
1/4" = 260 lb./inch
3/8" = 390 lb.rmch
-
Pull out force can be expressed as follows:
pf=SxL
Where:
Pf is the pull out force.
S is the strength, or retention force of the lag in lbs. per inch (from above).
L is the length of thread that is imbedded in wood.
Our 11 panel system above will have 38 bolts, 1/4" x 4" securing the panel frames to the
roof system and into wood joists. The bohs will run through the retaining clips, having
three inches of bolt length imbedded in the wood. The pull out force is calculated as
follows:
260 x 3 = 780 x 38 bolts = 29,640 lb. of retention force with wood at 0.55 specific
gravity. This pull out force is greater than the uplift force determined for our 11 panel
. array. Fewer than 11 panels may be used per collector array, since the anchorage is
proportional to the nwnber of panels in the array. Do not exceed 11 panels per array, as
this will degrade performance.
Pilot holes should always be drilled for lag bohs, to improve holding power.
The pull out force of the thrust washeris.5 x 3.14159 x .125 x 60,000 = 11,775 lb. This
pull out force exceeds the retaining clip boh strength of2209 lb. You must use tlnust
washers to prevent theboh head from pulling through the clips.
Where roofing materials require the use of roof jacks to allow the array to clear the
shingles or tiles, roof jacks should be made and spaced according to sheet 3 of the drawing
set, and installed per the framed series installation instructions. WIth blocks spaced at 24"
intervals, the pull out of the stringer arrangement can be expressed as above. Applying the
same formula, each block bas a retention capabilitY of390lb. x 3, or 1170 lb. The array
will have an arrangement of stringers and roof jacks equal to the number of panels + 1,
multiplied by the number of stringers called for in the table located on sheet 3 of the
drawing set for framed series collectors.
I have included a series of worksheets that calculate the uplift forces and retention forces
for an array consisting of two to 11 panels, at a design pressure of 61.5 pst: This is the
design pressure for coastal communities to meet the 2003 code revision. Using the
reconnnended number of attachment points in the charts for the number of collectors in a
given array will assure a wind - safe instaIlation.
FY- Series Unframed Panels:
-
The same force applies to the frameless panel since the frameless panel sizes are identical
in aperture to the framed series panels. Apply the straps per the charts and drawings
supplied.
Follow the installation instructions for the selected Sealed Air solar collector system.
This documentation is valid for the factory recommended materials and methods for
installing roof mounted framed panel systems in areas with a potential for high wind
conditions. All factory-supplied materials are designed to meet or exceed the above
requirements.
Please direct any questions you may have to:
Richard Beach
Product Engineer
Solar Products Division
Sealed Air Corporation
Phone: 909-994-1791 City of Industry, CA
Fax: 800-595-5131 City of Industry, CA
Phone: 510-887-8090 Hayward, CA
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