HomeMy WebLinkAbout09-8812 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 8812
PLUMBING PERMIT
Permit Number: 8812 Address: 6112 SILVER OAKS DR
Permit Type: PLUMBING ZEPHYRHILLS, FL.
Class of Work: PLUMBING/NEW Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120-00000-0030
Improv. Cost: 2,390.00 -K
Date Issued: 2/11/2009 Name: RAYMOND MCKINNIN V TRUST#96
Total Fees: 67.50 Address: 4936 E. ASHELFORD DR
Amount Paid: 67.50 BYRON, IL 61010
Date Paid: 2/11/2009 Phone: (813)788-3264
Work Desc: INSTALLATION SOLAR HEATER FOR SWIMMING POOL
-ii ,'3 _. ,...- .. j �� } ,"s } A°+ , "` ' �` �:.Y. .. --m---t�y—
.
SOLAR SOLUTIONS INC PLUMBING FEE 67.50_ 3g) _ _ _
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i x II "^ {' ..
1ST ROUGH PLUMB
2ND ROUGH PLUMB
SEWER
WATER
FINAL
REINSPECTION FEES: Reins ection p fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one 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 a 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
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
� O ACTOR PER F
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
Owner's Name I O '%' ' O ner Phone Number
Owner's Address /'2 {. r/G'< - 4iri Owner Phone Number
Fee Simple Titleholder Name /L 0/d Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS I /22 ,J>/!' r � K S r"/V L LOT# II
SUBDIVISION 5:17 G1 L / qE PARCEL ID# 2 7Z/ á / 0 10O O -�a3o
(OBTAINED FROM PROPERTY TAX NOTICE),
WORK PROPOSED NEW CONSTR B ADD/ALT Q SIGN Q MOVE Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR 0 COMM EITI OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME 0 STEEL L OTHER
DESCRIPTION OF WORK I L / 1D/- 5 - /'Z 1 //
BUILDING SIZE I SQ FOOTAGE I HEIGHT
Q BUILDING Is
VALUATION OF TOTAL CONSTRUCTION
Q ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
PLUMBING $- L/ U yJ q
Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION `�Z
GAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES =NO
BOIL // COMPANY �Q�GTr �l/4J�o
SIGNATURE 'ry REGISTERED / N FEE CURRENTL11 N
Address D J D2 )a l//K4►' ' 3 2V I License# ` /92Y 37
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N
Address License#
LUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N
Address I License# F
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 w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(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 w/Silt Fence installed,
Sanitary Facilities&I 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.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of commencement is required. (A/C 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 A/C Fences(Plot/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'SIOWNER'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, 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
the ob is considered abandoned.
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, j MMENCEMENT MAY RESULT IN WARNING TO
OWNER: YOUR ENTS TO YOUR PROPERTY.ILURE TO RECORD A TICE OF IF YOU INTEND TO OBTAIN FINANCING, CONSULT
PAYING TWICE FOR IMPROVEMENTS
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F S. 117.03)
CONTRACTOR
OWNER OR AGENT Subscribed and sworn to(or affirmed)before me this
Subscribed and sworn to(or affirmed)before me this by
by Who is/are personally known to me or has/have produced
Who is/are personally known to me or has/have produced as identification.
as identification.
Notary Public
Notary Public
Commission No.
Commission No.
Name of Notary typed,printed or stamped
Name of Notary typed,printed or stamped
RATIONAL ANALYSIS
OF WIND LOADING FACTORS
FOR SOLAR COLLECTORS
MANUFACTURED BY SEALED AIR
CORPORATION
By:
Richard Bách 14
i4e4"/t//G
Solar-Product Manufacturiing
Engineer Late l0fi/2043
The following information contains the requirements for a roof-mounted system designed
fora wind velocity of 136 miles per hour. This is a higher design pressure than is required
in central Florida. This installation will meet F.B.C. 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,,the Aeroteç Engineering
Group of the Convair Division of General Dynamics CorpCorporati4n,in"a low velocity wind
tunnel to a design load of 55.5 psf which equals a wind veloctyf 136 milesl�per hour.
2 217.
55.5 =0.00256 V (35/30)
V= 136 mph
The framed series panels are attached directly to the roof structure(securely into rafters)
per installation instructions by factory retaining clips tested to retain the panel at a loading
of 83.5 psf, 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 1/4" 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= Number 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 pressure psf, and the anchorages Wprotatel toeflectifhe `
higher values. Tho4otal uplift of d I l panel section of 12'l4lectors at a wind velocrt of
136' � e �
r:
55.5X 4x x 12 x 11 =29,304 lb.
Lag bolt pull out force is calculated by the.thread strength of the lag, and the ability of
wood to 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
building 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 of length imbedded in wood.
1/4" = 260lb./inch
3/8" = 390lb./mch
Pull out force can be ex
pressed 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 bolts 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 number 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 bolts, to improve holding power.
The pull out force of the thrust washer is .5 x 3.14159 x .125 x 60,000= 11,775 lb. This
pull out force exceeds the retaining clip bolt strength of 2209 lb. You must use thrust
washers to prevent the bolt 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 has a retention capability of 3901b. 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 psf This is the
design pressure for coastal communities to meet the 2003 code revision. Using the
recommended number of attachment points in the charts for the number of collectors in a
given array will assure a wind—safe installation.
FP= Sew es 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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