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Home My WebLink About08-8507 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8507 PLUMBING PERMIT Permit Number: 8507 Address: 6412 HUNTINGTON 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: 03-26-21-0120-00000-098 Improv. Cost: 2,100.00 Date Issued: 11/10/2008 Name: BOS, MICHAEL & KAREN Total Fees: 67.50 Address: 6412 HUNTINGTON DR Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 11/10/2008 Phone: (813)862-3667 Work Desc: INSTALL SOLAR HEAT FOR SWIMMING POOL __ SOLAR SOLUTIONS INC PLUMBING FEE 67.50 1ST ROUGH PLUMB 2ND ROUGH PLUMB SEWER WATER FINAL REINSPECTION FEES: Reinspection 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 CONTRACTOR PER OF I 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 8(o Date Received _ ',' '. 24' Phone Contact for Permitting J -- 6'( Owner's Name D Owner Phone Number 2i Owner's Address I ' '2 Z- - Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS I 31A1, o' vc I LOT# II SUBDIVISION 3i V PARCEL ID# Q / U- DvlJ -O D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT Q SIGN Q MOVE 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK 0 FRAMM-E 0 STEEL OTHER DESCRIPTION OF WORK 12 '6/ % lJ llr �L,/? GTJ/�19/I1iil 4D t/ BUILDING SIZE C_ SQ FOOTAGE HEIGHT 0 BUILDING $ i)�DD Q , VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL $ AMP SERVICE L PROGRESS ENERGY Q W.R.E.C. 0 PLUMBING 1$ 0 MECHANICAL l VALUATION OF MECHANICAL INSTALLATION Elli GAS EiI ROOFING E SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N IFEE CURRENT I Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N Address I License# I PLUMBff�= ` COMPANY �0/��" Co�,T//h s c SIGNATURE ` REGISTERED Y/ N FEE CURRENT Y/N Address I I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/N Address License# I OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENT I Y/N Address I License# 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& 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. 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'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, 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 N ATTORNEY BEFORE RECORDING YOUR NOT CE OF COMMENCEMENT.FINANCING' CONSULT WITH YOUR LENDER OR A FLORIDA JURAT(F.S.117.03) CONTRACT R � Q � OWNER OR AGENT sworn t (o- affirmed)be a this Subscribed and sworn to(or affirmed)before me this Subscribed a swo n by �Who Is/are a personally known to me or has/have produce Who is/are personally known to me or has/have produced as_ as identification. as identification. i� Notary Public Notary Public JAC U N J�nPV•pUQQ Co io .: mmission DD 621833 Commission No. Expires December -''•:F ec f� Bonded Thru Troy Fain Insurance 900-385-709 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ç' i't Date Received: / :) Site: Y/z jZCrl `il / Permit Type: 'h y Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ This co ent sheet shall be kept with the permit and/or plans. ct // 2-O __________ Kal SwitzL Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) RATIONAL ANALYSIS OF WIND LOADING FACTORS FOR SOLAR COLLECTORS MANUFACTURED BY SEALED AIR CORPORATION By: Richard 13á.ch ' 4'/ V/3 Solar Product Manufacturing Engineer Dave 10/1/2003 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.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,tfie Aerotest Engineering Group of the Convair Division of General Dynamics Corpor ' n in a low velocity wind tunnel to a design load of 55.5 psf; which equals a wind veloctyf 136 milesper hour. 2 2/7• t� 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 A new maximum test pressure1p , .psf, and the anchorages P pro ated to-reflect.Ahe higher values. The 4otal u >�`of an H 1 panel section of 12'1 gllectors at a wind veloc f 136 w lobe 55.5 x 12x I1 =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 building roof structures is softwood having a the gravity reached. Wood 5 The lag b cally used in l out force must exceed the uplift forcea$bolt pull P 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" = 260 lb./inch 3/8" = 3901b./inch 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 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 roofjacks to allow the array to clear the shingles or tiles, roofjacks 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 same formula, each block has a retention capability expressed as above. Applying the will have an arrangement of stringers and f'acks equal to the number of of 3901b. x 3, or 1170 lb. The array 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= 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 -nT TI 'I m -11 o N A N /) O) Cl) -u - IO- J N C (4 N 0 O OD N O 0 N 0 co 0 1 - A CD lV C) p 00 N N A) d o N N N N N N CD N N N (no : N O H Cl) CO o Cl) .O 0 O0Corn0) (0 '� x+ 00) b 00 0) orn 0) to0) a) Q) O) y //CD� o) o0) CD CD G) CJ� Cn CT Cr CT N Cn CA Ut C CD n1 (4 Q (4 (7 C -4 W A DI O D co (D co (o (D co W N O 0) N O co D A rt O) OAd) OA A) S. 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