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Home My WebLink About21-2594- ------- -- � Cpit y of Zephyrhills "I", I 101 NOR, 5335 Eighth Street Msmiawimm Zephyrhills, FL 33542 BAR-002694-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/26/2021 11 26 21 0010 11200 0180 (Residential). Address: 5604 18Th St ZEPHYRHILLS, FL 33542 Phone: (813) 783-4202 Class of Work: Add/Alter Residential Building Valuation: $7,300.00 Electrical Valuation: $0.00 Mechanical Valuation: $0,00 Plumbing Valuation: $0.00 Total Valuation: $7,300.00 Total Fees: $114.75 Amount Paid: $114,75 Date Paid: 8/2612021 10:11:21AM 5604 18Th Street SOLUTION accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CQNTRACj)R SIGNATURE;- PEfAIT OFFICE[) PERMII'EXPIR IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER MICHAEL CACIOPPA 5604 18"STREET ZEPHYRHILLS, FL 33542 SINGLE - STORY CMU HOME ON CONCRETE FOUNDATION WITH A SHINGLE ROOF (5) MODEL 300 PUSH PIERS THREE CONCRETE CUTS INCLUDED m ALL WO HALL 00 "a MPLYWITH PR-VAUNG CODES NATIONk X AND ORDINANCE ' s , 1YRHILLS R CE V i E: ",1V RAT E c, 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 alr. � arm Owner's Name r.' owner Phone Number Ownees Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION i. 1+ -(OOTAINED M► FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD(ALT INSTALL REPAIR PROPOSED USE SFR COMM TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK _ 4 t1 -;:- 'OUS A SIGN = DEMOLISH OTHER STEEL BUILDING SIDE [® ^� SO FOOTAGE HEIGHT if I ��f t =BUILDING $ U VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING =MECHANICAL is VALUATION OF MECHANICAL INSTALLATION t t GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY 4 { ®�� i�� S0CA��'A�l st 7 . SIGNATURE REGISTERED Y(N FEE CURREN Y/'N i Address — 7B ! rr License # -- ELECTRICIAN � COMPANY .m SIGNATURE REGISTERED Y (N FEECURREN Y 1 N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEECURREN Y / N Address License # MECHANICAL COMPANY F__� SIGNATURE REGISTERED L. Y / N FEE CURREN Y ( N Address License # OTHERE=== COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address 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 subdivisionsllarge projects COMMERCIAL Attach (2) 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 $7500) — 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) lye , Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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 property 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 1, 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, Welland 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 W" 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. I MINA 01tallITA LOV's 101,14 1 J, I =1 T41*1 � . . I win I ivolill w 11:4,11 Rik &XVI.-Ifil I iLks I I I Y-1111 L, I LCLIFiaii 'walmmuoll '[01114 -0- FLORIDAJURAT (F.S. 117.03) A OWNER OR AGENT Ad So scri ad and sworn to r affirn ed e ore me th 7 -1 by If #_ &,Lzeoiao Who is are personally known to me or has/hava p oduced DeviomAt ILw as identification. N.ta,Public Commission No. Name of Notary typed ,printed or stamped =STEVEN BRUCE GAYHEART State Q Florida Notary Public _,te Commission GG 353983 MY Comm. Expires ,,,! 11, 2023 Bonded through Natioral' Notary Assn, 3 me or has/have produedn as identification. Commission No. W I 1 7 e1% Name tofqrklbt- Notary fp"111. or stamped oapP STEVEN BRiCE GAYHEART Notary Public - State of Florida Commission # GG 353983 My Comm. Expires Jul 11, 2023 Bonded through National Notary Assn. I=. Stable Foundation Solutions, Inc. 23335 NW CR 236 - Suite 30 Stable Foundation High Springs, FL 32643 Solutions, Inc. www.stablefoundationsinc.com 866.282.5736 '11 11 PROPOSAI. DATE: 07/22/2021 SUBMITTUD TO: MICHAEL CACICIPPA ADDRESS: 5604 1 8th St. Z EPHY RH IL L S F L 33 54 2 ist Representative: BOB BREWSTER Cell: 813-344-II�III III 8971 lefoundationsinc.com Total Contract Price $ 7,300= Deposit Required 30% $ 2,300 00 Due Upon Completion $5,000.00 Owner SISnature Signature Date- 07/22/2021 Stable Found I tion Inc gyres tative Signature X Date-, 07/22/2021 Date: 7/22/2021 Job: Michael Cacioppa Location: 5604 18" St. Zephyrhills, FL 33542 PUSH PIER DESIGN ANALYSIS The load requirements for the piers designed to assist in supporting the identified areas of the subject residence were determined. The selected pier locations and the specific piling are identified on the Pier Identification and Location Plan attached. The calculated total loads on the piers in the specific location, including both dead and live loads are documented in the attached table which is designated as Attachment "A". Based on the total load requirements for each of these piers, the push pier driver is to be employed. The push pier driver should be employed with a calculated load of12,000—,—_ lbs., which will provide pier capacity, including the 2 to I safety factor, of 24 000 _ lbs. which is greater than the maximum calculated total load of _12, 000 _ lbs. which occurs on the pier identified as no. I . Based on this analysis, the use of the push pier driver for the push piers with a specific Load of 24,000 lbs. and a minimum depth of 15' is approved and certified as meeting all the requirements of the Florida Building Code 2020 71" Edition, and good engineering practice. This is not to be the primary support structure, but a supplement support to assist in support of the weight of the structure, which will reduce the total pressure on the existing soils. After completion of installation, Cool and Cobb Engineering Company shall be supplied with a drilling log of the location and depths of each pier installed so they can evaluate the installation and prepare the "As Built" drawings. General Notes: I. All piers to be installed in accordance with ICC ES AC 358 2. A log of each pier to be kept by Contractor noting depth for each pile. 3. Piers installed less than 48" apart are to be battered 10' away from each other. 4. All pile calculations are based on a maximum spacing of 8'-0". 5. This design is based on the loads of the structure placed on the shallow soils under the structure. 6. No deep soils geotechnical testing information was provided for this design. 7. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706. 7/22/2021 Kenneth F Wheeler, P.E. State of Florida yPro,,essional Engineer No. 60417 203 W. Main St. Avon Park, FL 33825 Office: (863) 657-2323 Fax: (863) 657-2324 Contractor: Stable Foundation Solutions MICHAEL CACIOPPA 5604 181h STREET ZEPHYRHILLS, FL 33542 SINGLE — STORY CMU HOME ON CONCRETE FOUNDATION WITH A SHINGLE ROOF (5) MODEL 300 PUSH PIERS THREE CONCRETE CUTS INCLUDED Cool and Cobb Engineering Co_ 7/22(2021 w 203 W. Main St. Kenneth F Wheeler, P.E. Avon Park, FL 33825 PE# 60417 Cool • i Cobb Date: 7/22/2021 Job: Michael Cacioppa Location: 5604 18th St Zephyrhills, FL 33542 Attachment "A" Total Load on Pile (Live Load F Dead Load) PILE NO. TOTAL CALCULATE LOAD 1 12,000 Ibs 2 12,000 Ibs 3 12,000 Ibs 4 12,000 Ibs 5 12,000 Ibs Maximum Total Load on Pile: 12,000 Ibs 4 Cool and Cobb Engineering Co. 7/22/2021 203 W. Main St. Kenneth F Wheeler, P.E. Avon Park, FL 33825 PE# 60417 M MANUFACTURING TMG Manufacturing offers 4 different foundation brackets designed to meet t needs of any foundation support application. Choose between our heavy du h" lift bracket or our medium duty lift bracket. Both brackets are also available f grout injection. All of our brackets are made from high -tensile strength steel a comprised of CNC machined parts, ensuring precision and accuracy, In additio all brackets are robotically welded guaranteeing a quality product every time. brackets have been field and lab tested and can be powder -coated or galvanize] amumm TMG Manufacturing offers several types of foundation support piers, design I to be installed directly to load bearing strata. All piers are used in conjuncti with our lift brackets to stabilize and strengthen existing foundations. All pins a e*witeer certified Foundation / Stem Wall iuide Sleeve 7/22/2021 Kenneth F Wheeler, P.E. PE4 60417 Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL, 33825 --------UQ - O O i i I 2" 7/22/2021 Kenneth F Wheeler, P.E. PE# 60417 Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825 TMG Manufacturing NAME DATE TITLE: w rm�m,g om DRAWN LB12 MD — Name 1-'-2013 55 7 W. Siigh Ave SU Ye 100 ampa.Florida 33634 CHECKED Name 1-1-2.013 STANDARD DUTY �� KIPS) ',. .:.mot 3, 624 .U0 _..__..... _. 3) 464 2299 (81 ENGAPPR. TMG 2-1-2014 SIZE DWG. NO. REV TT01 FRANCESUNLESS OTHERWISE SPECIFIED MATERIAL 30-0001 X/XFINISH Hot Dip Galvanize SCALE: 1:8 'WEIGHT:58.37 SHEET 1 OF 1 5 4 3 2 1 Stable Foundation Solutions, Inc. To whom it may concern. I Carl D. King CBC1263287 grant permission to Travis D. King to be my / our power of attorney to pull or request or pick up any and all building permits for our company Stable Foundation Solutions, Inc. Under my authority of a building contractor in the State of Florida. �J)' Carl D. King Steven8. Gayheart Notary Public Connnnission#OG3S39Q3 EXP.7-11-2O23 Travis D. King Notary Public - State of Florida My Comm. Expires Jul 11, 2023 Bonded through National Notary Assn. 9=-,- � Cool and Cobb Engineering Company Date: 8/25/2021 Job: Michael Caciog�ao Location: 5604 18"' St Zephyrhills, FL 33542 Message: As of this date I have inspected the Installation Log on the above not project and based on the Installation Log I hereby approve the installation as being in accordance with the design completed and certified by Cool and Cobb Engineering Co. for this project. This certification does not address any possibI sinkhole activity as defined in Florida Statute § 627.706. 1 Sincerely, 812512021 Kenneth F Wheeler, P.E. State of Florida Professional Engineer No. 60417 203 W. Main St. Avon Park, FL 33825 Office: (863) 657-2323 Fax: (863) 657-2324 Email: kengcoolandcobb.corn Contractor: Stable Foundation Solutions N 1 • a MICHAEL CACIOPPO 560418th STREET ZEPHYRHILLS, FL 33542 SINGLE —STORY CMU HOME ON CONCRETE FOUNDATION WITH A SHINGLE ROOF (5) MODEL 300 PUSH PIERS THREE CONCRETE CUTS INCLUDED 8/25/2021 Cool and Cobb Engineering Co KennethF Wheeler. P.E. 203 W. Main St. PE# 60417 Avon Park, FL 33825 stab 1 c>ura 3 ti arr 1 st'a'llati-o'n• •' TMG Model No ME 17612 Michael Cadoppo LOCATION AND DRIVING FORCE - Pressure (PSI) S11 Ii •11 .ii ii IIi IIi ii ii1 Zi �� Lift Bracket:r .. - - • -- �: • ,., rCrAFTMITIMMMaggM, 9/25/2021 Kenneth F Wheeler, P.E. PE# 604 w Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL 33825