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Home My WebLink About21-3218149-INUR 1111 0 1 �#$ III, Name: SLEEPY HOLLOW MOBILE ESTATE Permit Type: Add/Alter (Residential) INC I Class of Work: Add/Alter Residential Address: 38615 Lansing Ave ZEPHYRHILLS, FL 33542 Phone: BAR-003218-2021 Issue Date: 6616 Wire Road Building Valuation: $33,500.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $33,500.00 Total Fees: $311.25 Amount Paid: $311.25 Date Paid: 12/7/2021 11:34:34AM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. I I I I ! I I ! ! I I ! I ! ! I I I I I ! I I I ! I! I I• I I I III I I AI Alai LVA11- CONTRACTOR SIGNATUIE3 FIN-1-T-714-1 1111-1171-171 -114illi PEfIT OFFICEfV V 0 0 411 A i IN 0 FFlKJ Engineering,� | |C Date: November 8,2O21 Project: Sleepy Hollow Mobile Estates Address: 6616 Wire Rd Crawl Space S ipport Analysis This report is prepared for LRE Foundation Repair (contractor) by FDN Engineering (engineer). Crawl space support jacks (SmartJacks) are specified for installation at the above referenced project. The support system is intended to stabilize and potentially lift the existing floor structure — reducing deflections in the floor and reducing pressure on existing soils. Load requirements for the Smart.lacks were calculated at areas identified by the contractor. See page 2 for engineering analysis assumptions and results. See pages 3 and 4 for design information and details for the crawl space support system. See page 5 for a layout of the floor supports on a footprint nfthe structure. Tothe best ofmyprofessional knowledge, belief, and opinion, the design ofthe crawl space support system meets the structural requirements of the 2020 Florida Building Code, Seventh Edition to the extent that it applies to our scope of work. The crawl space support system is not intended to be the primary support system for the structure, rather asupplemental stabilization system. Upon completion of the crawl space support system, the contractor shall supply engineer a log of the installed locations ofthe 3mardacks. Engineer will evaluate the installed locations and prepare acompletion report. AAJ / 2412 N 179thSL Chad A. Keller, P.E. Omaha, NE6A11G Professional Engineer No. 70316 At L '0 y �u/��p� Page 1 of 5 Project Assumptions (contractor to confirm assumptions): l. Structure bone-story,single family residential with wood -frame floors. Z. Soil bearing pressure atthe site isaminimum uf2,0O0ps[ 3. 5marUockmodel size 2OQisspecified. 4. Smart.lacks and supplemental girders do not support interior load -bearing walls or columns. 5. Contractor will install footings, SmartJacks, supplemental girders and all related components per the support manufacturer's installation instructions and according to their technical specs. 6. Contractor to select support base that adequately transfers load from Smardack to soil. 7. Supplemental support girders are restrained against lateral rotation at an interval equal toorless than the SmarUackspacing. O. SmartJacks supporting existing girders are not spaced farther than the original/existing supports; and the existing girder/joist's condition is adequate to support the new compression load. O. Supports are not placed onsinkholes. 10. New wood -frame girders/joists that replace existing girders/joists to be at least as large as the original member, from like material, and supports placed nofurther than original distance. 11. Where supplemental girders are specified, use S4x77ASTMGr. 50(or uqua|). 12. The design assumes the original structure was constructed of conventional means and methods. Analysis Notes and Results: 13. Interior floor load isassumed tonot exceed 5Sps nominal load (1SpsfDL+4Ops LL), per Code. 14. Smart.lacks are designed to support axial compression load only; with a max height of T-O". 15. Maximum total load onSmarUackis 5,20X0 bs. 16. Smarflack spacing along the supplemental girder shall not exceed 8'-0" O.C. 3412N179thSt. Omaha, NE6Ql16 Page 2 of 5 FDN Engineering, LLC Typical Crawl Space Detail Existing Floor Joists Top Plate Supplemental Girder (SJ288TP) (Varies) 01.00" All Thread Rod Threaded (SJ100ATR) Insert Must be fully engaged (SJ288TI) Z through the thickness of R, the threaded Insert E 02.88" Tube Field Cut to Length co (SJ288T36,SJ288T60, or SJ288T84) Cast Aluminum Base (SJAFTG) 20 mil x 16" Square Inert Membrane (if requrled) Existing Soil Well Compacted Crushed Stone or Recycled Concrete by Contractor Typically 2'-13" SO. x 2'-0' DP. PowerBrace"I (S4) Beam (Continuous over support) S4 Top Plate (SJ288TPS4) 01" All Thread Rod (SJ 1 OOATR) Threaded Insert (SJ288TI) oy" Bolts — Beam Splice 2 W/ Nuts Bracket - Top (SJTBTS4) PowerBrace," Butt Joint t3eam 6puce (Direct Contact within Bracket- Be 1.00" of Bracket Center) (SJ288TBBS Threaded Insert l 01" All-Thre (SJ288TI) (SJ100ATR) Bottom Precast Bottom -_TT Pl'toConcrete Plate SJ288BP) Footing (SJ288BP) ttom 4) ad Rod CIP Footing (design by others) C'P 004"g d _1 by e others) to Crushed Stone d C Crushed Stone or Recycled Concrete or Recycled Concrete: (if reqlulred) The above information is taken from Supportworks Technical Manual. FDN Engineering, LLC 2412 N 179th St. Omaha, NE 68116 (402) 739-9642 November 8, 2021 ') A Chad A. Keller, P.E. Professional Engineer No. 70316 Page 3 of 5 FDN Engineering, LLC Technical Specifications SJ288TP (Top Plate): 'A'x, 4,50'x 4-50" AS T M A36Fa! ate 01,50'x 0,250' wall x 1,38" long ASTM A53 Grade B confinins; riog Altowable corripression with savvn fumber girder - 4,0 kips Alirswall)Ick compressior,, with Structural steel grder - (vvlij 1-10t govern) SJ288TPS4 (Top Plate): For use ir-r coriibination with Powkst Bracsk - (S4x7,7) beark)s r3a6` x 3,00' x 6,00" ASTM A36 be plate 0 1,50' x 0.250" wall x 1 „38" long AS CMS A53 Grade B corifwmiq ring Allowable corripression - (wM nol govern� SJ288TBBS4, SJTBTS4 (Beam Splice Bracket): For use m, combinattor, wrth F"cover8racc," (S4x7,7) be arras (2) -W x 4.50" x 5,00" ASTM A36 kflates 01,50" x 0,250" wall x 1,38" lane l ASTM A53 Grade B confimng ring (4) - r,i" x 5,50' bolts vwlh nuts AUowablcr cornpre,,-oi�cw - 83 k,p,,�' S-11 OOATR (All -Thread Rod): 01.' x 8.00" lofig AS ;-NA A108 C'3radic, 1018 ,-,O,thread r,-Kf wlh wedod heavy hex nut Yleid' - 54 ks: (rmn,) Tensdis strength - 64 ksi (,'mn Allowabk.' carnpressFon for systc-fn heights up trs 9 fee, 11 0 kaps FDN Engineering, LLC 2412 N 179th St. Omaha, NE 68116 (402) 739-9642 November 8, 2021 SJ288TI (Threaded Insert): 03,00' OD x 1,00' thick, AS FNA At Grade 10 18 rnach,ned andtapped insert Yield streisjth - 54 ks(rnin-) Te,nsile strei)qth - 64 ksi (rnirr.) AllckwaWe compression for systerrr heights up tc) 9 I'siet - (Will not govern? SJ288T36, SJ288T60, SJ288T84 (Tube): 02,88'OD x 0, 1fay" wall x 36", 60", or 84' Ierrac,, field cut to lerrgth, ASTM A500 Grade C trip le -coated ins brae;* 9alvanizesi tube Yeld strength - 50 ksk (min ) trength - 55 ksr (rnm') Ailow,ki-0e cornpre',tiion for systeon heights kip to 9 feet - 11,0 kips SJAFTG (Cast Aluminum Base); 0,850' x 12,00" square A151/AA 356.0-T6 cast alurritnum, Ywid strength - 20 kst (rnm,) Terisikstrongth - 30 ksi (rnm,) Allowable cotnpre,,scm - 8,0 kips HSS 2.00' x 2.00' x 0,2' wah tubsix 0-75long ASIM A500 G�iade, B tribe Nfia%vabie cornpress�rsn (when used agaii1st c0ricrele With MMIMUM f' - 2 500 psO - 103 kips Precast Concrete Footing: Typical base, 12" x 12' Exact aF'd capac(t'es varykwth manufacuver items pk,rchasecfat !or c,0 brjOdkng sippy center, 'A Chad A. Keller, P.E. Professional Engineer No. 70316 Page 4 of 5 Notes: 1, Residential construction, one*tony. Z. Layout of(26)5mardacksModel 288for crawl space support at 8'-O"8.[,,max. 3. Install per 5marUackmanufacturer's instructions and technical specifications. 4. Notify engineer ifdesign assumptions are discovered inaccurate. 1 S 2 7 3 8 4 g 5 10 DRAWING NOT TO SCALE FDNEnQneerng, LLC Sleepy Hollow Mobile Estates 2412 N 179th St. 6616Wire Rd Omaha, NE68l16 � ZephyrhiUs,FL33542 | (402)739-9642 and Mark Number Supplemental Girder Existing Pier 11 16 12 17 13 18 14 1 15 FOOTPRINT OF RESIDENCE 23 24 Aft 25 26 lChad A. Keller, P.E. Professional En ineer No. 70316 Page 5 of 5 813-780-0020 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 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 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, 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 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. 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 FLORIDA OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Who is/are perso'ttaHy"fcnown to me or has/have produced as identification. Shawna Fleming Name of Notary typed, printed or stamped SHAWNA FLEMING Notary Public -State of Florida �1\ Commission # HH 119013 My Commission Expires July 16, 2025 Public INSTR#2021241925 OR BK10481 PG2051 Page i of 1 11109/2021 09 20 AM Rcpt 2376341 Rec: 10.00 D& 0.00 IT 000 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller 04 oaraa NOTICE OF COMMENCEMENT 0( Y� I 1.f C-1 Inc 1.4�,�,E W.—I-A O—d 1� 2 a0- V I- L.d ,T'jedO, ir-3—o &L FL N-1 11 I'll SiRPll 7T—Idll TIT —1. —41 Name eaorxKsvn.E 34603 PD — .—I C--- T.2RR—. 10 S. --------- N—L& A11-1 WE— _ — — Telephs. one No_ -- ----------- LLIP— IMM 1. F.11— Fl State11 Fl— by TF owner , TP, F-, ,y be —eo as91-ded byC,.—Name % AtlJresa C. ly m WARNING TO OWNER, ANY PAYMENTS PkOF By THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE "ONSTDEREU IMPROPER PAYMENTS UNDER CHAFFER 713, PART 1, SECTION 113.13, FLORIDA STATUTt9, AND CAN RESULT INYOUR PAYINGTWICE FOR IMPROVEMENTS To YOUR PROPERTY.A NOTICE 01 COMMENCEMENT MUST BE NECENRM AND POSTEC ON THE JOB S:TE BEFORE THE FIRST INSPECTION. IPYOU INTEND T0067A!NF{NANCtNC-,.CONSULT _H YOUR LENDER OR AN ATTORNEY eEFORz GOMWICIIG `. ORK ON RECORCIN6 YOUR NOTICE OF COMMENCEMENT Under penally M — Old— I h—d 111. f—I, 0- ---r 9. �0 llH —61 .1. R.. 1p the bestp, my ki,Rdg. STATE OFF' ORIDA COUNTY OF PASCO jj rp-f Persona K— Z) QR `kRd. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received I I Phone Contact for Permitting 1( 352 )606 __8882 Owner's Name I Sleepy Hollow Mobile Estates Owner Phone Number 1 740-504-3420 Owner's Address 1 38615 LANSING AVE, ZEPHYRHILLS 33542 Owner Phone Number [_813-782-1111 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 1 6616 WIRE RD, ZEPHYRHILLS, FL 33542 LOT # SUBDIVISION ZEPHYRHILLS COLONY COM NY PARCEL ID# 1 02-26-21-0010-04500-0000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR O COMM O OTHER STORES/OFFICE TYPE OF CONSTRUCTION F_X_] BLOCK FRAME O STEEL DESCRIPTION OF WORK CRAWLSPACE REPAIR BUILDING SIZE 1 1 STORY SO FOOTAGE [P 155. HEIGHT HfA Ek3EA FX�BUILDING 1 $ 33,500 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ =PLUMBING =MECHANICAL 1$ = GAS ROOFING F__] FINISHED FLOOR ELEVATIONS I BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address RESIDENTIAL COMMERCIAL SIGN PERMIT Directions: AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION T SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED License# LLN J FEE CURREN Y/N License # LY N FEE CURREN Y/N License# LYL N J FEE CURREN L_X N License # Y/N FEE CURREN License # 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 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 clumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction. 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) Driveways -Not over Counter if on public roadways.,needs ROW