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Home My WebLink About20-22374 CITY OF ZEPHYRHILLS lip 5335-8TH STREET (813)780-0020 2 374 t BUILDING PERMIT t" , '. .PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22374 Address: 5319 11TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-17000-0110 Improv. Cost: 10,000.00 ,O.WNER INFORMATION._': - ;"'�111.`' Date Issued: 1/28/2020 Name: HAMILTON FAMILY LTST &THEO & SA Total Fees: 135.00 Address: 1620 MAGDALENE MANOR DR Amount Paid: 135.00 TAMPA, FL 33613 Date Paid: 1/28/2020 Phone: 813-690-2091 Work Desc: STABILZATION TO FOUNDATION CONTRACTORS APPLICATION FEES SOLID FOUNDATIONS BUILDING FEE 135.00 era Ins ections Required F OTER 2ND R UGH PL MB MISC INSULATIONCEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "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." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO C OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 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 1 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name / r t M�r a� Owner Phone Number 1[7V90 Owner's Address ! ( T.C �( Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address4 JOB ADDRESS / O— 1( LOT# /'��y�] /y SUBDIVISION PARCEL ID# 2 `~ 2-1— 6 D 0 000—t//�( CJ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e DD/ALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK I G of dZ /&i S ;L BUILDING SIZE I SQ FOOTAGE HEIGHT BUILDING $ U`,GQ C VALUATION OF TOTAL CONSTRUCTION !/ =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ z?,-3-7 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 'tII BUILDER / JJ" COMPANY o L-I OVA 0 roa S SIGNATURE REGISTERED? Y/ N FEE CURREN Y/N Address C" ( �/ we J 20'-(- License# V (, U ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE11 Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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(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. 4 6Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC 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(PlotISurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF bEED 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"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 N WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n c r FLORIDA JURAT(F.S.117.03) 1g , OWNER ORAGENT CONTRACTORS scc'Ibyd and sworn o(or firmed)be ore this S scri d and sworn to(or affirme )before me thiso is/are personally own to me or hasthave produced o is are persona y now a asfhave produced/ aCf oX m as identification. 1j as identification G n3a— N W> >— t iE E ^ — WIAAv 3ry Public Notary Public x 3u Co mission N Commi on No.Et 'oa eof Notary ped,printed or s amped ame o ary typ d,printed or mped o w NCD • S City of Zepliyrhills BUILDING PLAN REVIEW-COMMENTS f Contractor/Homeowner: � j POU Y! dc,It C� Date Received: Site: � Permit Type: ! Approved w/no comment Approved w/the below comments: 0 Denied w/the below comments: n This comment shee shall b kept with the permit and/or plans. !AN 2 3 2020 Kalvin S t r—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Cool and Cobb Engineering Company Date: 1/7/20 Job: Ted Hamilton Location: 5319 1111 St Zephyhills, FL 33542 PILING DESIGN ANALYSIS The load requirements for the pilings designed to assist in supporting the identified areas of the subject residence were determined.The selected piling locations and the specific piling are identified on the Pier Identification and Location Plan attached.The calculated total loads on the piles 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 piles,the push pier driver is to be employed.The push pier driver should be employed with a calculated load of 21,600 lbs.,which will provide pile capacity, including the 2 to 1 safety factor of 43,200 lbs.which is greater than the maximum calculated total load of 41,000 lbs.which occurs on the pile identified as no. A-1 . Based on this analysis,the use of the push pier driver for the helical piles with a specific load of 21,600 lbs. and a minimum depth of 15'is approved and certified as meeting all the requirements of the Florida Building Code 2017 6`h 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 pile installed so they can evaluate the installation and prepare the"As Built"drawings. General Notes: 1. All piles to be installed in accordance with ICC ES AC 358 2. A log of each pile to be kept by Contractor noting depth for each pile. 3. Piles installed less than 48"apart are to be battered 10°away from each other. 4. This design is based on the loads of the structure placed on the shallow soils under the structure. 5. No deep soils geotechnical testing information was provided for this design. 6. This design does not address any possible sink hole activity as defined in Florida Statute§627.706. 1/7/20 ALL WORK SHAD COMPLY wITH PREVAILING Carl Cooi;P.E. CODES FLORIDA BUILDING CODE, State of Florida NATIONAL EL;A:,T RIC CODE, Professional l'ngine r . 16921 AND THE CITY OF ZEPHYRHILLS ORDINANCES 203 W.Main St. JQN 2 2020 REVIEW®ATE Avon Park,FL 33825 CA No.29713 CITY OF ZEPHYRHILL Office: (863)657-2323 PLAN EXAMINER Fax: (863)657-2324 ** MAX SPACING 8' MIN SPACING 4' A-1 40 A-2 41 B-1 40 A-3 B-2 41 40 A-4 B-3 40 B-4 A-5 B-5 40 T,F,GEND: o A-1 -A-5 PUSH PIERS B-1 - B-5 CRAWL SPACE PIERS NOTES: TWO STORY RESIDENTIAL Date: 1/7/2020 Sheet 2 of 6 Seal: Project: Carl Cool,P.E. Cool & Cobb Fngineering C".ompany, FLA LICENSE NO 16921 Ted Hamilton 203 West Main St. Certificate of Authorization#29713 5319 llth St �00 Avon Park,FL 33825 (863)657-2323 Office Zephyrhills,FL 33542 (863)657-2324 Fax carl@coolandcobb.com 1/7/2020 Cool and Cobb Engineering Company Date: 1/7/2020 Job: Ted Hamilton Location: 5319 11th St Zephyrhills,FL 33542 Attachment"A" Total Load on Pile (Live Load+Dead Load) PILE NO. TOTAL CALCULATE LOAD A-1 ._......__....___....____._..___._...._.....___.__._.______... . ._....�....____ 21,600 lbs _._ _._ .__......_.. ____ ...._..........�__. _.. _ _... __. _. ...._. _._ .__._............... . A-2 21,600 lbs .............. .. .... __.. .. .. .............. ......................_._.. .. .. A-3 21,600 lbs _.__....-..-. . - ----- .......... ......... .. ..... - ..-_------------- A-4 21,600 lbs A-5 21,600 lbs B-1 6400 lbs B-2 6400 lbs B-3 6400 lbs B-4 6400 lbs _..........................._................... . _..... ... . .................. B-5 6400 lbs . ......... ...... ...._.._..... . ._.._............................ ... ------------- ............ .. ... . ...._...._......_._._... .. .. .............. _....................... .. ......................... Maximum Total Load on Pile: 21,600 lbs Cool and Cobb Engineering Co. 1/712020. 203 W.Main St. Carl E.Cooi,P.E. Avon Park,FL 33825 PE# 16921 CA#29713 i r' W G +N M.P Na" A ,WW Or !w N 'a, M (A A ',a- CO -O` A N� O Wo om NJ' NJ N t!'� 8 a A'. A .ta W .'F,7W •A§ j • y a a tSt "^�' s: _ �' M M w. m o. A tD rn N C7 t 3 y' W, N N: N $tiNs?:.+ �Qg.��Z'.. nd Cis �* } {,y p Ob LC�s fSpC c{} Aro . O G--O -C7' t Cl., ,,�T. c q.w LR Cp! sg t Cr ':uw:;L^ w .w l7,= &3t y,w ,O?, v 'wa; C ;Je ut to A W,. -n W N '4n. W N tJ+ Iv.' r- C s w A 'A- to tT 'jlSs;6�x :.V -�.z w s` §s',,ro W. .p b 'N,' A O t7f N W,': �O .C1. n •,,pp-,,,, .A. to „w W W W w N C', O�_ N O C7D Oti A' N K?' co Ch. A Gi { �. R ` .N: N t.f e.� xn• w c�- v #+ 'cw' w N `- ?!. � � Y`� w- W v u+• w .N q rn .a .�'i W $A) - CO M": ,hJ t4 l�7 c3 o o.. n c' a o' o ,o '"'- �«--•. o �+f Q3 4 Q1 'Ln.:. Ss `A' /^� {� 'y.. Q '�• �O +,lb 87 V Q1 Ch fh �1 ';s ram` u, N �o „pt w try �.a r ``"''' tp (h �,�y "st`" Ln ' N ' O�'s Cf .A W N 'Ui O to m Ky=f 1# y7 Ln =VJ Ut lR" e Cool Cobb Engi» ing Co rl cool,, 203 VWOM Main Sbvet � P.E.No. 16921 Avop Pafic, FL 33826 Datm 1/7/20 CA No.2W 13 PE No.16021 ■ ■ S ier System MANUFACTURING Lift Brackets TMG Manufacturing offers 4 different foundation brackets designed to meet the 9 needs of any foundation support application. Choose between our heavy duty lift bracket or our medium duty lift bracket. Both brackets are also available for A grout injection. All of our brackets are made from high-tensile strength steel and comprised of CNC machined parts,'ensuring precision and accuracy. In addition, all brackets are robotically welded guaranteeing a quality product every time.All brackets have been field and lab tested and can be powder-coated or galvanized. Product. :Standard Duty Lift Brackbt 45 kips Heavy Q.uty Lift Bracket 70:kips . Standard Duty Injection"Bracke# 45-,Kips i=leavy Duty Injectiara Bracket 70 kips,,, ,,; Push Pipe TMG Manufacturing offers several types of foundation support piers, designed to be installed directly to load bearing strata. All piers are used in conjunction with our lift brackets to stabilize and strengthen existing foundations. All pins are engineer certified and field and lab-tested. Can be galvanized or powder-coated. ® ® • . . Standard Push Pipe" .217". 2.87 °`" 14,506 262,000, Heavy Diaty`Push:Pipe 308' ;2.875' 16,900- . 276,400 Standard.lrijection Push-Pipe 21t! _, 2:875° " "1"4,500 262,000" Heavy Duty Irijectiori F'usli Pipe 308`'. '.:` 2.87 16,96 276400 " Foundation/Stem Wall Top Plate Bottom Plate Bracket Tube Gusset Cool and Cobb Engineering Co. Guide Sleeve 1/7/2020 203 W.Main St. Carl E.Cool,P.E. Avon Park R.33825 PE# 16921 CA#29713 TMG Manufacturing•Tampa,Florida•Telephone:(813)464-2299•info@tmgmfg.com•www.tmgmfg.com �_______ ___ ____ _________________ ___________ . / | / , \ \2p - | ' '2 ' /\ | � / \ Not Included ' } l ' � � \ � � SECTION A-A � Ji ------� TMG manufacturing Crawl Space 1 Bracket W.Sligh Ave.Su CHECKED 'Name -1-2013 Assembly REV JMG MATERIAL in St. TOLERANCES UNLESS OTHERWISE SPECIFIED: A `5 015-30-0011 203 W.Ma in/2020 N/A Avon Park,FL 33825 t FINISH 7 ' �-________'_-____� ` 4 . 5 INSTR#20200041 57 OR BK 10035 PG 2145 Peg-1 of 1 01/10/2020 09:50AM Rcpt:2124432 Rec:10.00 DS:0.00 1T:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT (PREPARE W Dl1PLICATG) Permit No, Tax Folio No. State of County of To whom It may concemt The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance wlth.Sectlon 713 of the Florida Statutes,the-following Information is atatod In this NOTICE OP COMMENCEMENT. Legal description of property being Improved:1 1-2 6-21-001 0-1 700 0-01 1 0 Address of property being Improved:5319 11 th st Zephyrhills fl 33642 General description of Improvemenm:foundation stabift ation Owner led hamilton Address 5319 11th at 2ephyrhills 11133542 Owners Interest In site of the Improvement Fee Simple Titleholder(If other than owner) Name Address Contractor send feundattans solutions Address 2740 sw main bled lake city P32025 Phone No.3897593727 Fax No. Surety(if any). Address Amount of bond S Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upcn.whom nallaes or other documents may be served: Name Address Phone No. Fax No. In addition to himself or herself,owner designates the following person id receive a copy oftha LlenoPe Notice as provided in Section 713.06(2)(b).Florida Statutes.(Fill In at Owner's option). Noma Address Phone No. Fax No. Dtplmticn date of Notice of Commencement(the expiration date le one 0)year from the dale of recording unless a different date Is specified): TWIG SPACE FOR RECORDER'S USE ONL L OWNER Q Bane DATE �d I 1 eounry a tiu.r. to orPbn a5 ha, I c�a�e�y Vfe fiuneeron oLmroca�on tan dl natomeam.na nod rca.4 are true end•ca,rste ,IESSICAZEHR r �z MY COMMISs10N*GGi26465 wary arse,sate o F9:November 12,2021 My wmml�.t"19 s.-. _ s " _ Nofaty Puo6cUMerweta�s_ Pro4ecv4 Wanellralpn F Cool and Cobb Engineering Company Date: 1/13/20 Job: Ted Hamilton Location: 5319 11th St Zephyrhills, FL 33542 Message: As of this date I have inspected the Installation Log on the above noted project and based on the Installation Log I hereby approve the installation as being in accordance with the design completed and certified by me for this project. This certification does not address any possible sinkhole activity as defined in Florida Statute § 627.706. Sincerely, 1/13/20 Carl Cool, P.E. State of Florida Professional Engineer No. 16921 nunr�tw�a►'+�: CAY. Z G O1R>R1C L Carl E.Cool,P.E. 203 W.fain St. Avon Park,FL 33825 Fla.License No. 16921 Office: (863)657-2323 Fax: (863)657-2324 Email: carl@carlcool.com y • • s ** MAX SPACING 8' MIN SPACING 4' A-1 40 A-2 41 B-1 40 A-3 B-2 41 41 A-4 B-3 B-4 A-5 B-5 T.F.G ND: o A-1 -A-5 PUSH PIERS B-1 -B-5 CRAWL SPACE PIERS NO TES O TWO STORY RESIDENTIAL Date: 1/7/2020 Sheet 2 of 6 Seal: Project: Carl Cool,P.E. Cool & C nhh F,ngineering CompanyFLA LICENSE NO 16921 Ted Hamilton 203 West Main St. Certificate of Authorization 429713 5319 11th St Avon Park,FL 33825 (863)657-2323 Office Zephyrhills,FL 33542 (863)657-2324 Fax1'eA* carl@coolandcobb.com 1/13/2020 FOUH13"wA'-11,* 1T1( MS 6. Installation Log T r._�. Model 250 Push Piers Client Name: ted hamiton Job Name: ted hamiton. SF Job No,: 19-0074 Job Address: 5319 11th st ze h Dills fl 33542 City: ze h hills I State: IFL Zip Coclej 33342 Special Notes, ✓,....r>i"a rk,»,zr:.. r.< .:...s/ ,....., ..l?,^.2`,.,:.? ,::,...:< gal...Ar .% .... •.:...: f, r ! .K` .� ': ,s y:;y••,g .<.x�\rvF. .t/i .r,•..1�c: /f/<, \,.,s. r1 Pier Pier L OCATIQN;AND DRIVING FORCE'-Pressuire(PSI) Section No. Depth 1 2 3 4 . 1 1 1.00 900 1000 1100 '1100 2 2 1500 1500. 1200 1500 1500 3 3 1600 1600 1.800 2200 2200 4. 4 1900 1700 1 2000 2500 2500 5 5 2200 2300 .2300 3200 3200 6 6 2900 2800 2400 3500 3500 71 7 '3500 9600 3900 3800 3800 8 8 4000 84 4,OOQ c 8f 4QQO@8ft AOM-Aft 4000 8&' 9 9 10 10 11 11 12 12 13 13 14 14 15 15 1.6 16 17 17 18 18 19 19 20' 20 21 21 .22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 36 30 31 31 32 32 Date Completed: 119/2020 Notes: installed£fy Oft Bracket; Oi r ak V ca s Pu h Pi e v U P I a .T fi Hess.3 '"f O tsiife C9 r 8 5'Y'T i1® t th 6 9Q0 tb t Y3et r 276.400 3t