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Home My WebLink About19-21319 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21319 1 ` ' BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21319 Address: 38965 CR 54 Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-00000-03800-000 Improv. Cost: 17,050.00 OWNER INFORMATION Date Issued: 6/10/2019 Name: PALMETTO ZEPHYRHILLS-20TH ST K Total Fees: 262.50 Address: PO BOX 1615 Amount Paid: 262.50 THOMASVILLE, GA 31799 Date Paid: 6/10/2019 Phone: Work Desc: INSTALLATION WALL SIGN W/ ELECTRIC & MONUMENT SIGN CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 195.00 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 1/ FOOTER Ins ections Required ELECTRICAL ROUGH FINAL 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 CTOR SIGNATURE PERMIT OFFIgOR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER NOTICE OF DEED RESTRICTIONS: The undersigned understandsthat 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. UNI-POENSED 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".. thi.~application for which,they will- -_ responsible. If you, _ the owner— sign as —e contractor,that may be an indication that hemnot properly licensed and is not entitled mpermitting privileges mPasco 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 lorida Statutes,as-amended): If valuation of work is$2,500.00 or more,I certify that/ the h(Chapterb �provided with o copy of the "Florida Construction Lien 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. CONTmAcTOR'SIOxNmsR'S Arr|DAnrr: |certify that all the information in this application in accurate-and that all work � will he done in compliance with all applicable laws regulating construction,zoning and land development. Application is � hereby made to obtain o permit to do work and installation as indicated. | certify that no work or installation has commenced prior to.issuance of permit and that all work will be performed to manx standards of all |owo regulating mmom'mmn County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ' certify that|understand that the regulations m other government agencies may apply to the intended work,and that it is | my responsibility identify whattake 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 D|stdnt-mo||a, Cypress Boyhoods, Wetland 8naao, Altering Watercourses. | Army Corps of- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. understand that the following restrictions—apply to the—use of — | - Use of fill is not allowed in Flood Zone^V"unless expressly permitted. / - If the UU material io'tn be used in Flood Zone "A", it is understood that a drainage plan addressing o | "compensating volume"Wi|| be submitted ou time nfpermitting which Is prepared by professional engineer licensed hv the State of Florida. ' If the fill material is to be used in Flood Zone ^A. in connection with o permitted building using stem wall construction,i certify that fil|will bo used only ho fill the area within the stem wall. / - If fill material is to be used in any area, | 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,ba cited for violating the conditions of the building permit issued under the attached permit application,for lots less than (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 roceed with the work and not as authority to violate,cancel,alter,or set ae�oany pmv��nov[�e�uhnino|oodeo nor 'shall issuance of a pwnnu preventm Building Official from thereafter requiring.correction~errors..plans,construction or violations of any codes. Every permit issued shall become invalidunless 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 ^—_fl_--cause for the extension. ..work ceases for ninety,—'consecutive days,the,job_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 WITH YOUR LENDER OR AN-ATtORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER S��R��AGENT CONTRACTOR— | swom to(or affirmed)-before me this b d Worn to(or affifined)before me this Who Islare personally known to me or hasihave produced VVho onally RO!yn to me or hasthave produced asidentification. as Identification. Notary Public Notary Public Commission Name of Notary typed,printed or stamped Name of Notary r 31 W14WOREUINE Bum ' ^ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Derto Received Phone Contact for Permitting 1413 ) 7 - X000 I - - - - - - - - - - Owners Name Owner Phone Number Owners Address I 1—�q --X0 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I LOT# JOB ADDRESS 1-12�Rq(0�s SUBDIVISION F- PARCEL ID# (OBTAINED ERM PROPERTY FAX NOTICE)WORK PROPOSED I-VII NEW CONSTRR ADD/ALT SIGN DEMOLISH V11 INSTALL REPAIR PROPOSED USE SFR 15 Comm OTHER TYPE OF CONSTRUCTION Q BLOCK ED FRAME STEEL DESCRIPTION OF WORK ;IA1,4nala Wit wfd 04' jt?04 5;117 BUILDING SIZE 60 FOOTAGE� HEIGHT I �BUILDING $ VALUATION OF TOTAL CONSTRUCTION I 1-1. _ -1 [ZELECTRICAL AMP SERVICE Q PROGRESS ENERGY = W.R.F.C. =PLUMBING =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . II . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY -,0,—,-A n, )7--QA!i SIGNATURE REGISTERED Y IN kJ FEE CURREN I Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y IN k—)FEE CURREN I YIN Address License# 1p—n PLUMBER COMPANY SIGNATURE I REGISTERED Y/ N FEE CURREI% Ly N L_j Address License#F- MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License# F OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address U...# eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeoeeereeeeeeeeee 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 mittal date Required onsite.Con- ction Plans,Stotmwater Plans-and Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsaarge projects COMMERCIAL Attach(3)complete sets of Buildfing 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 wl Silt Fence installed, SanftW 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131=1=s: Fill out application completely, Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AtC 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 (Front of Application Only) Rcroofs if shingles Sowers Service Upgrades AIG Fences(PlatiSurvoy/Footage) Driveways-Not over Counter If on public roadways-needs ROW INSTR#2019097716 OR BK 9919 PG 3700 Page 1 of 1 06/10/2019 12:01 PM Rcpt:2062025 Rec: 10.00 DS:0.00 IT:0.00 Paula S. O'Neil, Ph.D., Pasco County Clerk&Comptroller Permit No. PercellDNoC>9 r�Co �91-C�!'C c1-C'3�2�CYl�C X::C NOTICE OF COMMENCEMENT" Stale of a 1 l ri County of R.C`C C THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the rollowing Information Is provided in this Notice of Com cm mennent 7 1. Description of Property. Parcel Identification No.t'r�: ,��Ci LEA r C l `2('�---m c' Street Address:, 9(�, tat ,SU,7,ahy/h i 115. •=1- 2, General Description of ImprovemeM 1Q 0,Q' — 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement 3, iEcr-�C"EMInkild .tip! (•I Address L City IJ State lQ {df Interest In Property: Name of Foe Simple Titleholder. different from Owned Ilsl hove) ® ® Address �1 '-Irn !�1'CC G state Cn otraGar.� )�:Iku /1 / Addressnt n .� -t � . eC cityState Contrectore Telephone No.: —r r Surety: N/ Name e on-, Address city State • J 0 Amount of Bond:S Telephone No.: �'�Z � O � -� >ti. Lender. N hq () U) J cv O Name ty 0Op UJ W Address City State - � LLI Z n Landers Telephone No.: QO = — J 2i >- LL I- p Q 7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by 1- W O O I, Section 713.13(1)(a)(7),Florida Statutes: 0 H IL W O Name fv = DU U Z Address Clry State ~ I- -i Q Telephone Number of Designated Person: 0 CO� l}i WCOp LL / F- (Y 11 Z O In addition to himself,the owner designates r of Q of � LL- = Q to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes. —, WOO o - �- U 0 a_, � Telephone Number of Person or Entity Designated by Owner. ® � 0 Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and Mal payment to the LLI CJ) Q J q V ntrador,but will be one yearfrom the date of recording unless a different date Is specifledr �- — W — J WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 4� (J) :D LL - ARE CONSIDERED-IMPROPER PAYMENTS.UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN Z — Q RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE O m RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of my knowledge na penalty IiI declare that I have read the foregoing notice of commencement and that the facts stated therein ere true to the best srATEof F6oa A-Te rtnes5�� scv� COUNTY OF vasca DoLV i r� 6aAWZ4't-J Signafwe of Owner or ,or Owners or Leseae's Authorized Off icer/Dbedor/Partrro 'er C �� er Signatory's Tme/orrloa The foregoing instrument was acknowl�,j�od before me this4tday of Apt-1 l ..!g by Gay- vi— as f Lo r` S 1 a r`15 v-K er (type o1 authonty,e. .,officer,Irwlee,atlorttey in fad)for Do I I OL tr G P-N-P- b I (nesr1�.s��of,party on beW of whom (Instrument �was execut1111101,,,rr Personally Known M,5dR Produced Identification O Notary Signatur�y l/x V (Y�t `1f[,1/1 -o .G�NE "I", Type of Identification Produced Name PrIM (AY`o L t t-4- ?�T 51'RTE OF TENNESSEE ; = NOTARY ; Q•. PUBLIC ; co %,�SpN CD •�• �. wpdata/beafno0cecanmencementpoos3nae rir Ex pl1 es•��v ' 14glil �-0-�� ~�@ U][ U Nt� K K ^�x '7 -� �~� �-~- - � CAPITAL GROUP 1*43*miamsburg Square ' Lakeland,n-ysaus ��8-1320 pal March l8. 2O19 City ofZephvrhiUs ' 53350thStreet Zephvrhills, FL33S42 Re: Dollar General -Stmre #20360 38965 County Road S4 ZephyrhiUs, FL33542 To whom it may concern, Please accept this letter toeUovV to pull permits and install signsforthe above listed location. if you have any questions please feel free to give me a call. Sincerely,' | h«rhiU5-ZOth St, LLC Jeffrey . Lazenby, PE, CFM V.P. of Development-Florida Division State nfFlorida County nfPolk The foregoing instrument was acknowledged before nneon this 18th day of Marc 20196v Jeffrey A. Lazenby who is o0v known to me orm/hu produced oJ identification. Signature of �� Stamp: ' NOR MYCOMMISSIONOFF9$57, I' � ' "k~/°"x ^ rh"=".v///, , ^t '""," ^ w".^..//. f, 8 0 1/2 4'-0" 10'-0" OAH CITY Oy U31,DINE;0,FF'rCP a t 71.26" de These drayhrigsand des"ns are the exclusive property of Evetbrile LLC Use of.or ddpricalion in any mariper,othout express wrilten pernissloi of Everbn'e LLC Is proh�jb'.,Ied. Customer: Dollar General Description: M32@10'OAH Customer Approval: NOTE:unless Specified by customer,all depth of embossing will be Project No: 298765 Scale: 1/2"-1'-0" determined by Everbrite Engineering or existing customer specifications on file.Colors and graphics on file will be used unless otherwise specified by customer. Date: 8/6/13 Drawn By: RB Please read carefully,check appropriate box and fax ❑Sketch OK as is Location &Site No: Revised: back to Everbrite: New sketch required Revised: SIGNATURE DATE Encon Services, Inc. FL EB#9394 IP.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description DOLLAR GENERAL DG20360 CR 54 ZEPHYRHILLs,FL 33542 LICENSE 9�y 4x8@10OAH Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+D Risk category II 1 STATE OF Exposure C �ORI�P` Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 6/2/2019 Cf 1.48 G 0.85 Wind Pressure(ULT) 1 52 PSF Sign Area Distance to Center P=Force Moment s (ft) (Ib ft-lb) Can 1 80.00 5.50 2514 13827 Can 2 0 0 Can 3 0 0 Pole 0 0 Totals 2,514 13,827 Required Flexural Strength (kip-ft) 13.83 Provided Flexural Strength (kip-ft) 36.30 (1)HSS 6x6x3/8"Grade A500 B Steel Tube 0.380897 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 8.5 FT Deep Depth(Estimated)(FT) 8.5 2.0 FT Diameter S1 850 Design Depth(FT) 6.60 Ft 6/2/2019 Dollar General 1)620360 Zephyrhills 4-1 x 8-0 Pylon 10-0 OAH M32@10_HWL CAISSON v DOLLAR GENERAL 36" RACEWAY LETTERS Wall �- 1.6- S/T 1 16'-9 3/4" 19'-0 3/8" �n ML �s JJ 111111 � Raceway to be painted to match building color. # i SIDE ELEVATION L It C!i t.'►t 3116" Yellow #2037 acrylic face with Semi-Gloss Mack returns, To -ted tS jp!!coT_p " raceway. 1 Y11'uminated,,with Ag€L!§.�iX hitLa:eL'ED`s..<°i I CO! R SP 1FICATIO S SQUARE FOOT GE Qyellow: match Spraylat CB-2633 ACTUAL BOXED METHOD �Brushed Aluminum: match Sprayiat FM-171 ®Black(Copy): match Spraylat Black ®Seml-Gloss Black(Metal): match Black Polyurethane CO Cool Gray: match PMS Cool Gray 5 0 Rock Bottom Gray: match Sherwin Williams SW7062 62.38 sq.ft. 112.08 sq.ft. EgGreen: match PMS 368C Fife N e•Dollar General Cutsheels 2013 13S SOUTH DAVID LANE HOWR Projc #:13.0181 Page 14of33 ni KNOXVILLE,TN 379 22 SEENOFFICE:ss5-s39-4001 R Date:08/30/2013 FAX: $89-539-0$51 WWW.LINKENGR.COM A roved B Artwork is the property of.Dollar General. Material herein shall not be copied or reproduced without permission. aryt iram.aw..,.wA.luarnoiam EXTERIOR FINISHES KEYED NOTES aGeLWIWMmnaiCM IXIOwSauIMM k op W�0o¢sut ans.00 lDnpypelAtlwR noaYlgwnIPUYDOYLY/lMw)µT➢nnM TAG MATERIAL MANUFACTURER COLOR/STYLE GFNERAIRFAUViKS 9a.CRl mCxaSartVM�iAaal0.4arovaprUt am�uvnNua�eviduzm nzA nxL°"nu%a•aaral arrow, wrmmucrN..rovadcawNai onmioWzdannm+tmum moan• !n-lscmarvaazcrawn eumamaaaneammrnanmmorTnzvuan vawunerzum wmmcianrorudcrncndm camrowidanu�n.au¢o'oWr �a naoauraasnravz O aoorravcouvmexrswmndnnrawTsn • laua�man nmr, �1�1 anmodm/sncw doaTnmm cgagiowia ew�yp.7•pwen• lrt la wzaawyaimcauu O ��xr�, rssNoanioNoza ouwmAaumwudoown m mnarowTo�wYzmmmmi.amA• ur lz.r.iaiurwveomuu mamm imrmmcrN.nwudmimoxn moArowraawrlmavzwnnoomrm.• ucarmasaromu¢ruRoarnaroeo O O�EPpTrAmnralplrpFy:aa TlgmE[q [Oa6ULTANT. n•wromrzfzum mr mm�tTunmvumcuurnum waliowimanze�wvnauowwm �arwva•noaiawzaserrncYaommtaa¢cw amwaonw sfaina vuowwrnu� laasrdr � wn orolrzon-muawomNrrtoo�ao! nNawmaelumovPune !unlava..rnaan mvuua rmnaar PutaswunwuTauzcsamtA O urnamraorPrAac.as¢acmriz laMmAAgPMYii N4ln rtzmwrurzrnaw mmrtaan ❑ anwrtdroaro! avfamucrupwumcov<ametY !a•mvmm.T:RYPI oaaeaaa ❑' rwz.P.a.aertnTolunleunmuwmoslm mnrm.wc*uoovwoPNowc a.lwaicruwrovummmman owacmmwa uwwwa: .mrawwsoroura MallnalliN.Oaan.lAY4 lalfi0nnlalalflqMlmCaKAmlLi OOIOM1Ta WTdN'/ala41JaW1apaaQ ut 18Ia40gAp40'/®ngPy ❑v tMmO�AER 1❑o aCONxWVRR-PfJmrIOKWamG1 DUNNG9. ' Qi nuuamvmrt.PpznroPUNowoaauvua o MlLL rtrWM.aL•RUOM O Q GIm [CIN�wrtadraelamsA romoP SFAL'GNmgDCiro SNmlAauosa N A ! A3 Am e AT C I Q° (e� ^ r ❑p a ,� a! m�da.«ma:�nl.� A'a Y raa�aNna.naT ' a. �o¢..✓ny,�: S: ,;4. I 4 mPuwsi .i?.nvwau'cr 4! ,:I.,.._. _ ..�.I -.' _.. .. .._ 4 q ''r'I ozaa.�cauuxm�mmran _ �mMow..c,,.maNrl.,ola, . ions ninpmxvxcAaaociw. !� - - 1 _:- �-c�. _ _ Y•oa' �� .,.. :'.��;,'1` ::~o-ti:'.:';a -- _ -"; om miar av !y rl EAST ELEVATTON aaNroi.na.comn.ird . scue•-oo (ZWEi'TELEVATION _ unaaam mmzwmru oinvroia annnrm mr.ur-zw R10R SULDOVG NOTE: E%T S SE SUSLIRTEO UNDERSEPAMTE OERMR ' ZR4 Q. ej .w ! ! i i . •. � � A.aai..z. a�z �• ��-- � ', _- 0aA1!/taia 4ruuwag5m ' OW �LNORTH ELEVATION ww�roanmuais•zar.!l.uc yrc ur-ry ro.rm nia nmuwl.unz.z om..Rzwz»aez © rJ /� A7A T O 9 Oa Cemrl A+.ie. l`9/1 3 Ai vn 4 DOLLAR CEN AL - - ._ — "----- -- — — - o' a.�• .'n •. -• LpTYl,niiTlz •. }.0 3 -v.•.1 Jr 3`.:h GMMhd�nl.M� 0 0 Arreairtmn . OREICREMA710M `" - — ramxn ro zomwr..ciwdouu Pm RameuPNtt1uerureuwu ra-i' SiIE{.EYATTON a86>:._ �../ uusaaacmum mwrswrou.sw tilmRM1mmpfblNMNL ALLV MMND rl/eal� p�at♦Y �.:._ _ �•�LY-Y_ PNwrTNIDW,dvrgNilAn Ma 4M aM as-,TP A2 1CDT.1lD233 Encon Services, Inc. Sign Design Calculations ' Job Description PREPARED BY: Encon Services, Inc. DOLLAR GENERAL DG20360 P.O. Box 3613 CR 54 Apollo Beach, FL 33572 ZEPHYRHILLS, FL 33542 813-655-3373 36"Dollar General on Raceway F 813-655-9814 Design per Florida-Building Code, 6th Edition(201-7)_Section 16 Wind Load_ ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. Design Specifications FL PE#52949, FL EB 9394 Risk Category 11 OH PE 60756, OC#01893 Kzt 1 KY PE #20281, P#2463 Exposure Factor C IN PE#PE 19600332 Kd 0.85 FL CBC#060535, QB#22527 Kz .98 V 0150 (mph) O�Q• BIE GCp-GCpi 1.1 Zone 4, H<60 Feet Wind Pressure 52.8 (psf) Q� LICENSE �y #52949 Sign Information Height 3.00 (ft) STATE OF Width 18.00 (ft) �O Thickness 1.00 (ft) �0,�. �QRijQp` Distance grade to top 30 (ft) FS'S+�O EN Wind Shear Force 95.00 (lb) Weight of Sign 540 (lb) DATE SIGNED: Total Shear Force = 548.29 (lb) 3/19/2019 Total Tension Force = 1710.04 (lb) Required Provided Fastener size(Nominal) 3/8 3/8 Minimum number of fasteners 10 10 Shear Force per fastener(lb) 54.8 280 Tension Force per fastener(lb) 171.0 352 Combination Tension and 0.68 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3"EMBEDMENT)THROUGH BLOCKING EIFS OVER 5/8"PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-112"EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/T EMBEDMENT) CMU,SOLID CONCRETE,BRICK HILT[HIT ROD W/HY-20 ADHESIVE(31/2"EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 3/19/2019 Dollar General DG20360 Zephyrhills 36 Raceway Z-0" I— 4'-0" OTV Ai 4,-0" yer r • Customer: Dollar General Description: P32@10'QAH Customer Approval:Graphics and colors on file will be used unless otherwise specified by customer.Please review drawing carefully.By Project No: 402701 Scale:3/8"=V-0" signing below,you agree to graphics as shown above,and to location Date:03/06/2019 Drawn By:KRW of sign as shown.Please return signed copy back to Everbrite. Location&Site No:CR 54 Revised: CUSTOMER SIGNATURE DATE Zephyrhills,FL DG20360 Revised: LANDLORD SIGNATURE DATE Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description DOLLAR GENERAL DG20360 CR 54 ZEPHYRHILLS,FL33542 Q� LICENSE �y 4x8@8OAH Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Risk Category II ,o STATE.OF Exposure C �ZORIDQ' Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 3/19/2019 Cf 1.70 G 0.85 Wind Pressure(ULT) 1 60 PSF Sign Area Distance to Center P=Force Moment s ft (lb) ft-lb) Can 1 36.00 6.00 1300 7799 Pole 4.00 2.00 144 289 Totals 1,4441 8,088 Required Flexural Strength (kip-ft) 8.09 Provided Flexural Strength (kip-ft) 25.70 (2)HSS 6x6x1/4"Grade A500 B Steel Tubes 0.3147 Foundation Design Diagonal B(FT) 11.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 4.0 FT Deep Depth(Estimated)(FT) 4 .11.0 FT Parallel S1 400 2.0 FT Perpendicular Design Depth(FT) 2.58 Ft 3/19/2019 Dollar General DG20360 Zephyrhills 4 x 8 @ 8 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21052 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21052 Address: 38965 CR 54 Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SITE WORK Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-00000-03800-000 Improv. Cost: 175,405.00 OWNER INFORMATION Date Issued: 4/01/2019 Name: PALMETTO ZEPHYRHILLS-20TH ST K Total Fees: 920.00 Address: PO BOX 1615 Amount Paid: 920.00 THOMASVILLE, GA 31799 Date Paid: 4/01/2019 Phone: Work Desc: SITEWORK ONLY**********************NEW DOLLAR GENERAL CONTRACTORS APPLICATION FEES ARC DEVELOPMENT INC BUILDING FEE 920.00 I Ins ections Re uired FOOTER 2ND ROUGH LUMB MI -INSULATION CEILING 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. CONTRACTOR SIGNATURE PERMIT OFFIC9R 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 97 3 7 F/ Owner's Name -A S>L CLG Owner Phone Number Owner's Address 3 Crg3l_17+ Owner Phone Number 7Z-7- Fee Simple Titleholder Name I V KU,, 6.j k Owner Phone Number Fee Simple Titleholder Address /Sv -5/ 7 Sf A__fetes f / 7.3 JOB ADDRESS 0 GI�S C sue/ ZC' /i�`'ll j� �� 5�/Z LOT# SUBDIVISION PARCEL ID# b 3J'60 -00GO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN Q = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q DESCRIPTION OF WORK ifs wo--,k bo//1-1 Gcl"0 BUILDING SIZE I SQ FOOTAGE= HEIGHT 11111111114 =BUILDING 1$/7S yUs VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY hSfrc- LArrS7�iac}o�, SIGNATURE REGISTERED / N FEE CURREN /N Address VO- _13-r 7(3 %�chfCF1 33.56`J License# G�C 0_5F798 S-E-EGTRIGM // COMPANY SIGNATURE /fir fir- REGISTERED Y/ N FEE CURREN Y/N Address 33�/� License# �G C 1522 72 7 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN 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 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. 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) 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 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 '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 bne (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 FINA CING,_CONSULT - _ WITH YOUR LENDER OR-AN ATTORNEY-BEFORE;RECORDING YOUR-NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR 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 INSTR#2019049036 OR BK 9878 PG 119 Page 1 of 3 03/25/2019 12:41 PM Rcpt:2039531 Rec:27.00 DS:0.00 IT:0.00 Paula S. O'Neiry PkD., Pasco County Clerk&Comptroller THIS INSTRUMENT PREPARED BY: Bruce I.Wiener Nelson Mullins Broad and Cassel i 215 S.Monroe Street,Suite 400 Tallahassee,Florida 32301 (8S0)681-6810 Matter No.150694.00246 Permit No. i Tax Folio No.: 02-26-21-0000-03800-0000 I NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. j 1. Description of property: (legal description of the property,and street address if available). Legal Description: See attached Exhibit"A" Street Address:38965 County Rod 54,Zephyrhills,FL 33542 I 2. General description of improvement:Construction of a commercial building i 3. Owner information or Lessee information if the Lessee contracted for the improvement: Palmetto Zephyrhills-20th St,LLC P.O.Box 1615 Thomasville,Georgia 31799 i Owner's interest in property is tee simple. k 3 4. Contractor: Dykstra Construction,Inc. g P.O.Box 963 Plant City,Florida 33564 i Phone Number:(813)707-0082 5. Surety: Not applicable 6. Lender: The First,a National Banking Association 1313 East Jackson Street i Thomasville,Georgia 31792 Phone Number:229-228-5900 i? a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: 3 Not applicable t 8. In addition to himself or herself;Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: The First,a National Banking Association 1313 East Jackson Street Thomasville,GA 31792 Phone Number:229-228-5900 1 x 9. Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be I year from the date of recording unless a a. 3 different date is specified) K WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER 1. PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE n Page 1 of s e v Y 1 k 2 P t f OR BK 9878 PG 1 20 Page 2 of 3 BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing Notice of Commencement and that the facts stated therein are true to the best of my knowledge and belief. Palmetto Zephyrbills-20th St,LLC, a Florida limited liability company By: Palmetto Capital Group,LLC, a Georgia limited liability company Its Manager By: Daniel Land Company,Inc., a Georgia corporation Its Manager By: MIA S N Jo .Daniel, Its resident STATE OF GEORGIA COUNTY OF THOMAS The foregoing instrument was acknowledged before me this day of March,2019,by John N.Daniel,III as President of Daniel Land Company,Inc.,a Georgia corporation,as Manager of Palmetto ; Capital Group,LLC,a Georgia limited liability company, as Manager of Palmetto Zephyrhills-20th St, r LLC,a Florida limited liability company,on behalf of the corporation and companies. He is personally S known to me orhas �nced A�i.rPntifi.11$II, N Y PUBLI / `��,gU11111111!!!!ryl„ PanyAame: ,x M%e 5 S/yy�Tr,, Tay Commission Expires: a EXPIRES GE©1tGIA a 3oly 29 2g22 .'. till III A E 5 i s' s i i a a f r E Page 2 of s t t t OR BK 9878 PG 121 Page 3 of 3 Exhibit"A" The South 299.18 feet of the East 304.00 feet of the SE 1/4 of the NE l/4 of Section 2,Township 26 South,Range 21 East,Pasco County,Florida;LESS road right-of-way for State Road No.54; ALSO LESS road right-of-way for 20th Street, More particularly described by recent survey as follows: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST''/a OF SECTION 2. TOWNSHIP 26 SOUTH,RANGE 21 EAST AND RUN THENCE ALONG THE EASTERN BOUNDARY OF SAID NORTHEAST 1/4,NO1.1TIVE ADISTANCE OF 299.26 FEET; THENCE S89053'45"W A DISTANCE OF 30.01 FEET TO A POINT ON THE WESTERN ' RIGHT OF WAY LINE OF 20TH STREET PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 3984,PAGE 833,PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.THENCE ALONG SAID RIGHT OF WAY,S01°13'16"W ADISTANCE OF 224.22 FEET;CONTINUE THENCE ALONG SAID WESTERN RIGHT OF WAY LINE S45031'48"W A DISTANCE OF 35.78 FEET TO THE NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 E,ACCORDING TO STATE OF FLORIDA STATE ROAD f DEPARTMENT RIGHT OF WAY MAP SECTION 14090-2501 &16001-250, 14090-2502. E THENCE ALONG SAID NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 E, S89053'45"W A DISTANCE OF 249.07 FEET;THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN NO1 013'16"E A DISTANCE OF 249.25 FEET;THENCE N89°53'45"E A DISTANCE OF 274.07 FEET TO THE POINT OF BEGINNING. F t t r 3 i E k e p x t T r� 4( R l' F S t L i� 7, { i 9 11 i CITY OF ZEPHYRHILLS 5 -8TH�TREET 335 (813)780 020 21074 T BUILDING PERMIT PERMIT INFORMATION LOCATION,INFORMATION, Permit Number: 21074 Address: 38965 CR 54 Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONSTICOMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS, Est.Value: Parcel Number: 02-26-21-00000-03800-000 Improv. Cost: 501,000.00 OWNER INFORMATION Date Issued: 4/12/2019 Name: PALMETTO ZEPHYRHILLS-20TH ST K Total Fees: 62,410.67 Address: PO BOX 1615 Amount Paid: 43,958.90 THOMASVILLE, GA 31799 Date Paid: 7/26/2019 Phone: Work Desc: CONSTRUCT DOLLAR GENERAL 9,100 SQ FT CONTRACTOR(S) APPLICATION FEES DYKSTRA CONSTRUCTION INC BUILDING FEE 2,670.89 ALL PRO PLUMBING SERVICES INC SEWER CONNECTION COMMERCIAL 3,423.42 CENTRAL FLORIDA HEATING & COOLIN ELECTRICAL FEE 572.63 DOUGLAS ELECTRIC WATER CONNECTION COMMERCIAL 1,654.78 LAWN MEDIC LANDSCAPING & IRRIGAT PLUMBING FEE 381.75 TRAFFIC IMPACT FEE 99% 47,432.39 MECHANICAL FEE 267.23 TRAFFIC IMPACT FEE 1% 479.11 hA WATER METER COMM (>1) 881.69 FIRE PLAN REVIEW FEES 273.00 POLICE IMPACT FEE 1,483.30 FIRE IMPACT FEE 1,592.50 Inspectio s Re uIred FOOTER 2N ROUGH PLUMB UND G CTRIC INSULATION CEILING FOOTER BOND DUCTSINSULATED SEWER misc. ROUGH ELECTRIC LINTEL misc misc. IST 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. CONTRACTOR SIGNATURE PERMIT OFFIVR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Dykstra Construction-38965 CR 54-9100 sq ft Column SQ. FEET PRICE MAIN OR LIVING: OTHER AREA UNDER ROOF: - OTHER: - $ - VALUATION $ 501,000.00 FEE SHEET $ 2,545.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 2,670.90 ELECTRICAL: $ 572.63 PLUMBING: $ 381.75 MECHANICAL: $ 267.23 SUB-TOTAL $ 3,892.50 TOTAL $ 3,892.50 SEWER: $ 3,423.42 WATER: $ 1,654.78 IRRIGATION: $ - TOTAL: $ 5,078.20 WATER METER: $ 881.69 1" IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 273.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 273.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,483.30 FIRE $ 1,592.50 5% $ 153.79 TOTAL: $ 3,229.59 SUB-TOTAL $ 13,354.98 PARK IMPACT FEES n/a SIF'S: n/a 100.0% 1.0% $ TOTAL: $ TIPS: $ 47,911.50 `!�' ' (M f!' 91% $ 47,432.39 479.12 T 35, ! 33 ' TOTAL: $ 61,266.48 a�(u„� 131S49• `3`� City of Zephyrhills Permit Application Fax-813-786-0021 Building Department Date Received Phone Contact for Permillinq. I I Owneer.Name Palmetto Zophyrhills Owner Phone Number 1863-808-1320 Owners Address P.O.BOX,1615,Thomasville,GA 31799 Owner Phone Number 727-688-8338 Fee Simple Titleholder Name I Ukumbak Apartments,Inc Owner Phone Number Fee simple Titleholder Address FRO.Box 547,St. Petersburg,FL 33731 JOB ADDRESS 138965 CR 54,Zephyrhills, FL 33542 LOT 0 SUBDIVISION F_ PARCEL ID0 102-26-21-0000-03800-0000 - (08TAIRED MOM PnOPr.RTY TAX NOTICE) WORK PROPOSED 1A%vf_0N-,IPf__j ADUIAL I SIGNF_j DEMOLISH R INSTALL [D REPAIR PROPOSED USE SFR 0 COMIJ OTHER TYPE OF CONSTRUCTION 13LOCK FRAME STEEL DESCRIPTION OF WORK F BUILDING SIZE SQ FOOTAGE g 0 HEIGHT 1214' . . . . . . . . . . . . . . . . . . . . . . . . . . =RUILDING VALUATION or TOTAL CONSTRUCTION =ELECTRICAL AIAP SERVICE 0 PROGRESS ENERGY [7--1 W.R.E.C. CiPLUNIHING S =10ECTIANICAL VAI.UAT ION OF MECIfANICAL INSTALLATION F-IGAS ROOFING Ej- SPECIALLY OTHER FINISHED FLOOR ELEVAI ION$ FLOOD ZONE AREA DYES NO 4.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY [ I SIGNATURE WRMSTERED I Yf N 1EECUHRE1. I Y/N Addros,s ELECTRICIAN COMPANY SIGNATURE RCGteTERttn L_yLN J FEE CURREN Add.. License# I PLUMBER COMPANY I-All Pro Plumbing Services, Inc, SIGNATURE Y.LN_] -UEECURREfl I Y/N I- Ito 205 Edgewater Dr.,Orlando,FL32810 License If MECHANICAL COMPANY SIGNATURE qFGIS1 LK W_ Y: N FECCUCIREN Y t.14 Address. -License 0 OTHER COMPANY SIGNATURE NL11i-',TERtr) ,.,_YIN�N F—L—E CURR U Y!N Address RESIDENTIAL Attach(2)Plot Plans 12)sets of Ujithilng Piarto.(1)set of Energy Toans:R-CW Permit for nod construction. kfulknuln left(101 vauhmil days after Submittal date. Required onsilo.Construction Plans,Starmvvalor Plans w!Sill fence installed, Sanitary Facl.iffer;8 1 dranpster,Site Nock Permit tot sutWivisionstlarge projects COMMERCIAL Allach(2)complete.SOS of Building Plans plus a Life Safety Pago:(1)set of Energy Forms,R-O-W Permit fur new construction Minimum tell(10)vtorking days after StAlgailt8l date. RU(ILIlfcd OnSitn.Constructiati Plans,litormwatet Plans wl Silt Fence itistalled. Sanitary Facilities A I(lumuster,$iIe_kVojk Puqmit for all new projects.AD rarnmurcaal.requtirotnents Intl5l meet compliance SIGN PERMIT Allach(2)sets of F-illoweted Plans. —'PROPERTY SURVEY requited for all NEW conshuchon. Directions: Fitt out application completely. Oymor a Contfactur sign bacl,oflopplicatiom nalanzed If over$200,a Notice of Commencernont is required. jAjC upgrades over$75001 Agent vier five Contractor)of Vowel 011 Altuin"ifor flln IX' 11% ..1AIh notarized IMWv(I-'-m-W AtIlh011ing SarrIC OVER THE COUNTER PERMITTING (ropy of contract required) Remols it shingles Sewers Service Upprades MC Fences Driveways-Not over counter it oti public ioadviays..npLos HOW 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 Sayheads, 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 1 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 odes. 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 COMMf-hCEMENT 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. FLORIDA JURAT(F.S.117.03) F OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Su scngd and sworn to(o ffirmed)before met is by by t ti' co Who israre personally(mown to me or hasfhave produced mare personally knolem to me or as ave produced `• es identification. as identification. �. (, ;�i .k Illy 22,2019 ,-OF o-Oa`O B r: T r BuCa=_t Ncl:ry Sarv�ts Notary Public Notary Public Commission No. Commission No. 1Z.,ns _i 4511al"-S. Name of Notary typed,printed or stamped Name of Notary typed,pr ted or slamped Dykstra Construction-38965 CR 54-9,100 sq ft Column 13 SQ.FEET PRICE MAIN OR LIVING: - $ 69.00 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ _ VALUATION $ 501,000.00 FEE SHEET $ 2,545.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 2,670.90 ELECTRICAL: $ 572.63 PLUMBING: $ 381.75 MECHANICAL: $ 267.23 SUB-TOTAL $ 3,892.50 TOTAL $ 3,892.60 SEWER: $ 3,423.42 WATER: $ 1,654.78 IRRIGATION: $ - TOTAL: $ 5,078.20 WATER METER: $ 881.69 V IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 273.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 273.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,483.30 FIRE $ 1,592.50 5% $ 153.79 TOTAL: $ 3,229.59 SUB-TOTAL $ 13,354.98 Pd in full ck#17000 PARK IMPACT FEES1 na SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - na T I F'S: $ 47,911.50 99% $ 47,432.39 paid$29,527.23 transportation impact fee 1% $ 479.12 TOTAL: $ 61,266.48 Pd ck#17000$42,882.21-total paid balance owe$18,384.27 7205 Edgewater Drive ® Office: (407)295-1000 Orlando,FL 32810 Fax: (407)295-0000 Plumbing Services, Inc. "The lay Service Should Be" State Certified Master Plumber#CFC 1425861 March 21, 2019 City of Zephyrhills Building Department Re: Contractor Licensing/Authorization Letter Please use this letter as authorization that the below people are authorized to sign for and pick up permits on behalf of All Pro Plumbing Services, Inc. ® Thomas Cottle s Brandon Shadron Our business address is: All Pro Plumbing Services, Inc. 7205 Edgewater Dr. Orlando, FL 32810 Phone: (407) 295-1000 Fax: (407) 295-0000 Thank you, Derrick S. Harger All Pro Plumbing Services, Inc. CFC1425861 SWORN TO AND SUBSCRIBED before me W -m 6rmf, who is personally known to me or produced — 1 as identification, and who did take an oath, this day of 0 =N� bStet®of FlmdaSignature of Notary saion GG 1180u7 printed Name of Notary120 2 1 �`� Commission No/Expiration Jacqueline Boges From: Jacqueline Boges Sent: Tuesday,April 16, 2019 3:31 PM To: 'Patrick Connor' Cc: 'Jeff Lazenby'; '<deedee.conley@thewatkinsco.com>' Subject: RE: Impact Fee Sheet- "Dykstra Dollar General" Disregard previous email........ **************************Sorry told you confusion disregard below balance due is$18,384.27. Paid $29,527.23-$47,911.50=$18,384.27 1 was trying to break down if you had paid at this cost at the beginning . From:Jacqueline Boges Sent:Tuesday,April 16, 2019 2:58 PM To:'Patrick Connor'<patrick@palmettocapitalgroup.com> Cc:Jeff Lazenby<jeff@palmettocapitalgroup.com>;<deedee.conley@thewatkinsco.com> <deedee.conley@thewatkinsco.com> Subject: RE: Impact Fee Sheet-"Dykstra Dollar General" Attached new fee sheet for you. Amount paid $29,527.23—( s/b 25%$11,977.88)which mean you paid over$13,549.35 which was put to the balance of due 75%$35,933.62 current balance will be$22,384.27. Due$47,911.50- new calculated fee for of(not$118,108.90) Pd $29,527.23-this is what was paid with check#1700 for of Should have pd $11,977.88-at pick up should have only paid this amount which would've been 25%of the new calculated amount Difference$13,549.35- but instead was paid which I took off balance that would be due Put towards balance due $35,933.62*** balance that would be due Balance need to be paid $22,384.27+++ paying this amount instead. I hope I have not confused you too much!! r i Jackie Boges — - 813-780-0020 ext3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have."Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 Square Feet Dollar Amount Valuation Building Electric Plumbing Mechanical Connection Fees: Sewer i 14-Zb Ui'2- Water t &5"t4 Meter Transportation Impact Fee: Dollar General-9,100 sq ft Column Es SO. FEET PRICE MAIN OR LIVING: 9,100 $ 112.65 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 501,000.00 FEE SHEET $ 2,545.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 2,670.90 ELECTRICAL: $ 572.63 PLUMBING: $ 381.75 MECHANICAL: $ 267.23 SUB-TOTAL $ 3,892.50 Public Fee 1% TOTAL $ 3,892.50 SEWER: $ 3,423.42 WATER: $ 1,654.78 IRRIGATION: $ - TOTAL: $ 5,078.20 WATER METER: $ 881.69 11"inch meter IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 273.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 273.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,483.30 FIRE $ 1,592.50 5% $ 153.79 TOTAL: $ 3,229.59 SUB-TOTAL $ 13,354.98 l PARK IMPACT FEES N/A SIF'S: N/A 100.0% 1.0% $ - TOTAL: $ - 2-3 T 1 F'S: $ 118,108.90 99% $ 116,927.81 1% $ 1,181.09 '�:11 TOTAL: $ 131,463.88 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21074 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21074 Address: 38965 CR 54 Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 02-26-21-00000-03800-000 Improv. Cost: 501,000.00 OWNER INFORMATION Date Issued: 4/12/2019 Name: PALMETTO ZEPHYRHILLS-20TH ST K Total Fees: 131,463.88 Address: PO BOX 1615 Amount Paid: 42,882.21 THOMASVILLE, GA 31799 Date Paid: 4/12/2019 Phone: Work Desc: CONSTRUCT DOLLAR GENERAL 9,100 SID FT CONTRACTOR(S) APPLICATION.FEES DYKSTRA CONSTRUCTION INC BUILDING FEE 2,670.89 SPARKMAN PLUMBING INC SEWER CONNECTION COMMERCIAL 3,423.42 CENTRAL FLORIDA HEATING & COOLIN ELECTRICAL FEE 572.63 DOUGLAS ELECTRIC WATER CONNECTION COMMERCIAL 1,654.78 PLUMBING FEE 381.75 TRAFFIC IMPACT FEE 99% 116,927.81 MECHANICAL FEE 267.23 TRAFFIC IMPACT FEE 1% 1,181.09 WATER METER COMM (>1) 881.69 FIRE PLAN REVIEW FEES 273.00 f'� 6) 7 POLICE IMPACT FEE 1,483.30 20 C51) FIRE IMPACT FEE 1,592.50 Ins pectio s Required - -FOOTER 2ND ROUGH PLUMS Misc INSULATION CEILING-- FOOTER BOND DUCTS INSULATED SEWER— misc. ROUGH ELECTRIC LINTEL misc misc. 1ST ROUGH PLUMB PRE-METER INSULATION WALL misc. DUCTS INSTALLED WATER misc DRIVEWAY SHEATHING I 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. CONTRACTOR SIGNATURE PERMIT OFFIVR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Jacqueline Boges From: Jacqueline Boges Sent: Tuesday,April 16, 2019 2:58 PM To: 'Patrick Connor' Cc: Jeff Lazenby; <deedee.conley@thewatkinsco.com> Subject: RE: Impact Fee Sheet- "Dykstra Dollar General" Attachments: 38965 cr 54 dollar general new 9,100 sq ft.xls Attached new fee sheet for you. Amount paid $29,527.23—(s/b 25%$11,977.88)which mean you paid over$13,549.35 which was put to the balance of due 75%$35,933.62 current balance will be$22,384.27. Due$47,911.50- new calculated fee for of(not$118,108.90) Pd $29,527.23-this is what was paid with check#1700 for of Should have pd $11,977.88-at pick up should have only paid this amount which would've been 25%of the new calculated amount Difference $13,549.35-but instead was paid which I took off balance that would be due Put towards balance due$35,933.62*** balance that would be due Balance need to be paid $22,384.27+++ paying this amount instead. I hope I have not confused you too much!! Jackie Boges - 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From: Patrick Connor<patrick@palmettocapitalgroup.com> Sent:Tuesday,April 16, 2019 11:47 AM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Cc:Jeff Lazenby<jeff@palmettocapitalgroup.com>;<deedee.conley@thewatkinsco.com> <deedee.conley@thewatkinsco.com> Subject: Impact Fee Sheet-"Dykstra Dollar General" Jackie, Thanks for your help last week in getting me in touch with Calvin. i I just spoke with him about the impact fees for our "Dykstra Dollar General"project, and he informed me you are finalizing the new fee sheet. The impact fee is now $61,266.48. Will you please confirm this new fee, and let us know our new balance? I know we've already paid a portion. Best, 4-4/kPahmetto Patrick Connor Development Associate CAPITAL GROUP o: 863.808.1320 m: 865.805.2689 w: http://palmettocapitalgroup.com 2 Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhillsfl.zendesk.com> Sent: Wednesday,April 17, 2019 1:47 PM To: Jacqueline Boges Subject: [Request received] 38965 cr 54 by#21074 ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://zephyrhilisfl.zendesk.com/hc/requests/271750 ...................................................................................................................................................................................................................................................................................................................................................................................... Jacqueline Boges L —' Apr 17, 10:47 AM MST services for dollar general store 38965 cr 54 by#21074 This email is a service from City of Zephyrhills Support . 1 Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhillsfl.zendesk.com> Sent: Friday, May 24, 2019 1:25 PM To: Jacqueline Boges Subject: [Request received] 38965i Cr 54 by#21074 EXTERNAL EMAIL ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://zephyrhilisfl.zendesk.com/hc/requests/276703 ........................................................................................................................................................................................................................................................................................ ....................................................................................... Jacqueline Boges -- May 24, 10:25 AM MST irrigation meter 38965i Cr 54 by#21074 This email is a service from City of Zephyrhills Support . 1 ]ulyJ7 2018 Subject: Letter of of Proxy Location:NVV corner cf CRS4&3O~Street Parcel |O#:OZ-J6'21'000O'O38OO-OOU0 Tp Whom it May Concern: |/wo,Ukurnbak Apartments,Inc.,hereby designate and authorize Palmetto Capital Group,LLC, Palmetto Zephyrhills-20th St,LLC,Sloan Engineering Group,Inc,ECo Consultants,Inc,and Norr Architects tn act on behalf of owner,osthe authorized agent,applicant,and representative inthe processing and furnishing of supplemental information in support of the building,land use/zoning,and site development permit applications to the governing entities for the subject project. Authorization is also hereby granted to access the subject site.The building,land use/zoning,&site development permit appliCatiDns include,but are not limited to,those to be from the Southwest Florida Water Management District(SWFWMD),Florida Department of Environmental Protection(FDEP),Florida Department of Transportation(FDOT),City ofZephyrhO|s&Pasco County, Owner: Ukurnbak Apartments, Inc. Phone: EnmaU (Aul P)A,-/�� OfOceVOwner/Qmmer's Rep Signature 8'Date: ��_ ' �� [�*��'— U��m6k��|�_ s »�ed�= **� Dale ' Ro0@DVOloshyn �P L& State of Florida Expires 01^O@-1g ��8�� 6�� \! �~ � �� Version 2018.4.10(4/10/18) 200 Whetstone Road Ph: (803)568-2100 Swansea,SC 29160 Fax: (803)568-2121 Page: Rl of 6 Date: 12/4/2018 GENERAL INFORMATION FOR'COLUMN BASE REACTIONS 0 FOR REVIEW FOR CONSTRUCTION Project Name: DG-E-9100 Zephyrhills,FL NBS Project Number: S18JO839A Customer: Dollar General NBG Engineer: Alex Bridwell Column base reactions are included in this packet for a building designed by Nucor Building Systems. These reactions result from frame analysis done by the NBS Engineer for this specific job. They reflect all loading to which the building may be subject,per the appropriate building code and loading information provided to Nucor Building Systems at the date of design. Reaction packets marked"FOR REVIEW"are subject to change and are usually provided at the request of the customer,although the NBS Engineer believes be/she is working with undefined,incomplete or assumed information. Reactions are provided by load case in order to aid the foundation engineer in determining the appropriate load factors and combinations to be used with either Working Stress or Ultimate Strength design methods. Wind load cases are given for each primary wind direction. For ASCE7-10 based building codes,the unfactored load case reactions due to wind are generated using the ultimate design wind speed(Vult). Sign conventions for computer generated frame reactions are as follows and should be taken in the sense of the frame sketch given on the reactions sheets. GLOBAL X GLOBAL Y GLOBAL Z (+to right) (+upward) (+counter-clockwise) 4 — > +X +y ( +Z Anchor bolt diameter,grade,location and projection is provided on the Anchor Bolt Plan.Anchor bolt embedment lengths and types are not provided by Nucor Building Systems.This information is closely related to the complete foundation design which should be done by a Registered Professional Engineer familiar with the local site conditions and construction practices. ACCREDITED' M B M R Excellence from the ground up ACC, S18J0839A DG-E-9100 ZEPHYRHILLS, FL PALMETTO CAPITAL GROUP BUILDING BRACING REACTIONS t Reactions(k ) Panel—Shea —Wall — Col —Wind— —Seismic— (lb/ft) Loc Line Line Harz Vert Harz Vert Wind Seis L_EW 1 B,C 8.0 4.4 0.3 0.2 F_SW D 3,4 26.0 12.4 0.8 0.4 R—EW 6 C,B 6.1 3.4 0.3 0.2 B_SW A 4,3 25.3 14.1 0.9 0.5 NUCOR BUILDINGS GROUP Job #: S18J0B39A Page: 2 Frame : Frame @ Line 1 By: BG\Alex.Bridwell Date: 12-04-18 Job Name: DG-E-9100 2ephyrhills, FL File: E01-1051634 ••` DESIGN SUMMARY - FRAME REACTIONS BY LOAD CASE ••• Y zz. (� 4 hQ Da 7 zs. 2z.ca Y2.OD _..33 CO:01 -COL02 COLO3 COLD4 X Y 2 K Y 2 Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) __________________________ _______________________________________________________________ LOAD CASE 1 - DEAD LOAD CASE 7 - WINO CASE 2 TO LEFT COL O1 0 1 0 COLO1 0 -4 0 COL02 0 2 0 COL02 0 -5 0 COL03 0 2 0 COL03 5 -11 0 COL04 0 1 0 COL04 0 -4 0 ------------------------------ _--------- ---------------------- _---------------------- LOAD CASE 2 -COLLATERAL LOAD CASE 8 - LONG. WIND 1 TO BACK COLO1 0 1 0 COLO1 -2 -7 0 COL02 0 2 0 COL02 -4 -13 0 COL03 0 3 0 COL03 -3 -15 0 COL04 1 2 0 COL04 0 -7 0 _________________________________________ ____________________________-------------------- LOAD CASE 3 -ROOF LIVE LOAD CASE 9 - LONG. WIND 1 TO FRONT COLO1 0 4 0 COLO1 2 -7 0 COL02 0 7 0 COL02 4 -13 0 COL03 0 7 0 COL03 6 -15 0 COL04 0 4 0 COL04 0 -7 0 ------------------------------ _--------- ___ -------------------------------------------- LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 10 - SEISMIC TO RIGHT COLO1 0 -5 0 COLO1 0 0 0 COL02 -3 -12 0 COL02 -1 -1 0 COL03 0 -9 0 COL03 0 1 0 COL04 0 -5 0 COL04 0 0 0 __________________________________________________ _____________________________________ LOAD CASE 5 -WIND CASE 1 TO LEFT LOAD CASE 11 - SEISMIC TO LEFT COLO1 0 -2 0 COLO1 0 0 0 COL02 0 -2 0 COL02 0 1 0 COL03 5 -7 0 COL03 1 -1 0 COL04 0 -2 0 COL04 0 0 0 ________________________________________ - ________________________________________________ LOAD CASE 6 -WIND CASE 2 TO RIGHT COL01 0 -7 0 COL02 -3 -15 0 COL03 0 -13 0 COL04 0 -7 0 ... __............... _........ __......... ---_______________________________________________________________ a NUCOR BUILDINGS GROUP Job 4: S18JOB39A Page: 3 Frame : Frame a Line 6 By: BG%Alex.Bridwell Date: 12-04-18 Job Name: DG-E-9100 Zephyrhills, FL File: E02-1051634 ••• DESIGN SUMMARY - FRAME REACTIONS BY LOAD CASE ••• y O Q 22.Dfl 26.Go: 22:OEY xF :e.s2s .33 ca oz• m-O2 cU:03 cO'-04 X Y 2 X Y Z Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) _ -------------------------------------------------__---------------------------------- _-------------- LOAD CASE 1 -DEAD LOAD CASE 7 -WIND CASE 2 TO LEFT COL01 0 1 0 COLO1 0 -4 0 COL02 0 2 0 CC 0 -5 0 COL03 0 2 0 COL03 5 -11 0 COL04 0 1 0 COL04 0 -4 0 ___ _______________________________________ _____________________-__________________ LOAD CASE 2 -COLLATERAL LOAD CASE 8 - LONG. WIND 1 TO BACK COL O1 0 1 0 COLO1 -2 -7 0 COL02 0 1 0 COL02 -4 -13 0 COL03 0 1 0 COL03 -3 -15 0 COL04 0 1 0 COL04 -2 -7 0 --- _---------------- _--------------------_______________________________ -------------------------------- LOAD CASE 3 -ROOF LIVE LOAD CASE 9 - LONG. WIND 1 TO FRONT COLO1 0 4 0 COLO1 2 -7 0 COL02 0 7 0 COL02 4 -13 0 COL03 0 7 0 COL03 6 _I5 0 COL04 0 3 0 COL04 3 -7 0 __________________________________________________________________________________________________________ LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 10 -SEISMIC TO RIGHT COLO1 0 -5 0 COLO1 0 0 0 COL02 -3 -11 0 COL02 -1 -1 0 COL03 0 -9 0 COL03 0 1 0 COL04 0 -5 0 COL04 0 0 0 --------------------------------------------________________ ........... _......... _......... _............ LOAD CASE 5 -WIND CASE 1 TO LEFT LOAD CASE 11 - SEISMIC TO LEFT COL01 0 -2 0 COLO1 0 0 0 COL02 0 -2 0 COL02 0 1 0 COL03 5 -7 0 COL03 1 -1 0 COL04 0 -2 0 COL04 0 0 0 ____---------------------------------------------- ------------------------------------------------ LOAD CASE 6 -WIND CASE 2 TO RIGHT COLO1 0 -7 0 COL02 -3 -15 0 COL03 0 -13 0 COL04 0 -7 0 __________________________________________________________________________________________________________ t AJ o 4 NUCOR BUILDINGS GROUP Job 4: S1830839A Page: Frame : Frame 0 Lines 2, 3 By: BGN1— Brid.ell Date: 12-04-18 Job Name: DG-E-9100 2epbyrbil ls, FL File: FO1-1051634 ••• DESIGN SUMMARY -FRAME REACTIONS BY LOAD CASE ••• 4 22.Dd3 g. 4c.DO iz;Da :{Y:.Oi" "COL O2 COL43. % Y 2 K Y 2 Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) __________________________________________________________________________________________________________ LOAD CASE 1 - DEAD LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 1 1 0 COLO1 -4 -5 0 COL02 0 5 0 COL02 0 -19 0 COL03 -1 3 0 COL03 -1 -10 0 __ ---------------------------------------___________ -------------------------_---------------------- LOAD CASE 2 - COLLATERAL LOAD CASE 9 - LONG. WIND 1 TO FRONT COLO1 1 1 0 COL01 -4 -4 0 COL02 0 5 0 COL02 0 -6 0 COL03 -1 3 0 COL03 -2 -4 0 ___ ___________________________________ ------------------------------------------------ LOAD _ CASE 3 - ROOF LIVE LOAD CASE 10 LONG. WIND 2 TO BACK COLO1 2 2 0 COLO1 -4 -7 0 COL02 0 14 0 COL02 0 -33 0 COL03 -2 7 0 COL03 -1 _I7 0 ___---------------------------------------- .............. -------------------------------- LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 11 - LONG. WIND 2 TO FRONT COLO1 -11 -7 0 COLO1 -4 -6 0 COL02 0 -18 0 COL02 0 -20 0 COL03 -1 -10 0 COL03 -2 -11 0 ___________________________________________ ________________________________________________ LOAD CASE 5 -WIND CASE 1 TO LEFT LOAD CASE 12 - SEISMIC TO RIGHT COLO1 30 6 0 COLO1 -1 -1 O COL02 0 -13 0 COL02 0 1 0 COL03 7 -5 0 COL03 -1 1 0 ... ............... _........ ------------- .......... -------------------------------- LOAD CASE 6 -WINO CASE 2 TO RIGHT LOAD CASE 13 - SEISMIC TO LEFT COLO1 -11 -9 0 COL01 1 1 0 COL02 0 -32 0 COL02 0 -1 0 COL03 -1 -17 0 COL03 1 -1 0 -------------------------------------------_______________________________________________________________ LOAD CASE 7 -WIND CASE 2 TO LEFT COLO1 30 4 0 COL02 0 -27 0 COL03 7 -12 0 ----------------------------- __-------------______________________________________________________________ NUCOR BUILDINGS GROUP Job 4: SlBJD 839 Page; 5 Frame : Frame @ Line. 4, 5 By: BG\Al x.Bridwell Date: 12-04-18 Job Name: DG-E-9100 Zephyrhills, Fl, File: F02-1051634 ... DESIGN SUMMARY FRAME REACTIONS BY LOAD CASE ... 3a" X Y Z x Y z Member (kips) (kip.) (kip-ft) Member (kips) (kips) (kip-ft) ------------------ -------- ----------------------------------------------------------------- LOAD CASE 1 - DEAD LOAD G- WIND I TO BACK CO 0 1 1 1 0 COLO 1 CASE I - LONG. -4 0 COL02 0 5 0 COL02 0 _20 0 COL03 -1 3 0 COL03 I _10 0 ------------------- --------------------- --------------------------------------------- LOAD CASE 2 -COLLATERAL LOAD CASE I - LONG. WIND I TO FRONT COLO 1 1 1 0 COL01 -2 :3 0 COLO 2 0 5 0 COL02 0 7 0 COL03 1 2 0 COL03 -I -4 0 -- ------------------------------------ - --------------------------------------------LOAD CASE 3 ROOF LIVE LOAD CASE 10 - LONG. WIND 2 TO BACK CO 01 2 2 0 COLO 1 -3 -6 0 COL02 0 1 4 0 COL02 0 34 0 COL03 :2 7 0 COL03 1 17 0 ------------ -------------------------------- LOAD CASE 4 D CASE I TO RIGHT L CASE 11 - LONG. WIND 2 TO FRONT COLO 1 WIN-9 -5 0 C L01 -2 -5 0 COL02 0 -19 0 COL02 0 -21 0 COL03 -1 -1 a 0 COL03 -2 _11 0 -------------------------------------------------- ------------- ----------------------LOAD CASE 5 -WIND CASE 1 To LEFT LOAD CASE 12 - SEISMIC TO RIGHT COLOI 8 4 0 C LOI -1 -1 0 COL02 0 -12 0 COL02 0 1 0 6 COL03 0 COL03 -1 1 0 ... ............... ........ 5------------- --------------------------------------------LOAD CASE 6 - WIND CASE 2 TO RIGHT LORD CASE 13 - SEISMIC TO LEFT COLOI -9 -7 0 COLO 1 1 1 0 COL02 0 _32 0 COLO 2 a 1 0 COL03 -1 17 0 COL03 1 0 -------------------------------------------- ------------------------------ LOAD CASE 7 -WIND CASE 2 To LEFT COLOI 8 2 0 COL02 0 -25 0 COL03 6 -12 0 --- ---------------------------------------- ------------------------------------------------------- Version 2018.4.10(4110118) 200 Whetstone Road Ph:(803)568-2100 Swansea,SC 29160 Fax:(803)568-2121 Page: Rl of 6 Date: 12/4/2018 GENERAL INFORMATION FOR COLUMN BASE REACTIONS O FOR REVIEW OO FOR CONSTRUCTION Project Name: DG-E-9100 Zephyrhills,FL NBS Project Number: S18JO839A Customer: Dollar General NBG Engineer: Alex Bridwell Column base reactions are included in this packet for a building designed by Nucor Building Systems. These reactions result from frame analysis done by the NBS Engineer for this specific job. They reflect all loading to which the building may be subject,per the appropriate building code and loading information provided to Nucor Building Systems at the date of design. Reaction packets marked"FOR REVIEW"are subject to change and are usually provided at the request of the customer,although the NBS Engineer believes he/she is working with undefined,incomplete or assumed information. Reactions are provided by load case in order to aid the foundation engineer in determining the appropriate load factors and combinations to be used with either Working Stress or Ultimate Strength design methods. Wind load cases are given for each primary wind direction. For ASCE7-10 based building codes,the unfactored load case reactions due to wind are generated using the ultimate design wind speed(Vult). Sign conventions for computer generated frame reactions are as follows and should be taken in the sense of the frame sketch given on the reactions sheets. GLOBAL X GLOBAL Y GLOBAL Z (+to right) (+upward) (+counter-clockwise) � +X +Y l +Z Anchor bolt diameter,grade,location and projection is provided on the Anchor Bolt Plan.Anchor bolt embedment lengths and types are not provided by Nucor Building Systems.This information is closely related to the complete foundation design which should be done by a Registered Professional Engineer familiar with the local site conditions and construction practices. ACCREDITED' M B M FI Excellence from the ground up M,;, S18J0839A DG-E-9100 ZEPHYRHILLS, FL PALMETTO CAPITAL GROUP BUILDING BRACING REACTIONS f Reactions(k ) Panel—Shea —Wall — Col —Wind— —Seismic— (lb/ft) Loc Line Line Harz Vert Harz Vert Wind Seis L—EW 1 B,C 8.0 4.4 0.3 0.2 F_SW D 3,4 26.0 12.4 0.8 0.4 R_EW 6 C,B 6.1 3.4 0.3 0.2 B_SW A 4,3 25.3 14.1 0.9 0.5 NUCOR BUILDINGS GROUP Job 4: S18JOB39A Page: 2 Frame : Frame 0 Line 1 By: BG\Alex.Bridwell Date: 12-04-18 Job Name: DG-E-9100 Zephyrhills, FL File: E01-1051634 •.. DESIGN SUMMARY -FRAME REACTIONS BY LOAD CASE •.. XQ 22:FA �J 25.00 •� 22.GO 2.00 f- _+.33 CO!O2- CO_D2 C91O3 COLG4 x Y 2 X Y 2 Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) ---------------------____------------------------------------------------------------------_______________ LOAD CASE 1 - DEAD LOAD CASE 7 - WIND CASE 2 TO LEFT COL 0 1 0 COLO1 COL02 0 2 0 COL02 0 -5 0 COL03 0 2 0 COL03 5 -11 0 COL04 0 1 0 COL04 0 -4 0 ------------------------------ _--------- .... _________ ___________________________ LOAD CASE 2 -COLLATERAL LOAD CASE 8 LONG. WIND 1 TO BACK COLO1 _0 1 0 COLO1 -2 -7 0 COL02 0 2 0 COL02 -4 -13 0 COL03 0 3 0 COL03 -3 is 0 COL04 1 2 0 COL04 0 -7 0 ------------------------------------------ LOAD CASE 3 - ROOF LIVE LOAD CASE 9 - LONG. WIND 1 TO FRONT COLO1 0 4 0 COLO1 2 -7 0 COL02 0 7 0 COL02 4 -13 0 COL03 0 7 0 COL03 6 -15 0 COL04 0 4 0 CO 0 -7 0 ... __-------------------------------------- ... ............... _........ ---------------------- LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 10 -SEISMIC TO RIGHT COLO1 0 -5 0 COLO1 0 0 0 COL02 -3 -12 0 COL02 -1 -1 0 COL03 0 -9 0 COL03 0 1 0 COL04 0 -5 0 COL04 0 0 0 __________________________________________________ ___ __________ _____ _______-___________-__ LOAD CASE 5 -WIND CASE 1 TO LEFT LOAD CASE 11 - SEISMIC TO LEFT COLO1 0 -2 0 COLO1 0 0 0 COL02 0 -2 0 COL02 0 1 0 COL03 5 -7 0 COL03 1 -1 0 COL04 0 -2 0 COL04 0 0 0 ---------------------------------------- _--------- ____ ........ ------------------------------------ LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 0 -7 0 COL02 -3 -15 0 COL03 0 -13 0 COL04 0 -7 0 __________________________________________________________________________________________________________ M '.'O,o,o,o HoHog 1owoo1 nnnnrtnnnnrinnnnri� is one O..o R !..00 ol .0 HE "? I OBI NI a1 WI NI VI ma " o ' Z! l lv'x 11wtn, 0 1 1 1 1 1.0 1 0 ol ia000 : Q000 iocan l0000 I o x w 1-0-0-ORS 0, H, E9.0,01""o"911i HERE'. I Im -IQ ow..X wl Im,ry I o 1 0 4 0 o .... lo... 1 NUCOR BUILDINGS GROUP Job X: S18J0839A Page: 4 Frame : Frame @ Lines 2, 3 By: BG\Alex.Bridwell Date: 12-04-18 Job Name: DG-E-9100 Zephyrhills, FL File: F01-1051634 ... DESIGN SUMMARY-FRAME REACTIONS BY LOAD CASE ••• Y oD L 22:OZD >5.DJ sz.oa i6. 2 ':4.53 ' CaLOi� 'COL D2 COi43' x Y 2 X Y 2 Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) __ _________________________________________________________________ LOAD CASE 1 - DEAD LOAD CASE 8 - LONG. WIND 1 TO BACK C0L01 1 1 0 COLO1 -4 -5 0 COL02 0 5 0 COL02 0 -19 0 COL03 -1 3 0 COL03 -1 -10 0 __________________________________________ _____________________________________________ LOAD CASE 2 - COLLATERAL LOAD CASE 9 - LONG. WIND 1 TO FRONT COL 1 1 0 CO 1 -4 -4 0 COL02 0 5 0 COL02 0 -6 0 COL03 -1 3 0 COL03 -2 -4 0 _________________________________________ -______________________________________ LOAD CASE 3 -ROOF LIVE LOAD CASE 10 - LONG. WIND 2 TO BACK COLO1 2 2 0 COL01 -4 -7 0 COL02 0 14 0 COL02 0 -33 0 COL03 -2 7 0 COL03 -1 -17 0 ___________________________________________ ___ ______ --___--_-_--___________________ LOAD CASE 4 - WIND CASE 1 TO RIGHT LOAD CASE 11 - LONG. WIND 2 TO FRONT COLO1 -11 -7 0 COLO1 -4 -6 0 COL02 0 -18 0 COL02 0 -20 0 COL03 -1 -10 0 COL03 -2 -11 0 ________________________________________ ___ _____________________________________________ LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 12 - SEISMIC TO RIGHT COL O1 10 6 0 COLO1 -1 -1 0 COL02 0 -13 0 COL02 0 1 0 COL03 7 -5 0 COL03 -1 1 0 _________________________________________ _____________________________________________ LOAD CASE 6 - WIND CASE 2 TO RIGHT LOAD CASE 13 - SEISMIC TO LEFT COLO1 -11 -9 0 COLO1 1 1 0 COL02 0 -32 0 COL02 0 -1 0 COL03 -1 -17 0 COL03 1 -1 0 ________________________________________ ___ _________________________________________________ LOAD CASE 7 - WIND CASE 2 TO LEFT COLO1 10 4 0 COL02 0 -27 0 COL03 7 -12 0 __________________________________________________________________________________________________________ NUCOR BUILDINGS GROUP Job 1: S18J0839A Page: 5 Frame : Frame 8 Lines 4, 5 By: BG\Alex.Bridwell Date: 12-04-18 Job Name: DG-E-9300 2ephyrhills, FL File: F02-1051634 ••• DESIGN SUMMARY - FRAME REACTIONS BY LOAD CASE ••� 'Y tl.59_F- 53 S6'.mac,: Lt7L81 'C0LU2 CO:iI X Y 2 X Y 2 Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) ___________________________________________ ____________ _______________ __ LOAD CASE 1 -DEAD LOAD CASE 8 - LONG. WIND 1 TO BACK COLO1 1 1 0 C0LO1 -3 -4 0 COL02 0 5 0 C0L02 0 -20 0 COL03 -1 3 0 C0L03 1 _10 0 -----------------------------------------__________________________ _____________________ ___ _ LOAD CASE 2 - COLLATERAL LOAD CASE 9 LONG. WIND 1 TO FRONT C0LO1 1 1 0 C0LO1 -2 -3 0 COL02 0 5 0 C0L02 0 -7 0 COL03 -1 2 0 C0L03 -1 -4 0 ________________________ _______________________________________________________________________ LOAD CASE 3 - ROOF LIVE I LOAD CASE 10 - LONG. WIND 2 TO BACK COLO1 2 2 0 C0LO1 -3 -6 0 COL02 0 14 0 C0L02 0 -34 0 COL03 -2 7 0 C0L03 1 -17 0 -------------------------------------------_______________________________________________________________ LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 11 - LONG. WIND 2 TO FRONT C0LO1 -9 -5 0 C0L01 -2 -5 0 COL02 0 -19 0 C0L02 0 -21 0 COL03 -1 -10 0 COL03 -2 -11 0 --------------------------------------------------__________________________________---------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT LOAD CASE 12 - SEISMIC TO RIGHT COLO1 8 4 0 C0LO1 -1 -1 0 COL02 0 -12 0 C0L02 0 1 0 COL03 6 -5 0 C0L03 -1 1 0 _ ______________________________________________________________________________________ LOAD CASE 6 - WIND CASE 2 TO RIGHT LOAD CASE 13 - SEISMIC TO LEFT COLO1 -9 -7 0 C0LO1 1 1 0 COL02 0 -32 0 C0L02 0 -1 0 COL03 -1 -17 0 COL03 1 -1 0 ----------------------------- _---------- --- ------------------------------------------------ LOAD CASE 7 -WIND CASE 2 TO LEFT COLO1 8 2 0 COL02 0 -25 0 COL03 6 -12 0 __________________________________________________________________________________________________________ SUILDiNG SYSTEMS GROUP Version 2018.4.10(4,110118) 200 Whetstone Road Ph:(803)56821013 S%Y=ea,SC 29160 Fax:(803)568-2121 December 4,2018 Dollar General Project Name:DG-E-9 100 Zephyrhills,FL 38965 CR 54 Buildings:A-70'-0"x130'-8"xl4'-4"(F-MG,0.375:12) Zeohyrhills,FL 33542 Attn.: Project Location: Zephyrhills,FL 33542 N13S Pro*ect#-. S18JO839A j_ This Letter of Design Certification ensures that the materials supplied by Nucor Building Systems are designed in accordance with the information specified to Nucor Building Systems on the order documents and summarized by the loading information listed below.The Project Engineer of'Record(not NBS)is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose sea]appears on this Letter of Certification is employed by Nucor Building Systems,a Member ofMBMA,and does not serve as or represent the Engineer of'Record for this project and sball not be construed as such. DESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: Florida(FBC 2017) MBMA Occupancy Importance Classification. 11-Standard Buildings PROJECT-WIDE LOADING INFORMATION: Ground Snow Load: 0.0 psf Snow Exposure FactorCe: 1.00 Snow Imp.Factor,Is:0.00 Roof Live Load: 20.0 psf Reducible As Per Code. Ultimate Design Wind Velocity: 137 mph Nominal Design Wind Velocity: 106 mph ***Components&Cladding Pressures: 38psf/ -51psf Is Roof to meet UL 90 Requirements?:No Wind Importance Factor,Iw: 1.00 Wind Exposure: C Seismic Criteria: Ss:0.084 SI:0.034 •No ground snow included in seismic calculations. Design Sds/SdI: 0.090/0.054 Analysis Procedure:Equiv.Lat.Force Procedure Seis.Imp.Factor,le: 1.00 Basic SFRS:Not Detailed for Seismic Seis.Design Category: A Site Class:D BUILDING-SPECIFIC LOADING INFORMATION: Roof Dead I Collateral Dead C Snow Coefficient Snow Load(psf) Wind f Seismic Bldg (psf)* If Frijpst) Sec(psf) Ct CS Ps(Psf) **Pm(psf)l Enclosure GC pi R J Cs V(kipsj A 3.1 3.0 3.0 L0 1.00 0.00 0.00 Enclosed f 0.18 3.00 0.010 1.7 *Primary Structural Not Included *P,is based on the minimum roofsnow load calculatedpar building code or the contract-specified roofsnow food,whichever is greater.This value.P. is only applied tit combination waly Dead and Collates al loads.Roof Snow in other loading conditions is determined per the specified Building Code. ***Design ivindpressures to be used for wall exterior component and cladding materials not provided by Nucor B Idn ui i g Systems. Mezzanine Information. Floor Dead Load:N/A Floor Collateral Load:N/A Floor Live Load:NIA Crane Information: TA% 0 No cranes on building. Roof-Top Unit Information -z Purlins&frames loaded for a satellite weighing 1000 lbs.Location shown on roof framing plan. Purlins&frames loaded for(2)RTU's weighing 1800 lbs.Locations shown on roof framing plan. No.-84(302 Building designed for(2)1400]b wall mounted sips. 'f OF 44 The design of structural members supporting roof'gravity loads is controlled by the more critical ,0, STATE er effect ofroof live load or roofsnow applied in accordance with the governing building code. DESIGN STANDARDS REFERENCED: C�SBf �• �� •AISC Specification for Structural Steel Buildings-Steel Construction Manual,14th Edition,0 2010. •AISI Nortb-American Specification for the Design of Cold-Formed Steel Structures,0 2012 Edition. •IBC codes are designed in accordance with ASCE7-1 0 Edition. •MBMA Low Rise Building Systems Manual,Latest Edition. -AWS Latest Edition of Structural Welding Code. •No buyout structural components provided on this Project - ACCREDITED' HERB Excellencefi-oin the ground up X.V ' 1 Version 2018.4.10(4110!18) BUILDING SYSTEMS GROUP 200 whetstone Road Ph:(803)568-2100 Swansea,SC 29160 Far.:(803)568-2121 December 4,2018 Dollar General Project Name:DO-E-9100 Zephyrhills,FL 38965 CR 54 Buildings:A->70'-O"xl30'-8"xl4'-4"(EMG,0.375:12) Zeohyrhills,FL 33542 Attn.: Proiect Location: Zephyrhills,FL 33542 NBS Proiect4, S18JO839A This Letter of Design Certification ensures that the materials supplied by Nucor Building Systems are designed in accordance with the information specified to Nucor Building Systems on the order documents and summarized by the loading information listed below.The Project Engineer of Record(not NBS)is responsible for verifying that the building code and design loads meet any and all applicable local requirements. The Professional Engineer whose sea]appears on this Letter of Certification is employed by Nucor Building Systems,a Member of MBMA,and does not serve as or represent the Engineer of Record for this project and shall not be construed as such. DESIGN LOAD CRITERIA: Structural Loads Applied in General Accordance with: Florida(FBC 2017) MBMA Occupancy Importance Classification: II-Standard Buildings PROJECT-WIDE LOADING INFORMATION: Ground Snow Load: 0.0 psf Snow Exposure Factor,Ce: 1.00 Snow Imp.Factor,Is:0.00 Roof Live Load: 20.0 psf Reducible As Per Code. Ultimate Design Wind Velocity: 137 mph Nominal Design Wind Velocity: 106 mph ***Components&Cladding Pressures: 38 psf/ -51 psf Is Roof to meet UL 90 Requirements?:No Wind Importance Factor Iw: 1.00 Wind Exposure: C Seismic Criteria: Ss:0.084 S 1:0.034 •No ground snow included in seismic calculations. Design Sds/Shc: 0.090/0.054 Analysis Procedure:Equiv.Lat.Force Procedure Seis.Imp.Factor,Ie: 1.00 Basic SFRS:Not Detailed for Seismic Seis.Design Category: A Site Class:D BUILDING-SPECIFIC LOADING INFORMATION: Roof Dead i Collateral Dead ( Snow Coefficient Snow Load(psf) Wind Seismic Bldg (psf)* E Pri( s Sec s Ct Cs Ps( s **Pm sf)E Enclosure GC pi ( R I Cs V(kips A 3.1 f 3.0 3.0 1.0 1.00 1 0.00 0.00 Enclosed f 0.18 3.00 0.010 1.7 i E � � i *Primaty Structural Not Included *'pm is based on the minimum roafsnow load calculated per building code or the contract-specified roofsrsow load,whichever is greater.This value,PA,is only i applied in combination with Dead and Collateral loads.Roof.Snmv in other loading conditions is determined per the specified Building Code. **Design wind pressures to he used for wall exterior component and cladding materials not provided by Nucor Building Systems. Mezzanine Information: Floor Dead Load:N/A Floor Collateral Load:N/A Floor Live Load:NIA Crane Information: No cranes on building. a� 0.TAY4§ ° . d o Roof-Ton Unit Information aNOQ�° (P- Purlins&frames loaded for a satellite weighing 1000 lbs.Location shown on roof framing plan. v ° i Purlins&frames loaded for(2)RTU's weighing 1800 lbs.Locations shown on roof framing plan. 9 : NO.84CO2 0 Building designed for(2)1400 lb wall mounted signs. o • ° m ': STATE OF •° The design of structural members supporting roof gravity loads is controlled by the more critical0 °° effect of roof live load or roof snow applied in accordance with the governing building code. DESIGN STANDARDS REFERENCED: p s�►/ °•• °��?�� •AISC Specification for Structural Steel Buildings-Steel Construction Manual,14th Edition,0 2010. •AISI Nortb-American Specification for the Design of Cold-Formed Steel Structures,©2012 Edition. J •IBC codes are designed in accordance with ASCE7-10 Edition. •MBMA Low Rise Building Systems Manual,Latest Edition. •AWS Latest Edition of Structural Welding Code. /( •No buyout structural components provided on this project. Excellence fi•onr the ground rip acceEotrao K,g i EnergyGauge Summit@ v6.00 INPUT DATA REPORT Project Information Project Name: DG Zephyrhills,FL Orientation: 0 Deg Clockwise. Walls&Windows will be rotated accordingly Project Title: Dollar General Zephvrhills,FL Building Type: Retail Address: 38965 CR 54 Building Classification: New Finished building State: FL No.of Stories: 1 Zip: 33542 GrossArea: 8731 SF owner: Dollar General Zones No Acronym Description Type Area Multiplier Total Area fsfl fsfl 1 RTU-1 Retail CONDITIONED 4690.0 1 4690.0 2 RTU-2 SALES CONDITIONED 4041.2 1 4041.2 12/17/2018 EnergyGauge Summit®v6.00 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [it] 1111 IN plier [sf] [cf] In Zone: RTU-1 1 Sales 1-Front Open Retail Space Sales Area 54.00 70.00 15.70 1 3780.0 59346.0 2 Receiving Receiving Storage&Warehouse- 13.00 70.00 15.70 1 910.0 14287.0 EJ Inactive Storage In Zone: RTU-2 1 GNT 1 GENDER NEUTRAL Toilet and Washroom 7.33 9.00 8.00 1 66.0 527.8 ❑ TOILET 2 GNT 2 GENDER NEUTRAL Toilet and Washroom 7.33 9.00 8.00 1 66.0 527.8 TOILET 3 Sales 2-Back Open Retail Space Sales Area 54.00 69.00 15.70 1 3726.0 58498.2 ❑ 4 Office Office Office-Enclosed 7.33 11.00 15.50 1 80.6 1249.8 5 Break Room Break Room Office-Enclosed 7.33 14.00 15.50 1 102.6 1590.6 El Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: RTU-1 In Space: Sales 1-Front I LED General Lighting 38 33 1254 Programmable timer 5 without Daylighting In Space: Receiving 1 LED General Lighting 4 33 132 Programmable timer 1 El without Daylighting In Zone: RTU-2 In Space: GNT 1 1 LED General Lighting 1 20 20 Occupancy sensor without 1 Daylighting In Space: GNT 2 1 LED General Lighting 1 20 20 Occupancy sensor without 1 El Daylighting 12/17/2018 EnergyGauge Summit®v6.00 2 In Space: Sales 2-Back 1 LED General Lighting 35 33 1155 Programmable timer 5 ❑ without Daylighting In Space: Office 1 LED General Lighting 1 33 33 Occupancy sensor without 1 ❑ Daylighting In Space: Break Room 1 LED General Lighting 1 33 33 Occupancy sensor without 1 ❑ Daylighting Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H(Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN IN plier [sf] [Btu/hr.sf.F] Capacity [lb/cfj [h.sf.FBtu] [Btu/sf.F] In Zone: RTU-1 1 Side Wall EFIS New DG Wall @ 75.00 10.00 1 750.0 North 0.0375 1.510 14.51 26.7 ❑ EIFS 2 SOUTH RETAIL EFIS New DG Wall @ 75.00 13.00 1 975.0 South 0.0375 1.510 14.51 26.7 ❑ EIFS 3 RECEVING WEST New DG Wall @ 69.00 11.50 1 793.5 West 0.0375 1.510 14.51 26.7 ❑ EFIS EIFS 4 RETAIL NORTH New DG Wall @ 75.00 4.00 1 300.0 North 0.0359 7.989 37.37 27.9 ❑ BRICK CMU 5 RETAIL SOUTH New DG Wall @ 75.00 4.00 1 300.0 South 0.0359 7.989 37.37 27.9 ❑ BRICK CMU 6 RECEVING WEST New DG Wall @ 69.00 4.00 1 276.0 West 0.0359 7.989 37.37 27.9 ❑ BRICK CMU In Zone: RTU-2 1 Back Wall EFIS New DG Wall @ 65.00 10.00 1 650.0 North 0.0375 1.510 14.51 26.7 ❑ EIFS 2 ENTRANCE Efis New DG Wall @ 22.00 13.00 1 286.0 SouthEast 0.0375 1.510 14.51 26.7 ❑ EIFS 3 Front Wall EFIS New DG Wall @ 15.50 69.00 1 1069.5 East 0.0375 1.510 14.51 26.7 ❑ EIFS 4 SOUTH WALL New DG Wall @ 50.00 13.00 1 650.0 South 0.0375 1.510 14.51 26.7 ❑ EIFS 5 Back Wall BRICK New DG Wall @ 65.00 4.00 1 260.0 North 0.0359 7.989 37.37 27.9 ❑ CMU 12/17/2018 EnergyGauge Summit®v6.00 3 6 ENTRANCE BRICK New DG Wall @ 4.00 21.00 1 84.0 SouthEast 0.0359 7.989 37.37 27.9 ❑ CMU 7 Front Wall BRICK New DG Wall @ 4.00 69.00 1 276.0 East 0.0359 7.989 37.37 27.9 ❑ CMU 8 SOUTH WALL New DG Wall @ 50.00 4.00 1 200.0 South 0.0359 7.989 37.37 27.9 ❑ CMU Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H(Effec) Multi Total Area [Btu/hr sf F1 [ft] [ft] plier [s fi In Zone: RTU-2 In Wall: SOUTH EAST EFIS 1 Entry SouthEast No 0.4500 0.52 0.57 20.00 10.00 1 200.0 ❑ Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [lb/cf1 [Btu/sf.F] [h.sf.F/Btu] In Zone: RTU-1 In Wall: NORTH EFIS 1 Double Door Solid core flush No 7.17 6.33 1 45.4 0.3504 0.00 0.00 2.85 ❑ (2.25) In Wall: SOUTH EFIS 1 Side door Solid core flush No 7.17 3.40 1 24.4 0.3504 0.00 0.00 2.85 ❑ (2.25) Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN [ft] plier [sq [deg] [Btu/hr.Sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] In Zone: RTU-1 1 Roof 1 New DG Roof 67.00 69.00 1 4623.0 2.00 0.0333 0.28 3.94 30.0 In Zone: RTU-2 1 Roof 2 New DG Roof 67.00 69.00 1 4623.0 2.00 0.0333 0.28 3.94 30.0 ❑. 12/17/2018 EnergyGauge Summit®v6.00 4 Skylights No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [SfJ [Sf] In Zone: In Roof- El Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu] In Zone: RTU-1 1 Floor 1 1 ft.soil,concrete 67.00 69.00 1 4623.0 0.2681 34.00 113.33 3.73 EJ floor,carpet and rubber pad In Zone: RTU-2 1 Floor 2 1 ft.soil,concrete 67.00 69.00 1 4623.0 0.2681 34.00 113.33 3.73 floor,carpet and rubber pad Systems RTU-1 10 ton Constant Volume Packaged System No.Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 115200.00 11.20 13.20 ❑ 2 Heating System 70100.00 1.00 ❑ 3 Air Handling System-Supply 3500.00 0.28 ❑ 4 Air Distribution System(Sup) 4.50 12/17/2018 EnergyGauge Summit®v6.00 5 RTU-2 10-ton Constant Volume Packaged System No.Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 113200.00 11.20 13.20 2 Heating System 69900.00" 1.00 3 Air Handling System-Supply 3300.00 0.27 4 Air Distribution System(Sup) 4.50 Plant Equipment Category Size Inst.No Eff. IPLV EJ Water Heaters W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 10 [Gal] 2 [kW] 93.0000 [Ef] 394.0000 [Btu/h] ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sf/ft/No] [W] 1 POLES HP,HP2,HB Uncovered Parking Areas-- 7 87 17713.00 Astronomical Timer Contr( 609.00 ❑ Parking lots and Drives 2 Ext Al Main entries 2 33 6.00 Astronomical Timer Contra 66.00 ❑ 3 Ext G Building facades(by linear 3 36 43.00 Astronomical Timer Contra 108.00 ❑ foot) 4 Ext G Uncovered Parking Areas-- 3 36 4639.00 Astronomical Timer Contra 108.00 ❑ Parking lots and Drives 12/17/2018 EnergyGauge Summit®v6.00 6 Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] [in] Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASHULTpICIrW User Defined 3 0.4500 0.5200 0.5700 ❑ d-Vy-Fg f rn Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btu] [ft] [Btu/h.ft.F] [lb/cf] [Btu/1b.F] 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 Li BOARD,1/2rN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Matl265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Matl123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,8IN,HOLLOW 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 279 Mat1279 Solid core flush(2.25") Yes 2.8537 ❑ 11 Matl11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 407 Matl407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 ❑ 1002 ApLbMat1002 GYP OR PLAS No 0.5663 0.0521 0.0920 50.00 0.2000 ❑ BOARD,5/81N 12/17/2018 EnergyGauge Summit®v6.00 7 1004 ApLbMatl004 8"CMU Core Fill Yes 6.7000 ❑ 1008 ApLbMat1008 R-30 Generic Insulation No 30.0000 0.6548 0.0218 0.30 0.2000 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/ct] [h.sf.F/Btu] 1005 1 ft.soil,concrete floor,carpet and rubber No No 0.27 34.00 113.33 3.7 ❑ pad Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1058 Solid core flush(2.25) No Yes 0.35 2.9 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 279 Solid core flush(2.25") 0.000 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1068 New DG Roof No No 0.03 0.28 3.94 30.0 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 4 Steel siding 0.0050 0.000 ❑ 2 1008 R-30 Generic Insulation 0.6548 0.000 ❑ 12/17/2018 EnergyGauge Summit®v6.00 8 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1070 New DG Wall @ EIFS No No 0.04 1.51 14.51 26.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 4 Steel siding 0.0050 0.000 ❑ 2 1002 GYP OR PLAS BOARD,5/81N 0.0521 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑ 4 4 Steel siding 0.0050 0.000 ❑ 5 407 R-19 Generic Insulation 0.4147 0.000 ❑ 6 11 2 in. Insulation 0.1670 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sEF] [[b/cf] [h.sLF/Btu] 1072 New DG Wall @ CMU No No 0.04 7.99 37.37 27.9 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 1004 8"CMU Core Fill 0.6670 0.000 ❑ 2 123 CONC BLOCK MW,81N,HOLLOW 0.6667 0.000 ❑ 3 407 R-19 Generic Insulation 0.4147 0.000 ❑ 4 4 Steel siding 0.0050 0.000 ❑ 5 4 Steel siding 0.0050 0.000 ❑ 6 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑ 12/17/2018 EnergyGauge Summit®v6.00 9 Profiles 0 0 No Classification No Classification 201 People 2 Fractional Null Schedule 202 Lighting 2 Fractional Null Schedule 203 Infiltration 2 Fractional Null Schedule 204 Equipment 2 Fractional Null Schedule 205 Sources 2 Fractional Null Schedule 206 HeatTemp 202 Set Point 55 207 CoolTemp 201 Set Point 99 208 Hot Water Schedule 2 Fractional Null Schedule 1,001 Heating Schedule I ON-OFF Null Schedule 1,002 Cooling Schedule I ON-OFF Null Schedule 1,003 Fan Operation Schedule 1 ON-OFF Null Schedule 597 597 ACM-Retail ACM Retail 201 People 615 ACM Retail People 202 Lighting 603 ACM Retail Lights 203 Infiltration 612 ACM Retail Infiltration 204 Equipment 606 ACM Retail Equipment 205 Sources 2 Fractional Null Schedule 206 HeatTemp 597 ACM Retail Heating 207 CoolTemp 600 ACM Retail Cooling 208 Hot Water Schedule 618 ACM Retail Hot Water 1,001 Heating Schedule 410 Always ON 1,002 Cooling Schedule 410 Always ON 1,003 Fan Operation Schedule 609 ACM Retail Fans 12/17/2018 EnergyGauge Summit®v6.00 10 Schedules 1 1 On/Off ON-OFF Null Schedule Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl ShHrl 2 2 Fraction Fractional Null Schedule Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 44 44 Absolute SetPt78 Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHrl79 ShHrl79 ShHrl79 ShHrl79 ShHrl79 ShHrl79 ShHrl79 ShHr179 45 45 Absolute Set Point 70 Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday. 12/31/1989 ShHr180 ShHr180 ShHrl80 ShHrl80 ShHrl80 ShHrl80 ShHrl80 ShHr180 201 201 Absolute Set Point 99 Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr201 ShHr201 ShHr201 ShHr20l ShHr201 ShHr201 ShHr201 ShHr201 202 202 Absolute Set Point 55 Hourly Sch,for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 12/17/2018 EnergyGauge Summit®v6.00 11 410 410 On/Off Always ON Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 501 501 Absolute ACM Nonres Heating Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr501 ShHr501 ShHr501 ShHr501 ShHr501 ShHr502 ShHr503 ShHr503 504 504 Absolute ACM Nonres Cooling Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr504 ShHr504 ShHr504 ShHr504 ShHr504 ShHr505 ShHr506 ShHr506 507 507 Fraction ACM Nonres Lights Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr507 ShHr507 ShHr507 ShHr507 ShHr507 Sh1-1r508 ShHr509 ShHr509 510 510 Fraction ACM Nonres Equipment Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr510 ShHr510 ShHr510 ShHr510 ShHr510 ShHr5l1 ShHr512 ShHr512 513 513 On/Off ACM Nonres Fans Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr513 ShHr513 ShHr513 ShHr513 ShHr513 ShHr514 ShHr515 ShHr515 516 516 Fraction ACM Nonres Infiltration Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr516 ShHr516 ShHr516 ShHr516 ShHr516 ShHr517 ShHr518 ShHr518 12/17/2018 EnergyGauge Summit®v6.00 12 519 519 Fraction ACM Nonres People Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr519 ShHr519 ShHr519 ShHr519 ShHr519 ShHr520 ShHr521 ShHr521 522 522 Fraction ACM Nonres Hot Water Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr522 ShHr522 ShHr522 ShHr522 ShHr522 ShHr523 ShHr524 ShHr524 597 597 Absolute ACM Retail Heating Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr597 ShHr597 ShHr597 ShHr597 ShHr597 ShHr598 ShHr599 ShHr599 600 600 Absolute ACM Retail Cooling Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr600 ShHr600 ShHr600 ShHr600 ShHr600 ShHr601 ShHr602_ ShHr602 603 603 Fraction ACM Retail Lights Hourly Sch,for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr603 ShHr603 ShHr603 ShHr603 ShHr603 ShHr604 ShHr605 ShHr605 606 606 Fraction ACM Retail Equipment Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr606 ShHr606 ShHr606 ShHr606 ShHr606 ShHr607 ShHr608 ShHr608 609 609 On/Off ACM Retail Fans Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr609 ShHr609 ShHr609 ShHr609 ShHr609 ShHr610 ShHr611 ShHr6ll 12/17/2018 EnergyGauge Summit®v6.00 13 612 612 Fraction ACM Retail Infiltration Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr612 ShHr612 ShHr612 ShHr612 ShHr612 ShHr613 ShHr614 ShHr614 615 615 Fraction ACM Retail People Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr615 ShHr615 ShHr615 ShHr615 ShHr615 ShHr616 ShHr617 ShHr617 618 618 Fraction ACM Retail Hot Water Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr618 ShHr618 ShHr618 ShHr618 ShHr618 ShHr619 ShHr620 ShHr620 1,001 1,001 Absolute Absolute null schedule Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 1,002 1,002 Absolute Absolute null schedule Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 1,003 1,003 Absolute Absolute null schedule Hourly Sch.for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 12/17/2018 EnergyGauge Summit®v6.00 14 Hourly Schedules Id Acronym Type Values Hours 1 thru 8 Hours 9-16 Hours 17-24 1 ShHrl On/Off OFF OFF OFF OFF OFF OFF OFF OFF On-Off Null Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 2 ShHr2 Fraction 0 0 0 0 0 0 0 0 Fraction Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ShHr3 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 ShHr179 Absolute 78 78 78 78 78 78 78 78 Set point 78 F All Day 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 180 ShHr180 Absolute 70 70 70 70 70 70 70 70 Set Point 70 F All Day 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 201 ShHr201 Absolute 99 99 99 99 99 99 99 99 Set point 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 202 ShHr202 Absolute 45 45 45 45 45 45 45 45 Set Point 55 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 410 ShHr410 On/Off ON ON ON ON ON ON ON ON Always On schedule ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON 411 ShHr4ll On/Off OFF OFF OFF OFF OFF OFF OFF OFF Always Off Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 412 ShHr412 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg.Week Day Summer Elec 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 0.03804 12/17/2018 EnergyGauge Summit®v6.00 15 413 ShHr413 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 Florida Avg.Week Day Winter Electr. 0.0686 0.0686 0.03904 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 414 ShHr414 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg.Week End Summer Elec 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 . 415 ShHr415 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg.Week End Winter Electri 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 501 ShHr501 Absolute 60 60 60 60 60 65 65 70 ACM Nonres Heating Weekday 70 70 70 70 70 70 70 70 70 70 65 60 60 60 60 60 502 ShHr502 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Saturday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 503 ShHr503 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Sunday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 504 ShHr504 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Weekday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 505 ShHr505 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Saturday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 506 ShHr506 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Sunday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 507 ShHr507 Fraction 0.05 0.05 0.05 0.05 0.1 0.2 0.4 0.7 ACM Nonres Lights Weekday 0.8 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8 0.35 0.1 0.1 0.1 0.1 0.1 508 ShHr508 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.15 0.25 ACM Nonres Lights Saturday 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.1 0.1 0.1 0.1 0.1 0.1 509 ShHr509 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.15 ACM Nonres Lights Sunday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.05 0.05 0.05 0.05 12/17/2018 EnergyGauge Summit®v6.00 16 510 ShHr510 Fraction 0.15 0.15 0.15 0.15 0.15 0.2 0.35 0.6 ACM Nonres Equipment Weekday 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.65 0.45 0.3 0.2 0.2 0.15 0.15 0.15 511 ShHr5ll Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Saturday 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 512 ShHr512 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Sunday 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 513 ShHr513 On/Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF OFF 514 ShHr514 On/Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Saturday ON ON ON ON ON ON ON OFF OFF OFF OFF OFF OFF OFF OFF OFF 515 ShHr515 On/Off OFF OFF OFF OFF OFF OFF OFF OFF ACM Nonres Fans Sunday OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 516 ShHr516 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Weekday 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 517 ShHr517 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Saturday 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 518 ShHr518 Fraction 1 1 1 1 1 1 I 1 ACM Nonres Infiltration Sunday I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 519 ShHr519 Fraction 0 0 0 0 0.05 0.1 0.25 0.65 ACM Nonres People Weekday 0.65 0.65 0.65 0.6 0.6 0.65 0.65 0.65 0.65 0.4 0.25 0.1 0.05 0.05 0.05 0 520 ShHr520 Fraction 0 0 0 0 0 0 0.05 0.15 ACM Nonres People Saturday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.05 0.05 0 0 0 0 521 ShHr521 Fraction 0 0 0 0 0 0 0 0.05 ACM Nonres People Sunday 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0 0 12/17/2018 EnergyGauge Summit®v6.00 17 522 ShHr522 Fraction 0 0 0 0 0.1 0.1 0.5 0.5 ACM Nonres Hot Water Weekday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 523 ShHr523 Fraction 0 0 0 0 0 0 0.1 0.2 ACM Nonres Hot Water Saturday 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0 0 0 0 524 ShHr524 Fraction 0 0 0 0 0 0 0 0.1 ACM Nonres Hot Water Sunday 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 597 ShHr597 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Weekday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 598 ShHr598 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Saturday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 599 ShHr599 Absolute 60 60 60 60 60 63 65 68 ACM Retail Heating Sunday 70 70 70 70 70 70 70 70 70 70 70 65 65 65 65 60 600 ShHr600 Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Weekday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 601 ShHr60l Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Saturday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 602 ShHr602 Absolute 80 80 80 80 80 74 74 74 ACM Retail Cooling Sunday 74 74 74 74 74 74 74 74 74 74 74 74 74 74 80 80 603 ShHr603 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Weekday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 604 ShHr604 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Saturday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 605 ShHr605 Fraction 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.65 ACM Retail Lights Sunday 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.65 0.5 0.35 0.25 12/17/2018 EnergyGauge Summit®v6.00 18 606 ShHr606 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Weekday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 607 ShHr607 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Saturday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 608 ShHr608 Fraction 0.2 0.2 0.2 0.2 0.2 0.25 0.3 0.45 ACM Retail Equip Sunday 0.6 0.75 0.75 0.75 0.7 0.75 0.75 0.75 0.75 0.75 0.65 0.55 0.45 0.35 0.25 0.2 609 ShHr609 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 610 ShHr610 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Saturday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 611 ShHr611 On/Off OFF OFF OFF OFF OFF OFF ON ON ACM Retail Fans Sunday ON ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF 612 ShHr612 Fraction 1 1 1 1 1 1 0 0 ACM Retail Infil Weekday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 613 ShHr613 Fraction 1 I I 1 1 1 0 0 ACM Retail Infil Saturday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 614 ShHr614 Fraction 1 1 1 1 1 1 0 0 ACM Retail Infil Sunday 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 615 ShHr615 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Weekday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 616 ShHr616 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Saturday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 617 ShHr617 Fraction 0.05 0.05 0.05 0.05 0.05 0.05 0.15 0.25 ACM Retail People Sunday 0.4 0.55 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.65 0.5 0.35 0.2 0.1 0.05 12/17/2018 EnergyGauge Summit®v6.00 19 618 ShHr618 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Weekday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 619 ShHr619 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Saturday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 620 ShHr620 Fraction 0 0 0 0 0 0 0.1 0.1 ACM Retail SWH Sunday 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0 0 0 ),001 ShHr10001 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ),002 ShHr10002 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ),003 ShHr10003 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 12/17/2018 EnergyGauge Summit®v6.00 20 Florida Building Code, Sixth Edition(2017) -- Enorg" Conservation Energy.Gauge Summit®Fla/Co'om-2017 'Effective Date.- Dec:31. 2017 IECC.2015,'Total Building'Perf-ormarice Complia ice;Option, , Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: ❑X This Checklist �X The full compliance report generated by the software that contains the project summary,compliance summary,certifications and detailed component compliance reports. ❑X The compliance report must include the full input report generated by the software as contigous part of the compliance report. EDBoxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the Project Form, Settings Tab and check the box-"Append Input Report to Compliance Output Report" Then rerun your calculation EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 1 of 15 PROJECT SUMMARY Short Dese: DG Zephyrhills,FL Description: Dollar General Zephyrhills,FL Owner: Dollar General Addressl: 38965 CR 54 City: Zephyrhills Address2: State: FL Zip: 33542 Type: Retail Class: New Finished building Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600) Conditioned Area: 8731 SF Conditioned&UnConditioned Area: 8731 SF No of Stories: 1 Area entered from Plans 9100 SF Permit No: 0 Max Tonnage 9.6 If different,write in: EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 2 of 15 P Compliance Summary Component Design Criteria Result Gross Energy Cost(in$) 6,040.0 10,336.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT No Entry WATER HEATING SYSTEMS PASSES PIPING SYSTEMS No Entry Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009-- -- --An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@)Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 3 of 15 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify(*)that the system design is in complian with the Florida Energy Efficiency Code Architect: John Benedict Pot ' : AR 96059 Electrical Designer: Sean Patrick Pic-Kell �(�� Reg No: PE 83946 Lighting Designer: Sean Patrick Pic-Keim egNo: PE83946 Mechanical Designer: Henry D.Montagueeg No: PE 78172 Plumbing Designer: Henry D.Montagueeg No: PE 78172 Signature is required where Florida Law requiresered design professionals.Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. �tttttui�i�� 0%A11111111011 Ora N TATEOF �u; Of ES /f �0��`• il11 I EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 4 of 15 Project:DG Zephyrhills,FL Title:Dollar General Zephyrhills,FL Type:Retail (WEA File:FL TAMPA INTERNATIONAL AP.tm3) Building End Uses 1)Proposed 2)Baseline Total 391.90 793.50 $6,040 $12,160 ELECTRICITY(MBtu1kWh1$) 391.90 793.50 114837 232505 $6,040 $12,160 AREA LIGHTS 48.80 235.90 14298 69118 $752 $3,615 MISC EQUIPMT 116.90 116.90 34265 34265 $1,802 $1,792 PUMPS&MISC 0.00 0.00 3 6 $0 $0 SPACE COOL 198.20 265.50 58068 77788 $3,054 $4,068 SPACE HEAT 0.30 1.30 77 370 $4 $19 VENT FANS 27.70 173.90 8126 50958 $427 $2,665 Credits Applied:None PASSES Passing Criteria=10336 Design(including any credits)=6040 Passing requires Proposed Building cost to be at most 85% of Baseline cost.This Proposed Building is at 49.7% EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 5 of 15 Project:DG Zephyrhills,FL Title:Dollar General Zephyrhills,FL Type:Retail (WEA File:FL_TAMPA_INTERNATIONAL AP.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) . or No.of Units (W) (W) (Sgft or ft) POLES HP,HP2,HB Uncovered Parking Areas-- Yes 0.06 17,713.0 1,063 609 Parking lots and Drives ExtAl Main entries Yes 20.00 6.0 120 66 Ext G Building facades(by linear foot) No 2.50 43.0 108 108 Ext G Uncovered Parking Areas-- Yes 0.06 4,639.0 278 108 Parking lots and Drives Tradable Surfaces:783 (W)Allowance for Tradable:2060.62(W) PASSES All External Lighting: 891 (W) Complicance check includes a excess/Base allowance of 600.00(W) Ext G-0.5W from the excess/Base allowance was applied to this item to comply Project:DG Zephyrhills,FL Title:Dollar General Zephyrhills,FL Type:Retail (WEA File:FL TAMPA INTERNATIONAL AP.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance Sales 1-Front 25,001 Sales Area 3,780 5 2 PASSES Receiving 2 Storage&Warehouse-Inactive 910 1 1 PASSES Storage GNT 1 6 Toilet and Washroom 66 1 1 PASSES GNT 2 6 Toilet and Washroom 66 1 1 PASSES Sales 2-Back 25,001 Sales Area 3,726 5 2 PASSES Office 17 Office-Enclosed 81 1 1 PASSES Break Room 17 Office-Enclosed 103 1 1 PASSES PASSES EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 6 of 15 Project:DG Zephyrhills,FL Title:Dollar General Zephyrhills,FL Type:Retail (WEA File:FL TAMPA INTERNATIONAL AP.tm3) System Report Compliance RTU-1 10 ton Constant Volume Packaged No.of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 115200 11.20 11.20 13.20 12.90 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 70100 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 3500 0.28 0.82 PASSES System-Supply Constant Volume Air Distribution ADS System 4.50 PASSES System(Sup) RTU-2 10-ton Constant Volume Packaged No.of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 113200 11.20 11.20 13.20 12.90 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 69900 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 3300 0.27 0.82 PASSES System-Supply Constant Volume Air Distribution ADS System 4.50 PASSES System(Sup) PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 7 of 15 Project:DG Zephyrhills,FL Title:Dollar General Zephyrhills,FL Type:Retail (WEA File:FL TAMPA INTERNATIONAL AP.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance EWH-1 Electric water heater <=12[kW] 93.00 0.96 394.00 PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] SF.F] None EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 8 of 15 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt Y Designer 1.To.be checked b ner_or Engineer =• 9 9 _ Insulation C303.2 Envelope Below-grade wall insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's instructions. Insulation C303.2 Envelope Above-grade wall insulation installed per manufacturer's instructions. Insulation C402.3 Envelope High-albedo roofs satisfy one of the following: ❑ 0 3-year-aged solar reflectance>=0.55 and thermal emittance>=0.75 or 3-year-aged solar reflectance index>=64.0. Fenestration C402.4.4 Envelope U-factor of opaque doors associated with the El building thermal envelope meets requirements. SYSTEM—SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM—SPECIFIC C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable ❑X limits. SYSTEM—SPECIFIC C403.2.3(8)Table Mechanical Heat Rejection Equipment:Minimum Efficiency I El ❑ Requirement meet those listed in Table C403.2.3(8) HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting 0 Table C403.2.7(1)and C403.2.7(2). SYSTEM—SPECIFIC C403.3 Mechanical Air economizers provided where required,meet El El 0 the requirements for design capacity,control signal,ventilation controls,high-limit shut-off, integrated economizer control,and provide a means to relieve excess outside air during operation. SYSTEM—SPECIFIC C403.3.2 Mechanical Economizer operation will not increase heating M energy use during normal operation. SYSTEM—SPECIFIC C403.3.4, Mechanical Water economizers provided where required, ❑ ❑ X❑ C403.3.4.1, meet the requirements for design capacity, C403.3.4.2, maximum pressure drop and integrated C403.3.1 economizer control. SYSTEM—SPECIFIC C403.4.2.1 Mechanical Three-pipe hydronic systems using a common El El LEI return for hot and chilled water are not used. SYSTEM_SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM—SPECIFIC C403.4.3.4 Mechanical Open-circuit cooling towers having water cooled chiller systems and multiple or vairable speed condenser pumps,are designed so that tower cells can run in parallel with larger of flow crtieria. SYSTEM—SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiencyEl M l requirements. Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face. 0 El ❑ 2.,To be checked by Plan Reviewer Plan Review C103.2 Envelope Plans and/or specifications provide all information ❑ 1:1 ❑ with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 9 of 15 Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide ❑ all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact Plan Review C103.2 Interior Lighting Plans,specifications,and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Plan Review C103.2 Exterior Lighting Plans,specifications,and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Insulation C402.2.5 Envelope Slab edge insulation depth/length.Slab insulation extending away from building is covered by pavement or>=10 inches of soil. Insulation C402.2.6 Project Radiant heating systems panels insulated to >=R-3.5 on face opposite space being heated. HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible ❑ heating panels have insulation>=R-3.5. Insulation C402.2.6 Envelope Radiant panels and associated components, El ❑ ❑ designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R-3.5. Air Leakage C402.5.7 Envelope Vestibules are installed on all building entrances. Doors have self-closing devices. SYSTEM—SPECIFIC C403.2.12.3 Mechanical Fans have efficiency grade(FEG)>=67.The totalED El ❑ efficiency of the fan at the design point of operation<=15%of maximum total efficiency of the fan. HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only El El ED radiant heat. HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using El ❑ 11 automatic time clock or programmable control system. SYSTEM—SPECIFIC C403.2.4.4 Mechanical Zone isolation devices and controls installed El El 1:1 where applicable. SYSTEM—SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with ❑ El ❑ air-cooled unitary DX units having economizers. SYSTEM—SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one-or ❑ ❑ two-pipe systems include outdoor setback control. HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces >500 ft2 and>25 people/1000 ft2 occupant density and served by systems with air side economizer,auto modulating outside air damper control,or design airflow>3,000 cfm. SYSTEM—SPECIFIC C403.4.1.1 Mechanical Hydronic and multizone HVAC system controls ❑ ❑ 1-1 areVAV fans driven by mechanical or electrical variable speed drive per Table C403.4.1.1. SYSTEM—SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM—SPECIFIC C403.4.2 Mechanical Temperature reset by representative building El El 1:1 loads in pumping systems for chiller and boiler systems>500,000 Btu/h. EnergyGauge Summit®Fla/Com-2017.TAM 2017-1.0 Compliant Software.Effective Date:Dec 31,2017 Florida Building Code,Sixth Edition(2017)-Energy Conservation IECC 2015-Total Building Performance Compliance Option 12/17/2018 Page 10 of 15 N J N O 00 < j N N { -< { { -< { { -< Cl) -< -< -< m m m m m m m m m m m m m m c T T T T T T T T T T T T T T m m m m m m m m m m m m m m � c) c) 0 c) O n O O O O n O n 0 [n (D T_ T_ T T T_ T _n T T T T T T_ T_ o n O (� O 0 O D N Sc C A A A I I C1 C) C) O O A A > A A A A .A A A A A A A A I( O O O O O O O 00 O O O O 00 O O O O m co O) O) O1 Cn A A A A A A W W W W W W W W 0) Cn J 0) Cn (I) ?. IJ -A A ?. A. A A A A I IJ IJ W IV ((�� L� A ? 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S N ca C c ja CC C C C C C C C Z! > O O O O O O O O O O O U U U U U U U U U `o a. m 0 0 0)) 0 0 0 0 0 0 0 0 0 LL x F a a LL a a a a n. a a. a a _.,.t 00 0 N N 813780-ao20 City of Zephyrhili5 Permit Application Fax-813.780-= 6Wktfn®Oepanmmt q/1 DM Received �s Phone Contact for Permitti 863 809 _ 1320 t1 Aatdtca S P�etto ZephythWs-20th St,LLC Applicant Phone Niunber (863)808-1320 APPt4rarrYs Uv g (1 Addry P.O.Box 1615.Thomasville,GX4f799 Owner Phone Nuunbes ( (7�27))'60-8338 ,�!C Fee 8hnple Titleholder Nasna um APartments Inc OwwrPhoo.Nu;nber 1 Fee Simple Titleholder Adder I P.O.Box 547,StPetersbt r FL 33731 JOS ADDRESS 38965 CR$4,Zephyrhills,FL 333542 LOT*` SUBDIVISION j PARCEL 0 Z 26-21-0040-MW-000D MTAvMD v1WJ PRAPWTyTAR%=Cei WORK PROPOSW W-W CM M ArtDtALT Q SIGN r7 Q DEMOLISH z INSTALL REPAIR PROPOSED USE Q SFR Q CONW Q OTHER TYPE OF CONSTRUCTION © BLOCK Q FRAME © STEEL DESCRIPTION OF WORK New cvastrncti0n of aDollar Generd retail store BUADlNCiSUE 130'x?0' SQFOOTAGE 4,1t>a HgWIT QBUf�NG 8 400,000 VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL S 65,000 AMp SERVICE 4it0-ij, Q PROGRESS ENERGY Q WRE.C. xQf'LUA181NG S 11,0t}0 ^ �� QMECHANICAL S yy 0pg(}p0 VALUATION OF MECHANICAL U�TNdAT 1OH * '— V =GAS ROOFING Q SPECIALTY Q OTHER FINiSHW FLOOR ELEVATIONS t 85 FLOOD ZONE AREA Al; xx YES NO 1 BUILDER COHPANY Dykst.._Cowdrutior.,In,- .. SIGNATURE �,, Mfg YIN FEECUMMN YIN Addm% P.O.va 963,Plana City,FL 33564 LIOM9e to Ct3C 058998 £LECMCIAN _ COMPANY SIGNATURE RE"TERED YIN FEECLffim' YIN Ass, 14 2nd Ave SW,Moultrie,GA 31768 ins,0 EC13002712 PLUMBER Y SIGNATURE G RE S(ERED I YIN F1;alR a-% LQ W ry M ed Ccr $ J ln9 �rr�r cN Address _ _ llceosot: CFC1427360 — G MECHAIACAL COMPANY AWTer71p tieating&Cooling �^ SIGNATURE REWTERED I Y t.N Fm-cwjmh I YIN Address 205 Complex Dr.,Lakeland,FL 33801 L „)E�g CAC058235 —+ OTHER COMPANY 7 d Oi V 6,14-C C I SIGNATURE =11STUMD I YIN FM cupruo I Y/ a®as:asaaasas�a�s�s,aesaateassaes,,asesaeaasassaaeeaassssaassassaes RESIDENTIAL Attach(2)Plot Hans:(2)ants of Building Plans:(1)SO of Energy Fonts;R-O-W f OOO for now oaMifu 10% atr amn ton(10)w oftQ days eftw sut aittal date.Requtetf onsde;Construtdian Plans,Stamrrater Pkns vd SM Fence ln*%led. Sarilimy Fadclikm b 1 durnpster Site Work Porter fof sutfdiYWwWmge p*ds COMMERCIAL Attach(2)ccxnpieie sets of Bulft Puns plus a UIo Surety Page;(1)ad of Energy Forts.RAW Perm tar new co nWuckn. arnymran ten(10)waking deys afar sut awU We,Requaed oftle.Construrllon Pins,S(=V atcr Plans ve SM Fence Instdard, Sanitary Facaitfes&1 dumpster.Sna Worts P=nl torte Paw projects.A8 ocrMoclvl ragarzermts must matt dance SIGN PERMIT Attach(2)sets of F_nglneered Plans. PROPERTY SURVEY rectoaed for as NEW c onstnx0on- Dinxttons: FBI out apprma$on o%Tq*to(y. OwW&Cmhsdof sign back of ap mntiM not aeaerf tf owr 52 +a Notico 01 C�nmaneomocR hs ragrrlrea. (AIG upgrade over S7500) Agent(for the contrxtar)ar Power of Mornay(for rho omw4 tvuld be sararm ith notarized WMx from aww aatt zln0 sarne OVER THE COUNTER PERMITTING (copy of contractrccpf"M Rwoors,If shKg%es Smm Safwiral Ummocz AIC Fetwou(rHaVSu+veytFootago) t3riweaays•Nat wcr Counter a on PjW rouds,'cry a..rrsods ROW t $13.780.0020 City of Zephyrhilis Permit Application Fax-813ae0-0021 Buddifto Department 808 1320 Date Received Phone Contact for Permitting 863 _ -1,I-t-I IT'r- '7� I'Tt't-t Applicants Name palmetto lcphyrhills-20th St,LLC Applicant Phone Number (863)808-1320 Applicant's P.Q.Bux 16i5,Thomasvi)!r,GA 3l7y9 (727)688-8338 Address Owner Phone Number Fee Simple Titleholder Name I Ukdmbak Apartments,Inc Owner Phone Number —� Fee Simple Titlettotder address I P.O.Box 547,St Petersburg,FL 33731 JOB ADDRESS 38965 CR 54,Zephyrh&,FL 33542 LOT g SUEUVIStON PARCEL ID# 02- tZ-,-0000-03800-000o (OWAiNEn FROM PROPERTY TAX NOnCE) WORKPROPOSED NEWCONS'TRR AMALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 CotAM [� OTHER TYPE Of CONSTRUCTION Q BLOCK 0 FRAME �.J MEL _ DESCRIPTION OF WORK New construction of a Dollar General retail store BUILDING SIZE I 130'x70' W� SOFOOTAGE 9,100 HEIGHT =BUILDING $ 400,000 VALUATION OF"TOTAL CONSTRUCTION =ELECTRICAL S 65.00 AMP SERVICE 4` atnl' 0 PROG12ESES ENERGY xx W.RE.C, ®PLUt,ABING $ i I,it00 -. =MSCI-IAfVCAL $ 25 Gi0 VALUATION OF MECHAMC L INSTALLATION [ GAS Q ROOFING Q SPECIALTY= OTHER FiNISHEO FLOOR ELEVATIONS 85, FLOOD ZONE AREA At: =YES NO r BUR.DER �r i/� COMPANY Dykstra -9-tion,inc. 1 SIGNATURE REGSTERED I YIN FEE CL01sh I YIN 9 Address P-O.Bo 963,Plant.City,Fl.33564 license X I CBC 058998 ELECTRICIAN COMPANY Clayton EiecWOI Contractors,Inc. SIGNATURE f 1 REGSTERM I YIN rucuttRsr I YIN Address 142nd AYe SW.Moultrie,GA31768 uCensa6 I EC13002712 PLUMBER COMPANY Sparkman Plumbing,Inc. SIGNATURE _ REO+ rEx£n Y t N ME.CtOW01 Y f N Address v 5719 A4yrUe Hill .W, I F�L 3]3811 Lase CFC1427360 MECHANICAL F I COMPANY i ACu-Temp Heating&Cooling SIGNATURE R£OCSTERFD I YIN Fmcuv3 En I Y1N ,dress 205 Complex Dr.,Lakeland,FL 33-60�17` L; so q CAGO58235 OTHER I COMPANY SIGNATURE REGMTEREO Y l N!j reE cuaFtp-+ Y I N Addrt:ss Licwso# litltll1111 / Illlltl► 1► 1/ 1 ► tltltillitH111t1111Att111 ► llttlttllftiltt RESIDENTIAL Alt xZ(2)Plot Plans;('2)sets of Building Plans;(1)set of Ene gy Forms;R-O-W Permit fornew construction. Minimum ten(10)working days after strbmiftal date.Requkvd onsile,Construction Mans,Stormwater Plans wI Silt Fence Instated, Sanitary Fae ties&i dumpster;Site Work Permit for subdivisionsAmUe projects COMMERCIAL Attach(2)complete sets of Building Pima plus a Life Safety Page;(1)set of Ertmoy Forms.R-O-W Permit to new construction. Minimum Ian(10)working days allef submittal date. Required onstte,Can structJon Plans,Stormwater Plans vd Silt Fence installed, Sanitary Facilities&1 dumpster.$11e Work Permit for all now projects.Ali commercial requ'vrcvnents most meet compliance SIGN PERMIT Attach(2)sets of Eag'meered Puts. —PROPERTY SURVEY required mall NEW construction. Dtrections: Fig out apptcation comphsfely. Ovaw&Contractor sign back of appfrcation,notarized tf over$2600,a Notice of Commencament is required. (NC upgrades over$7500) Agent(for rho catbactaq or Paver of Attorney(for the owner)vault be someone with notartzed teiiee from owner authorizing samo OVER THE COUNTER PERMITTING (copy of contract required) Reroois if shingles Sewers Setwou Unfades A/C FtYrces(PWISurveyfFootrgo) Driveways Not over Counter if on public madvatys_neads ROW �• 4'f It B1a Tsagg2o City of Zephyrhills Permit Application Fax-$13-78D-oo2I Btuldiig QepatmaN BU8 (320 Date Rars,vad Phone Comma for Perm{tlin f M, — . Applicant's Name Palmetto 7sphyriuils-20th5t,LLt: AppOeantPrwm®Numbs (963)808 1320 Appticarrt's P.O.Box 1615,Thomasville,GA 31799 (727)"h N3311 Address owner Phone Number �{ Fas Sknp(e TTtlehoWsr Nome �Ukumbak Apartments,Inc. Owner Phone Number �� I Fee Slol TtUshofdor Address P.O,Box S47,5t Petersburg,R.33731 JOB ADDRESS 38965 C:R 54,7cphyrhrtls.rL 33542 LOTO SUBDIVISION PARCELI00 02.26.21-0000,0180(1 0000 (08.11011.0 vRerEM TAX NOTICE) WORK IMPOSED x R(w cr>srsla ADDIALT Q SIGN (� Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Qx COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL DESCRIPTION OF WORK hez crsmsiructurn of a 1)utlar General retail slure 8U/LDING SIZE I 130'r70' 7 SO FOOTAGE 9,100 HEIGIT QBUILoiNG $ 400,000 VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL S 65.000 AMP SERVICE 4110 aniP Q PR98REG ENERGY x� W.R.E.C. T)ukc xQPLUMBING S I t,0U0 ®MECHANICAL S 25 M VALUATION OF MECHANICAL INSTALLATION ®GAS Q ROOFING n SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS 85. FLOOD ZONE AREA Ali AYES NO BUILOER COMPANY L3ykstraConsuutiGtl,!nc SIGNATURE REGkSrEREb YIN GEECURREA Y!N Addrow P-U.Ilk 63,Plant raty,Fl,33564 license# CBC 05$998 ELECTRICIAN COMPANY Clayton Electncai Contractors,Inc. SIGNATURE REGISTER0D I YIN FEE cuRREA I Y I N Address 14 2nd Ave SW Moultrie.GA 317§6 EC13002712 PLUMBER COMPANY Sparkman Plumbing.Inc. SIGNATUR REGISTERED I YIN FEE CuRaF.i, I Y I N Addnaa 5719 Myrtle t Or. ,lake and.FL 33811 Licenses ICFC1427360 � MECHANICAL COMPANY Acu-Temp Healing 8r Cooling SIGNATURE ` RGrsTERGn I YIN FEECtaRREA Y/N Address 205 Complex Dr.,Lakeland,FL 3380177� Lkarlse ll I CAC058235�� OTHERCOMPANY GN SIATURE REWaTEREA YIN FEE CURMN I Y/N Address License s ---� RESIDENTIAL Ahach(2)Plot Plana;(2)sets of Budd mg PWms.(1)set of Energy forms;R•O•W Perm,for newconsmation, Mrwnwn ten(10)+wrung days after subadlitt date.Regwed onsite.Constricbon Plans,Stonmwater Plans wd Sul Fence vuUabad, Sanitary Faalitses a T dumpster.Sda Work Per nri for subdiaslonslsrge pmects COMMERCIAL Atuch(2)complete sets of Plans pies a Life safety Page.(1)sot of Er*My Forms.R-O-W Permit for new construction, 6c cvwm ten(10)a+ortring days after submittal date Raqured ens M,CortslnuAeon PL7ms.Stonmxaxr Plans wr Suf Fence rnStatled, Santutcy Facilities a 1 dumpster-Sne Work Pernut far all new projects.Ab commercial requirements mast meet oampbarlce SIGN PERMIT Attach 12)sels or Errg+neered Plans. "'PROPERTY SURVEY required for all NEW construction. Directions: Fig out appkabon completely. Omw 4 Contractor sr¢n back of apowbon,notarized it over$2500,a Notice of Commencement is required- (A!C upgrades over ST504i Agent(for tie contractor)or Power of Attorney(Tor me owner)wound be soma me w M notarized letter from owner awhonzmg sane OVER THE COUNTER PERMtTnNG (copy of earuract required) Rerodts 4 srkngres Sewers Service Upgrades AIC Fenws(Piet/Survey/Footage) Drivoways-Not over Counter 9 on pubhe madways-needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe 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 IMPACTIUTILtTIES 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 prier 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 WateriSewer 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$Z500.00 or more,1 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. 1 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,WaterMastewater 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 ServiceslEnvironmental 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 wail construction,1 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,ithe'ob is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENOBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT COMMENCEMENT. FLORIDA JURAT(F.S.117M) OWNER OR AGENT CONTRACTOR subscribed and emm to(or affirmed)before mo this Subydcn d sties to(o rated) era tFsi by' � �L �bY Nflto Ware personalty known to rrte or hasthave produced W;ri rs:re personally knov to or has'FAAvo produced as identification. as`l8entifscation. a� Notary Public f ( !h Notary Public Conurdssion No. •;��yer�o'; =ES S L-EWNarne of Notary typed,printed orstamped Name of Nota •. ate of NotiLary typed,Printed or stamped GG067/62sIan30,2021onelNctaryksv:, I N 0 R R ARCHITECTS ENGINEERS PLANNERS TRANSMITTAL Project No.: Date: JCDT18-0233-00 December 20,2018 Project Info: From: Pennit Set Brandi Jackson Dollar General Tel:313.426.9672 38965 CR 54 Email:Bi•andi.Tackson@norr.com Zephyrhills,FL 33542 Project Manager: Distribution: Laura Long Tel:313.324.3126 Email:Laura.Long@rlorr.com File Info: P:\Retail\Dollar General\JCD n8-0233-Zephyrhills FL\600-Issues\610-Issued\2018- 12-18—PermitSet\PSandT PermitSet-12-20-2018.docx The following items are included in this issue: Drawings and Specifications (12/18/2018) (2)DIGITAL S/S sets of drawings (1)WET S/S Florida Compliance Reports (1) Building Permit Application (1) Owner's Autllorization Letter (2)PEMB drawings (1W 7 sets) Building Department Phone: (813)780-0020 Zephyrhills Building Department 5335 8th Street 1 Zephyrhills,FL 33542 1 Priority Overnight JCDT18-0233-00 NORR, LLC 150 W.Jefferson Avenue,Suite 1300 T 313 324 3100 Detroit, MI 48226 F 313 324 3111 An Ingenium Group Company U.S.A. norr.eom lNsTR#2019049036ORBK9878 PG119 Page 1 .f3 03/2512019 12:41 PM Rept:2039531 Rea 27.00 DS:0.00 IT:0.00 PauCa S.O'Weil PfLD, Pasco County Ckrk&ComytrotTer THIS INSTRUMENT PREPARED BY: Bruce L Wiener Nelson Mullins Broad and Cassel 215 S.Monroe Street,Suite 400 Tallahassee,Florida 32301 (850)681-6810 Matter No.150694.00246 Permit No. Tax Folio No.: 02-26-21-0000-03800-0000 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1, Description of property: (legal description of the property,and street address if available). Legal Description: See attached Exhibit"A" Street Address:38965 County Rod 54,Zephyrhills,FL 33542 2. General description of improvement:Construction of a commercial building 3. Owner information or Lessee information if the Lessee contracted for the improvement: Palmetto Zephyrhills-20th St,LLC P.O.Box 1615 Thomasville,Georgia 31799 Owner's interest in property is fee simple. 4. Contractor: Dykstra Construction,Inc. P.O.Box 963 Plant City,Florida 33564 Phone Number:(813)707-0082 5. Surety: Not applicable 6. Lender: The First,a National Banking Association 1313 East Jackson Street Thomasville,Georgia 31792 Phone Number:229-228-5900 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7.,Florida Statutes: Not applicable 8. In addition to himself or herself; Owner designates the following person(s)to receive a copy of the Lienot's Notice as provided in Section 713.13(1)(b),Florida Statutes: The First,a National Banking Association 1313 Bag Jackson Street Thomasville,GA 31792 Phone Number:229-228-5900 9. Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be I year from the date of recording unless a 4 different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE Page 1 of 2 OR BK 9878 PG 120 Page 2 of 3 BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing Notice of Commencement and that the facts stated therein are true to the best of my knowledge and belief. Palmetto Zephyrhills-20tb St,LLC, a Florida limited liability company By: Palmetto Capital Group,LLC, a Georgia limited liability company Its Manager By: Daniel Land Company,Inc., a Georgia corporation Its Manager � ll� By: Jo .Daniel, 3 Its#resident i STATE OF GEORGIA COUNTY OF THOMAS " The foregoing instrument was acknowledged before me this day of March,2019,by John N.Daniel,III as President of Daniel Land Company,Inc„a Georgia corporation,as Manager of Palmetto Capital Group,LLC,a Georgia limited liability company, as Manager of Palmetto Zephyrhills-20th St, LLC,a Florida limited liability company,on behalf of the corporation and companies, He is personally known to me ' }f e �tiytltitttttttlrtlii�i� P i UBLIC Name ,,,.�N H S41,, i,�� My Commission Expires:As x r 9 _ F,XPiRES GF'oRG1A ; _ A suty 20 2ti2� IVII OMAstta��`` i 0 } { f z t i L i �r t t C Page 2 of 2 i .r` ORBK9878 PG121 Page 3of3 Exhibit"A" The South 299.18 feet of the East 304.00 feet of the SE 1/4 of the NE 1/4 of Section 2,Township 26 South,Range 21 East,Pasco County,Florida;LESS road right-of-way for State Road No.54; ALSO LESS road right-of-way for 20th Street. More particularly described by recent survey as follows: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST%a OF SECTION 2, TOWNSHIP 26 SOUTH,RANGE 21 EAST AND RUN THENCE ALONG THE EASTERN BOUNDARY OF SAID NORTHEAST 1/4,N01°13'16"E A DISTANCE OF 299.26 FEET; THENCE S89053'45"W A DISTANCE OF 30.01 FEET TO A POINT ON THE WESTERN RIGHT OF WAY LINE OF 20TH STREET PER WARRANTY DEED RECORDED IN OFFICIAL RECORD BOOK 3984,PAGE 833,PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.THENCE ALONG SAID RIGHT OF WAY,S01-13'16"W A DISTANCE OF s 224.22 FEET;CONTINUE THENCE ALONG SAID WESTERN RIGHT OF WAY LINE S45031'48"W A DISTANCE OF 35.79 FEET TO THE NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 E,ACCORDING TO STATE OF FLORIDA STATE ROAD f DEPARTMENT RIGHT OF WAY MAP SECTION 14090-2501 & 16001-250, 14090-2502. E THENCE ALONG SAID NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 E, S89053'45"W A DISTANCE OF 249.07 FEET;THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN N01 01T I6"E A DISTANCE OF 249.25 FEET;THENCE N89°53'45"E A DISTANCE OF 274.07 FEET TO THE POINT OF BEGINNING. i F 2 i i 5 a P i f f k 3 x s a �I s a e S a r Mefj �0,4n City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: mm) Approved w/no comments:❑ Approved w/the below comments: E�Q Denied w/the below comments: ❑ ITO G 6f A e t 0 ° 5-ryLu(--rQYt41- S i ce., �I'z � �C��'� �; i ►�C� �, �• S��kq'�- I f'l (5 r �L1�,�1� -�" Lk LY98 Liz This comment sheet shall be kept with the permit and/or plans. �///,21, B' 1 Aurgess—B ' ding Official Date Contractor and/o Ho owner (Required when comments are present) 813 7t30 0020 City of Zephyrhills Permit Application Fax-813.780-WV Building Department Date Received Phone Contact for Permittingq 863 808 _ 1320 TFT"t t-11'TT I I I T r Applicauft Name Palmetto Zephyrlulls-201h St,LI.(: Applicant Piton Numbe (R63)tI08 1320 Address t'a P.O,Box 1615.Thomasville,GA 31799 (72T)Gllh 8338 Owner Phone Number Fee Simple Titleholder Name I Ukumbak Apartments,Inc. Owner Phono Number Fee Simple Titleholder Addross P.O.Box 547,St Petershurg,Fl.33731 JOB ADDRESS 38965 CA 54,Zephyrhdls•Fl.33542 LOT! SUBDIVISION PARCELIDr 02.26-21.0000.03800 0000 IoeTALNED FROM FRoaERrif Tax NonCE) WORK PROPOSED NEW CONSTx ADD/ALT Q SIGN [� Q DEMOLISH x INSTALL 8 REPAIR PROPOSED USE Q SFR ® COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL x0 DESCRIPTION OF WORK Neu,conmrucliDn GCa Dollar(iencral retail afore BUILDING SIZE I I3lrx7i)' 60 FOOTAGE 9,100 HEIGHT BUILDING 6 400,000 VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL $ 65.000 AMP SERVICE 400 amp Q PR6GRE66 ENERGY x� W.R.E.C. r)ukt QPLUMBING $ 11,000 ®k1ECWMCAL S 25,000 VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING M SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS B5, FLOOD ZONE AREA At-'. x-1YES NO r % BUILDER COMPANY Dykstra Constrution,Inc- SIGNATURE REGISTERED I YIN FEECURM Y/N Adder I'.().Ifci 963,Plant ctty,FI.33564 License* C13C O58998 ELECTRICIAN COMPANY Clayton Electfical Contractors,Inc. SIGNATURE REGISTERED I YIN FEE CURRE0, I Y/N Adder 14 2nd Ave SW,Moultrie.GA 317P Licensed EC13002712 PLUMBER COMPANY Sparkman Plumbing,Inc. SiGNATU REGISTERED Y/N FEECURREb Y/N Addroca 5719 Myrtle i Dr Zakeiand,FL 33811 1 Licenses CFC1427360 MECHANICAL COMPANY Acu-Temp Heating&Cooling SIGNATURE REGISTERED I YIN I FEE CURREA Y I N Address 1205 Complex Df.,Lakeland,FL 33801 Licanset CACOSS235 OTHER I coMPANY SIGNATURE REGISTERED YIN FEE CURREA Address License*1 111111111It111111IfItIliitIIIII11111111111111111111t11fIaf111111911 RESIDENTIAL Altarh(2)Plot Plans;(2)sets of Buddeig Plans,(1)set of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)worWng days after submittal date. Requited ensue.Construction Plans,Stormwater Plans W Sift Fence installed. Sanitary Facilities A t dumpster.Site Wont Permit for subdnisionsilarge proects COMMERCIAL Attach(2)Complete sets of Budding Plans Plus a Life Safety Page;(1)set of Energy Forms.R-O-W PermR for new construction. Minimum ten(10)working days after submittal date. Required onsde.Construction Plans.Stonmwater Plans w/Sift Fence installed. Sanitary Facilities&1 dumpster.Site Work Permit for an new projects.All commercial requirements must meet compliarice SIGN PERMIT Adai:h(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construcion. Ouecbons: Fin out application completely. Owner&Contractor sign track of application.notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over STS(M) Agent(for the contractor)or Power of Altomey(for the owner)would be someone with notarized lifter from owner authonzuig same OVER THE COUNTER PERMITTING (copy of contract required) Remofs it shmgfes Sewers Service Upgrades A/C Fences(Plot/SurveylFoolage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fair-813-780-0021 Building Department Date Received I l l l l t l l Phone Contact for Permitting ( — 1 1 1 1 11 All Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORKPROPOSED e NEW CONSTRe ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING S VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N J FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE GURREN Y/N Address 1 License# MECHANICAL ` I /j G�-+ri COMPANY l..L_V-lv-e_k P( vL I L SIGNATURE )j REGISTERED I Y! N FEE CURREN Y`//N 1 Address I Sri S ti l� �"i "37�t� License# p t / OTHER COMPANY L SIGNATURE REGISTERED Y/ N FEE CURREF Y I N Address License# 11111111111111IIIIIIIIIIIIIIIIIIEIIIIIItlllllitflllllllllllltlllllt 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 wl Silt Fence installed, Sanitary Facilities&1 dumpsler;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,Stormvater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.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: Fig 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 Attomey(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 AIC Fences(PIoVSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW CENTRAL FLORIDA HEATING &[OOUNG 1338 OLIVE STREET LAKELANC\ FLORIDA]381S 863-606-6721 1, David Giddens,Central Florida Heating&Cooling, LLC do hereby designate the following individual(s) as having authority to sign any related documents,pick up and issue payment for the purpose of obtaining pernmit(s). l. Ange| Negron (Printed Name) (Signature) State of re methis-��- oayor |/yknoxvntomeor ha�pomduc�"14� (typeof|D)asiden��cation.— ----- Sign rewfNotaryPubUcStat�ofFb)hde P��TypeurStamnpnamneofnotary / *11114 Jennifer LPlatt NOTARY PUBLIC _STATE OpFLORIDA ummm#Gg2c1469 `Csj»'- Expires 5/23/2022 / 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS I LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE I I SQ FOOTAGE= HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOODZONEAREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LZI N Address License# ELECTRICIAN COMPANY CJIJG S ( gC t\C_ - SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address C V "O O 1 r / License# ,r 53 �—� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEECURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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/Sift 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.Al 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$2600,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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i I 1Wwa1�MgEkitlNMl� Ex nce tlze'Difference 333 N.Falkenburg Rd.Suite C-308 Tampa,Fl,33619 Ph:813-952-3250 Fax:813-952-3260 To Whom it May concern: Please accept this letter as verification the people listed below are authorized agents and thus have full authority to submit,pay for and pick up permits for ARC Development,Inc. - Andrew Rogers - Frank Rogers - Heather Phillips - Doug Berlett - Brian Cothron If there are any questions regarding the matter,please contact ARC Development,Inc.at(813)952-3250 Sincerely, Richard Co yer President-ARC Development,Inc. COUMEY SPEARS MY COMMISSION t FF 920821 EXPIRES:September 22,2019 w'q l" Bonded Thru Budget Notary Services [Type here] O�L-UIllOfl aw-rP'- tom ff City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: R-Q,(�a\SI 0-1 �iL(�ir &•gyp Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall.be kept with the permit and/or plans. Bill Burgess—Building Official Date Contractor and/or Homeowner (Required when comments are present) Bldg Dept From: Bldg Dept Sent: Friday,April 5' 20194:13PM To: 'JD Martin' Subject: RE:Contractor Res. Information Attachments: 38965cr54 dollar general new 9'1OOsqft.x|s We have plans out of review and I have attached the fee sheet for the cost of the new general store . We need all subs registered and if they are register to be current in our contractor file to finish up the permit. Building Dept 813-780-0020 813-780-0021 Florida has a very broad public records law. Electronic communications regarding most City of ZephyrhiIls business are public records and available upon request. Your e-mail communications may therefore be subject to public discIusure. If you received this message in error, please do not read, forward, copy, etc, and delete immediately From: Bldg Dept Sent:Thursday, March 14,2O198:O8AKA To:']D Martin'<jd@dykytracmnstruction.com> Subject: RE:Contractor Res. Information ` RECEIVED INFORMATION NOT COMPLETE IN REGISTRATION NEED INSURANCE AND BUSINESS ADDRESS Building Dept / 813-780-0020 813-780-00� 1 Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read* forward, copy, etc. and delete immediately From:JDMartin Sent:Wednesday, March 13, 2O193:26PK8 To: Bldg Dept Subject:Contractor Res. Information Please see the following attachment for our Registration with the building dept Our insurance company will for wared the additional information Thanks JD Martin Construction Manager - 5 hst r Statewide Contracting and Facility Maintenance 813-495-3091 (cell) 813-659-3356(fax) z 02-26-21-0000-03800-0000 1 Pasco County Property Appraiser Page 1 of 1 Due to a software conversion, changes in ownership and sales may be delayed. Data Current as Of: Weekly Archive - Saturday, January 12, 2019 Parcel ID 02-26-21-0000-03800-0000 (Card: 001 of 001) Classification 10 - Vacant Commercial Mailing Address Property Value UKUMBAK APARTMENTS INC Ag Land $0 545 20TH AVE NE Land $104,562 ST PETERSBURG FL 33704-4621 Building $0 Physical Address Extra Features $0 38965 COUNTY ROAD 54 ZEPHYRHILLS, FL 33542 Just Value $104,562 Legal Description (First 4 Lines) Assessed(Non-School Amendment 1) $104,562 SOUTH 299.18 FT OF EAST 304.00 FT OF SE1/4 OF NE1/4 LESS RD R/W;&EXC COM SE COR OF NE1/4 Taxable Value $104,562 OF SEC TH N89DG 56' 14"W 20.01 Jurisdiction City of Zephyrhills Land Detail (Card: 001 of 001) Line jUse IDescription lZoning ;Units iType —]Price _ (Condition;Value - 1 1000 ;COMMERCIAL( 00C1 112,000.001 SF �- $2.85 1 0.95 f $32 496 2 1000 ,COMMERCIAL OOC1 138,000.001 SF $1.40 0.95 ; $50 540 3 t 1000 iCOMMERCIAL! OOC1 117,983.001 SF $1.26 ! 0.95 i $21,526 _ Additional Land_ In_form_ation -- {-- - - - - - - - - - - - Acres 1.56 (Tax Area' 30ZH Code-� FEMA i; Commercial Code j M54E1MB I i j I Building Information - Use 00 - Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year Units IValue -- -- - -- - - ------ --- - No Extra Features Sales History- See All 5 sales Previous Owner: GLAZEBROOK R C JR ESTATE OF& Month/Year Book/Page Type _ ODOR Code Condition Amount 12/2005 6751 / 0028 Warranty Deed Vacant i $0 can 12/2005 6751 / 0027 I Warranty Deed I Vacant 1 $0 10/1996 j 3683 / 0284 Warranty Deed ; j Vacant j $0 http://search.pascopa.com/parcel.aspx?parcel=2126020000038000000 2/15/2019 02-26-21-0000-03800-0000 1 Pasco County Property Appraiser Page 1 of 1 Due to a software conversion, changes in ownership and sales may be delayed. Data Current as Of: Weekly Archive - Saturday, January 12, 2019 Parcel ID 02-26-21-0000-03800-0000 (Card: 001 of 001) Classification 10 - Vacant Commercial Mailing Address Property Value PALMETTO ZEPHYRHILLS-20TH ST L Ag Land $0 PO BOX 1615 Land $104,562 THOMASVILLE GA 31799 Building - $0 Physical Address Extra Features $0 38965 COUNTY ROAD 54 ZEPHYRHILLS, FL 33542 Just Value $104,562 Legal Description (First 4 Lines) Assessed (Non-School Amendment 1) $104,562 SOUTH 299.18 FT OF EAST 304.00 FT OF SE1/4 OF NE1/4 LESS RD Taxable Value $104,562 R/W;&EXC COM SE COR OF NE1/4 OF SEC TH N89DG 56' 14"W 20.01 Jurisdiction City of Zephyrhills Land Detail (Card: 001 of 001) Line (Use _ Description ,Zoning Units Type �Pnce ;Condition 132,496 lue - - --.— -'------ ---- 112,000.001-- i-- ( $1.40 0.95 2 1000 COMMERCIAL OOC1 38 000.00; SF _ 0.95 $50 540 � -1 3 1000 ICOMMERCIA l 0OC1 117,983.00] SF $1.26 j 0.95 4 $21,526 Additional Land Information Acres 1.56 Tax Area; 30ZH ( FEMA Commercial Code M54E1MB Code i I Building Information - Use 00 - Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line !Description iYear iUnits _ iValue No Extra Features Sales History - See All 7 sales Previous Owner: GLAZEBROOK R C JR ESTATE OF& Month/Year_— ;Book/Page ;Type JDOR Code Condition Amount 03/2019 ; 9878 / 0100 i Quit Claim Deed 11 — ; Improved i $0 03/2019 9878 / 0096 ` Warranty Deed 01 Vacant $375,000 12/2005 1 6751 / 0028 ` Warranty Deed j Vacant $0 http://search.pascopa.com/parcel.aspx?parcel=2126020000038000000 4/1/2019 P��m VOIV LETTER OF AUTHORIZATION March 13, 2019 City of Zephyrhills 5535 Bch Street Zephyrhills, FL 33542 To Whom It May Concern: Please be advised by this correspondence that Brian Cothron, Larry Barker,John Smith and Jack Martin is authorized to act as Agent/Applicant on behalf of Dykstra Construction, Inc. If you h any questions or require additional information, please contact me at(813) 707-0082. Th k u, Dar Dykstra President, Dykstra Construction darry@dvkstraconstruction.com Sworn to and subscribed before me this day of 2019 by who is an officer or authorized agent of JX s�c�,o, CmrA.and who is Personally known to me or who produced as identification and who executed this instrument for the purposes herein and who did/did not take an oath. My Commission Expires: SQS'N��a�Y 22, �j\� .aaY Pia —T- a°;•••.•�% COURTNEYSPEA.RS Notary Public—Florida QC� * MY COMMISSION#FF 920821 EXPIRES:September 22,2019 N�911-15 'e""lie Bonded Thru Budget Notary services P.O. BOX 963, Plant City, Florida 33563 Phone:813.707.008 Fax:813.659.3356 r 1' City of Zeghyrhills Uniform Notice offaa Low-Voltagee AllarPerm System Project � Owner's/Customer... n #�► Address c5 c'3 r 9 /C, t�7 city Y-/lolls St Zip . �- Phone /n�A E-mail Contractor .f l &- Lic.#�� Address :5-, 6 /%e,. ZW `' - � Gr,Q hE St - Zip City 77 3Zc�j�2 Phone 9i9 -&Ze= fZ' DateProjectComplete C 1 Scope of Work: l 5 11 cfaLF pr► bi ate -n Signature: OWDA or tenant or contractor or authorized representative Notice is hereby given a ow-voltage alarm system project has been completed at the address specified above.I certify that all of the foregoing information is true and accurate. 1011113 section 553,793 FS n 813-780-0020 City of Zephyrhills Permit Appli I Fax-81&780-0021 Building Departure �`_ r� —Z� 904- 626- 1425 ` Z Date Received phone Contact for ermi 'n — 3 3 Owners Name DOIIar General. Owner Phone Number L Owners Address Owner Phon�Numbe,r v— Fee Simple Titleholder Name Owner Phon Fee Simple Titleholder Address JOB ADDRESS 38965 CR 54 Zephyrhills, FL 33542 LOT#' SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER Law Voltage for sma0 Sataigta TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Install pole mounted simple satallie dish With 1 RG6 coax cable to modem for POS system BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $500.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY Power Electric Construction, Inc SIGNATURE REGISTERED N FEE CURREn Y/N O Address 6588 Collier Road Augustine FL 32092. License# EC0000994 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LY/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# Illtllllllltitlttlttllllllllllllllllllltlllllllllttllllllllllltllll 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 Fortes.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/Su(vey/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 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y014FaOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO ry is subscribed and swom to(or affirmed)before me this 8t bsciibed and om o(or affirmed)before me this Q by Bth July 2019 y J'enmy G Pace LL O Who Ware personally known to me or has/have produced Who is/are pe onaliy known to me or rodu ced 600 as identification. as id b cation. rc o cn•a 1 9Q'0 o w m„ . Notary Public otary Public p�� c j Z. ou Commission No. Commission No. C C� I 7-6- -7 G V'u z It w Robert Wendel Broome Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped a�. •tajl�d CROSS ACCESS DRAINAGE/MAINTENANd DRAINAGE/MAINTENANCE UTILITY EASEMENT EASEMENT LINE TABLE EASEMENT LINE TABLE EASEMENT LINE TABLE LINE TABLE LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING LINE# LENGTH BEARING Ll 34.01 S01°13'16"W L18 3.83 N44°53'45"E L23 35.78 S45°31'48"W L25 10.00 S89°53'45"W L2 50.15 N89°53'45"E L15 3.83 N44°53'45"E L8 37.62 N89°53'45"E L26 10.00 S00°06'15"E L3 8.24 S45°06'15"E Lil 3.83 N45°06'15"W L10 38.29 NOO°06'15"W L27 10.00 N89°53'45"E L4 16.86 S00°06'15"E L16 8.79 N00°66'15"W L21 45.01 NOl°13'16"E L28 10.00 N00°06'15"W L5 24.00 N89°53'45"E L9 12.95 N22°01'30"E L13 55.00 NOO°06'15"W EASEMENT LEGEND L6 56.68 N00°06'15'W L19 17.29 N00°06'15'W L24 159.52 SOl°13'16"W FZ PROPOSED CROSS ACCESS EASEMENT L7 79.19 S89°53'45"W L14 17.29 N89°53'45"E L20 196.80 N89°53'45"E � \ PROPOSED DRAINAGE/ L12 17.29 589°53'45 W L22 249.07 589°53'45"W L-] \\\ MAINTENANCE EASEMENT L17 35.29 N89°53'45-E / PROPOSED UTILITY ( EASEMENT OR;INOOD FENCE.:. i': 1,:.b:•_9 .1 :' . 5'CONC.SIDEWALK N89 5345"E 274.OT -415 '' VING WALL, - - - - - - TIE TO E)QSiING"F" _-r77 r 1O'IS BUFFER �4'CONC.FLUME CURB AND PAVEMENT 771 7MPSTERENCLOSURE R3 ' 24' 20'BUILDING SETBACK 'PR CROSS "<.'; •. rn - '_ %, ACCESS EASEMENT "PROP,OSED'"F"CURB,: %�i% 'R101'• 'u/ r' 30,LF'OF:6"DBL:YEL�6W:SIRIPES}': i j� DROP CURB DUTY;FAVEM1]ENT:J fV T' fi'' .. :. :-ill' i..'.:. •�.m/ _ �.t .J' _ _ _ _ o 5.1. BIGYGLE{FARIQNGs:: R20 R20✓' y;/ y ,/ 24"WHITE STOP 5'CONC.SIDEWALK • # 35.3' LOADING AREA •_ _ _ ! °r U L8 1 BAR W/Rl-1 I ;- :; 5 STOP SIGN EE H.G PARKING& •9' ' 20i:`� '.•':.r36':: .� \\\ RAMP DETAI CCESS L - - ` - :_ \ o, 't jEND RETAINING WALL; VO �° "mow \ �LU - s ^� PROPOSED r\ CLOSED FLUME;.,, Ll 36.9 _ - - - - - -• `9'CONC.SIDEWALK,: ' � b b Jr- U,nm •'., :�;� '.'. �� \ 'ice q•.ZI :_: ^�OLU o LL POND 100 R15' o v. ✓-�6ANDARD'PAMENTTYP.:' yl'i1141; 40' ) N WHEEL'•�SiOP.;7YRs`•^.'y 1, .\\ r 4'CONC.FLUME 9 �LOr.. 117.'";J\\\�`�1'pRFSERVATIOW GRAVITY ALL - v. \\ J- zo �� `o o N •30`:'$U'6ItU'IIN<�iSIETBAkCK.)� DTOABaMN"F CURB N ` \\GRAVITY WALL .. w F\L dP 'OMPEN�A Oi�A�iEA\ \ \\ \ FLOODPLAIN COMPENSATION A \\ \ \ r o \\\ \� \\`T\\\ \ �'�\'� �T, \ \ \X 'PROPOSED c \\\15'LS BUFF ER\\\ \\\\\\RO SED SMONUMENTSIGN \ \. gI CLOSED FLUME \ \\\\\\ SB 5 45 W 2a9 07 \\\ �\ \\\\\�� N'�\\\\\\�\y��203! ZePh}�r ills,F -CR 54 'p� Pro type;9100E 1H OH -OH -OH` O -H OH OH SOH OH 0h� OH OH -�y OH ' --OH OH - reage:1 6 PROPOSED DRAINAGE/ 71 5'CONG SIDEWALK PWNTENANCE EASEMENT I ROW PRESERVATION ;Parking:30 wROPOSED 105clo' ,.,:,' ;APPROVE6 BL'YELLOW _' - UTILIIYEASEMENT' BYSarel,lmnnsYYaattta.�ean,r962o,iois.. r' .. THERMOPLASTICSTRIP.ES.: a Imetto. aplta roup: , u �'�..;: .�•:' .Jeff Lazenby.: .,' LU 863=808-1'320 ' ' °•- • DOLLAR GENERAL STORE#20360 ;•` ',, \ Section 02,Township 26S,Range 21E ` SA N FINAL SITE PLAN NORTH Engineering Group EXHIBIT B 1° = 50' 150 SOUTH WOODLAWN AVENUE,BARTOW,FL 33830 PHONE:(863)8003046-FAX:(863)800-1159 FLORIDA CERTIFICATE OF AUTHORIZATION(FLCA)#26247 t SLOAN ENGINEERING GROUP,INC. I J B# 75 �.a.-- 1 i QN31 a �'fffl flint WR -10 M Q)<-m POWER ELECTRIC CONSTRUCTION, INC. 6588 COLLIER ROAD ST. AUGUSTINE, FLORMA 32092 FLORMA STATE CERT.#EC0000994 OFFICE:904-626-1425 E-MAIL:jgp6588kmpnmsn.com City of Zephyrhills, Florida 12'h July 2019 Building and Contractor Licensing Department 813-780-0020 To Whom it may concern, I,Jimmy G Pace,Florida State Certificate#EC0000994, hereby authorize Wilfredo Gonzalez Jr. To act as my agent for purposes relating to permit applications and activities associated with obtaining permits for the City of Zephyrhills, Florida. This authority may remain in effect until one year from the date of this "Letter of aAhorizati ". Qom- Date: 12th July 2019 Immy G Pace State of Florida County of ST. Johns Before me, personally appeared, Jimmy G Pace, whom is personally known to me and whom did affirm d before me this 12th day of July, 2019. Signature of Notary Public Robert Wendel Broome iv�Y Pu Notary Public State of Florida Typed name of Notary Robert Wendel Broome My Commission GG 012676 Expires 10/05/2020 My Commission Expires: 10/05/2020 STATE OF FLORIDA t ` DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION IA ELECTRICAL CONTRACTORS LICENSING BOARD (850)487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 Congratulations!With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation.Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfforidalicense.com.There you can find more information about our divisions and the regulations that impact you,subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers.Thank you for doing business in Florida, and congratulations on your new license! -- — - q/ -fit{ R{ 37u STATE OF FLORIDA DEPARTMENT 1 db r OF BUSINESS AND PROFESSIONAL REGULATION l;q -5;ihi.:ACiGk j N,cRIM S2092_ &' '': ti "'``s" S'4112ii9fi?`is's x PR: i ;; ? ._:'•- y EC0000994 ISSUED: i 4. 4:Tv41dE '.tQN a? ELECTRICAL CONTRACTOR i ( PACE,JIMMYG II POWER ELE TRIC CONS* C. I ',tYrlY '7`-. :rise^ti�S'=y 3G{'l�+Ff'3?X ryLti•t^45••-':.Y`. '=-�Y.'C,�FD4._r_", � . Signature { I LICENS D UNDER CHAPTER 489,FLORIDA STATUTES i EXPIRATION DATE: AUGUST 31,2020 ! : PURSUANT - t 201�9::5 � --.52257i5REC SUE _ )COUNTY ORDINANCE-._,•.....:-_• ..-_,�.:_v,...,r: .._.,. ,�. •. . :, - -_ -- •,�• - - - - - ;.. LOCAL .BUSINESS-TC..RECEIPT:, .',,: - -` - -*EXPIRES September 30'2019.'` 4 -MUST-BE:®iSPLAYI3DIN''COh1SP:ICL1•S)MPL.ACE `;.. .. .r,..,.•. , r : - R� - A''G TRACTO - 'E'� CTRIC L. ON ESSO 00 LE - USIIV - .v ;Yx,NEWBUSINESS':. • - - - - =.*_RAN FER: - - - - - S .. :,:..•::::.,.• , , . ..,,' ...,::I_. Est •,",a'v' _-`a.:'� N -- - - - p H C p USINESS,•6568 _ ES -'STAUGUSTINE FL,32092- _ C DDR S. 1 AMOUNT' :1�;;;-.--• ;::.... COLLECTIOR!'.COST;., :_',.=;`';r°._.;:' :-. •:"- usINESS'--POWER ELECTRIC CONSTRUCTION:_INC TOTaL AME.Ir'=T POWER'ELECTRIC:GONSTRUCTION;_INC° ,WNER: - -I" TAX COLLECTOR 6588:LOLL AILING` •I - 1. - - - - - T.UU:'HOLLINGSWOR .H."it - 'DE{UNIS . DDRESS• STAUGUSTINE'FL-:32092;- .',:-.;=i ;`, := ';. ::.: -•.E000 00994 . : LLE TOR�.'�'>=. ;SY'JOHNS`--COUfdTY. ,CO C - :; -: L:'i•,.:: - _ - — is'e" ri'o eiini s on_orauthori- e"n o"s i to afianch an a'reeme t r s Thisiecei`tdo s otc n ttu 1 "MESA:RECEIPT'ONLY:WHENNALIDATED:•:?.a-.=•7ec--:=�i�:• - r;.•�-;,-::re,'.' - - - ';ito"er(onmthe'senilcesor,o"eratethebusine'ssdescdtiedhereonwhen'a;franchlse- iIS;FORM;BECO �, ,. -. ._ - _ ; ::.`.. `�_-�-:.'.�.. P..,.. P.... _ - - - - '. r '"'` '"''''+ = ty co`mmission state;or.'.federalipermiss(on=or^authority is' �D: S :.: :' 1 r. ment,.:'O - -`' -�agrne r_�couri A -n .7.7.�A.0 a.9_.:n n n.1_.n n n i�...._1,3 8:'-':0 8/`2J7=/:2�18 J..1.8 J--0� ranuvGnd hueountv.,state:o"r'fedeial latu POWEELE-01 TBELLINO ACOR©' CERTIFICATE OF LIABILITY INSURANCE DATD)YYYY) 7/121212/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N M ACT Tracy M.Bellino JP Perry Insurance,Inc PHONE FAX 3342 Kori Road A/C,No,Ext):(904 482-1686 Alc No:(904) 100.2222 Jacksonville,FL 32257 noD&ss.tbellinopjpperry.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:Ohio Security Insurance Company 24082 INSURED INSURER 13.West American Insurance Company 44393 Power Electric Construction,Inc. INSURER C.Ohio Casualty Insurance Company 24074 6588 Collier Road INSURERD: St Augustine,FL 32092 INSURER E- INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDINSDL SUBR WVDPOLICY NUMBER POLICY EFF POU MMIDDDDDM DY EXP LIMITS Um I A X COMMERCIALGENERALLIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE ®occuR BKS58707760 411312019 411312020 DAMAGE oNc 300,000 c rence� S MED EXP(Any one erson S 15,000 PERSONAL&ADV INJURY S� 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑%of FI LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER: S B AUTOMOBILE LIABILITY COMBINED(Ear. SINGLE LIMIT S 1,000,000 X ANY AUTO 13AWS8707760 4113/2019 4/13/2020 BODILY INJURY Per erson S AIURTEOS ONLY AUTOS�UN�EDD BODILY INJURY Per accident S AUTOS ONLY AUOTO&ONLY PR�acECIRdTeYnt AMAGE S Pe 5 O X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESSUAB rl CLAIMS-MADE US058707760 4113/2019 411312020 AGGREGATE S 1,000,000 DED X RETENTIONS 10,0VO S WORKERS COMPENSATION r N STA PER D AND EMPLOYERS'LIABILITY TUTE TH- R ANY PROPRIETOR/PARTNER/EXECUTIVE an�etoryln%7 EXCLUDED? NIA E.L.EACH ACCIDENT S If yes,describe under E.L.DISEASE-EA EMPLOYEE S DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S A Equipment Floater BKS58707760 4/13/2019 4/13/2020 Limit 25,000 A Equipment Floater BKS58707760 4/1312019 4/13/2020 Limit 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Jimmy G Pace EC#0000994 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of zephyrhills Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 5335 8th ST Zephyrhilis,FL 33642 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) U 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DATE(MMIDDIYYYY) A�O' CERTIFICATE OF LIABILITY INSURANCE 7/12/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy()es)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Acentria, Inc-Destin Office PHONE FAX 4634 Gulfstarr Drive WINE Ext:850-650-1950 A/C No):850-650-9288 Destin FL 32541 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:Normandy Insurance Company,Inc. 13012 INSURED POWEELE-02 INSURER B: Power Electric Construction, Inc. Go TEL Staffing&HR INSURERC: PO Box 15566 INSURERD: Pensacola FL 32514 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:532032581 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF MMIDD EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY E PRO ❑LOC JECT PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED id P BODILY INJURY(Per accent AUTOS ONLY AUTOS ( ) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION NHFL0064882019 3/1/2019 3/1/2020 X SEATUTE �RH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 ' If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Jimmy G Pace EC0000994;Power Electric Construction,Inc CERTIFICATE HOLDER CANCELLATION 30 Day Cancellation Notice SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Zephyrhills ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept. 5335 8th Street AU7EDREPRESENTATIVE Zephyrhills FL 33542 /�� © t�" 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD a' 1 c o ®� ® PALMER engineering ® company ?ECGA 1_1 C;dbe P.a:r'.er Engm-�enmg C omnp.m July 9, 2019 Ms. Joy Racines SageNet 10205 East 61st Street Tulsa, OK 74133 RE: 1.2M Antenna on Free Standing Pipe Mast and Concrete Pier Dollar General Store 20360 38965 County Road 54 Zephyrhills, FL 33542 PEC Project #: 19192 Dear Ms. Racines: Palmer Engineering Company has evaluated the use of a 1.2M antenna on a Free Standing Pipe Mast and Concrete Pier for the above referenced location. The loading criteria used for our evaluation is as follows: Code: 2017 Florida Building Code &ASCE 7-10 Ultimate Wind Speed: 150 mph (3-sec gust) ASD Wind Speed (Survival): 116 mph (3-sec gust) Risk Category: "I" Exposure Category: INC" Maximum height to center of antenna: 8'-0" above ground surface Based on the above criteria, the mount shown on sheets S-1 and S-2 will safely support the 1.2M antenna. See enclosed sheets S-1 and S-2 for mast size and anchorage requirements. This is a site specific design. If you have any questions regarding this matter please contact this office. Sincerely, \\��g H !y!'��//� Palmer Engineering Company `�NQ�F-J ENS�A'9��/�% FLORIDA COA No. 7331 Z * No. 59718 STATE O to NAL Baku Patel, P.E. J111110?Ig1�a1� President THIS DOCUMENT HAS BEEN WET SIGNED AND SEALED BY BAKU PATEL,FLORIDA P.E.No.59718 ON JULY 9,2019. Attachments: Drawings — 2 pages SCANNED IMAGES,COPIES.AND/OR FACSIMILES ARE NOT CONSIDERED SIGNED AND SEALED. Calculations - 5 pages www.pecga.com Aila"i pint. 358;Habersham at Northlake,Building N, Tucker.Georgia 008&: 70 908--9502. Y0.90--.9:_ PROJECT DOLLAR GENERAL STORE 20360 ZEPHYRHILLS, FL big PROJECT NO. 19192 SHEET NO. S-1 OF 2 PECGA LLC dba Palmer Engineering Company 3585 Habersham at Northlake,Tucker,Georgia 30084 CALCULATED BY Mij DATE 07-09-2019 P:(770)908-9908 F:(770)908-9919 www.pecga.com FLORIDA COA No. 7331 1.2M ANTENNA 2 yZ" STD. PIPE ,\\\ (2.88 O.D.) MAST fl PIPE TRANSITION ADAPTER II U- 0 4" STD. PIPE r (4.50" O.D.) MAST III LU x TOP OF FOOTING EL. +0'-3" ABOVE FINISH GRADE BO SLOPEI I FINISH GRADE LU c? U 0 cl� 9 U DRILL 16 9 DIA. HOLE THRU PIPE I I 1 ;t u- U 0 AND INSERT ' DIA. ALL-THREAD 2 ROD w/ NUTS EA. SIDE OF PIPE. ALL-THREAD ROD IS REQUIRED TO LU ,PREVENT ROTATION DIAMETER OF CONCRETE // ANTENNA ELEVATION ss H fvj 1 \WkI I I , E, SCALE: N.T.S. NOTES: No. 597,18 1. SEE SHEET S-2 FOR GENERAL NOTES. 2. FIELD VERIFY ANTENNA DIRECTION. STATE 47 ZZ P dc Ile- ::z- 10 Nti THIS DOCUMENT HAS BEEN WET SIGNED AND SEALED BY BAKU PATEL,FLORIDA P.E.No.59718 ON JULY 9,2019. SCANNED IMAGES,COPIES,AND/OR FACSIMILES ARE NOT CONSIDERED SIGNED AND SEALED _ PALMER PROJECT DOLLAR GENERAL STORE 20360 ZEPHYRHILLS, FL bpiPROJECT NO. 19192 PECGA LLC dba Palmer Engineering Company SHEET NO. S-2 OF 2 3585 Habersham at Northlake,Tucker,Georgia 30084 CALCULATED BY MJJ DATE 07-09-2019 P:(770) 908-9908 F:(770) 908-9919 www.pecga.com FLORIDA COA No. 7331 GENERAL NOTES: 1) CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. 2) IF, AFTER EXCAVATION, THE CONDITION OF THE SOIL INDICATES A SAFE BEARING CAPACITY OF LESS THAN 2000 PSF OR OR A LATERAL PASSIVE SOIL BEARING CAPACITY OF LESS THAN 150 PSF PER FT., THE ENGINEER SHALL BE NOTIFIED AND THE FOUNDATION REVISED IF NECESSARY. 3) ALL CONCRETE SHALL BE NORMALWEIGHT (150 PCF) 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. THE CONCRETE SLUMP SHALL BE 4" TO 6". 4) STRUCTURAL STEEL DETAILING , FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF STEEL CONSTRUCTION" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 5) STRUCTURAL PIPE STEEL SHALL CONFORM TO ASTM A53 GRADE B. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 6) ALL-THREAD STEEL RODS SHALL BE Z" DIAMETER CONFORMING TO ASTM A307. 7) ALL WELDS SHALL BE MADE BY AN AWS CERTIFIED WELDER USING E70XX WELDING RODS. 8) THE ANTENNA MOUNT ILLUSTRATED ON THESE STRUCTURAL DRAWINGS HAS BEEN PREPARED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING CODE AND ASCE 7-10 BASED ON THE FOLLOWING LOAD CRITERIA. WIND LOAD ULTIMATE WIND SPEED 150 MPH (3-SECOND GUST) ASD WIND SPEED (SURVIVAL) 116 MPH (3-SECOND GUST) EXPOSURE CATEGORY C RISK CATEGORY I \\\\\ ,SH MTHESE DRAWINGS ARE FOR ONE ANTENNA TO BE INSTALLSTOREO �CENSF INSTALLED AT DOLLAR GENERAL 20360 NLY `Q)P�J 38965 COUNTY ROAD 54, ZEPHYRHILLS, FLORIDA 33542 No. 59718 REUSE OF THIS DRAWING IN ANY FORM IS STRICTLY PROHIBITED WITHOUT THE WRITTEN APPROVAL = �` r OF PALMER ENGINEERING COMPANY STATE OF �, 1 !!lliill z�4� THIS DOCUMENT HAS BEEN WET SIGNED AND SEALED BY BAKU PATEL,FLORIDA P.E.No.59718 ON NLY 9,2019. SCANNED IMAGES,COPIES,AND/OR FACSLVIILES ARE NOT CONSIDERED SIGNED AND SEALED MmAlft I ALMER Dollar General Store 20360 07/08/2019 ��®® ercineenno Zephyrhills, FL ® )� cciln.arpy Dollar General Store 20360,Zephyrhills,Florida Calculated By:MJ Checked By:BP The following analysis for the antenna mount was based on the loading criteria specified in the FBC 2017 and ASCE 7-10. 1.2 m antenna on free standing pipe mast and concrete pier Antenna and mount data d:= 1.2•m Mast height(above ground) h:= 8•ft Antenna and mount weight Want 60•lb Mast weight 4"std pipe(4.50"od) Wmst 10.8•plf Total weight Wtot Want+ Wmst'h Wtot= 146.4 lb Antenna height(above grade) H:= h H= 8 ft �r•d2 Antenna area Af:= Af= 12.174 ft2 4 Antenna shape factor Cf:= 1.2 G:= 0.85 Ultimate wind speed(risk category 1) Vint:= 150•mph ASD wind speed(survival) Vasd Vult' 0.6 Vasd= 116.19 mph Wind speed(operational) Vo:= 50•mph Allowable rotation Ra:= 0.15•deg Wind load Exposure coefficient(exposure C) a:= 9.5 Zg := 900 Z:= 15•ft if H < 15•ft Z= 15ft H otherwise 2 Z KZ:= 2.01•(Z ft) KZ:= 0.7 if KZ<0.7 KZ= 0.849 9 KZ otherwise Wind pressure coefficients Kt:= 1.0 Kd := 0.85 1 of 5 W&M Aft I PALMER Dollar General Store 20360 07/08/2019 OWMEN Zephyrhills, FL =1W cci�rpany ASD veloc�ity pressure q,:= 0.00256-K,.Kzt.K' . Vasd 2 qz 24.937-psf d - -PSf (mph) 2 V, q,,:= 0.00256-Kz-Kzt-Kd' - ,psf qz,= 4.618-psf (mph) ASD design wind load Fw:= qz-G-Cf.(Af+ 0.5.ft.h) F,= 411.3 87 lb Fwo:= qzo.G.Cf.(Af+ 0.5.ft.h) F,,= 76.1.83 lb Seismic load Exempt from Seismic Design perASCE 7-10 Section 13.1.4 Item 5.Mechanical and electrical components in Seismic Design Category A,B or C provided that the component importance factor,1p,is equal to 1.0. Short period design spec response acc Sds:= 0.072 1-sec period design tpec response acc Sdl := 0.055 Therefore,seismic design categoryA Component importance factor IP:= 1.0 Check stem 2.5"std pipe(2.88"od) I := 1.45-in 4 J := 2.89.in 4 Z:= 1.37-in 3 Yield stress Fy:= 35.ksi Q-.= 1.67 Modulus of elasticity E:= 29000.ksi Shear modulus of elasticity G:= 11000.ksi Stem moment MS:= F,-2-ft M,= 822.774-ft-lb Allowable moment Ma FY*Z Ma= 2392.715-ft-lb 52 Load ratio 0.344 <1.0 OK Ma Fw,.(2-ft)2 Operational flexural rotation R Rsf= 0.03-deg ST 2-E-1 Operational torsional rotation Rst Rst= 0.031-deg G.J 2 of 5 PALMER Dollar General Store 20360 07/08/2019 !)®lllllll encjine�Ezng Zephyrhills, FL ■ ®� Ccrr.rrrr Check mast4"std pipe(4.50"od) I := 6.82•in4 J:= 13.6•in4 Z:= 4.05•in3 Mast moment Mm:= F,•(h— 2•ft) + Ms Mm= 3291.096•ft•lb Allowable moment Ma :_ Fy•Z Q Ma= 7073.353 ft•lb Mm. • Load ratio 0.465. . <1.0 OK Ma, , — Operational flexural rotation FWo-(h— 2•ft)2 (FWo•2•ft)•(h— 2•ft) Rmf 2 E I + E I Rmf= 0.095•deg Operational torsional rotation Rmt Rmt= 0.02•deg G J Operational rotation Ro (Rsf+ Rmf� + (Rst+ Rmt� Ro= 0.135•deg Ro Deflection ratio 0.901 <1.0 OK RE! — 3of5 IPALMER Dollar General Store 20360 07/08/2019 �� enfin�arrg Zephyrhills, FL Embedment Program *User Instructions: P=applied lateral force(lbs) H=effective height(ft) b=diameter of caisson(ft) p=allowable lateral soil bearing pressure per foot of depth(psf/ft) q=maximum allowable lateral soil bearing pressure(psf) 1.Type in values of P,H,b,p,and q 2.Values are automatically computed for embedment and M d(P,H,b,p,q) := d <-- 1 e<- 0 while l d— el > 0.0001 CA <— 2.34• F if •d•p>q q•b 3 P A F 2.34• otherwise 1 — •d•pb 3 end 11 d <- 2.(1 +F1 + 4.36•AI _ Fw h P • lb P 411.387 H:= ft H= 8 Pier diameter,ft b:= 2.0 Lateral soil bearing pressure,psf per ft p:= 300_ Soil bearing pressure,psf q:= 2000 r 1.00•P• H+ d(P,H,b,p,q)� M 3 _ :_ 1000 Embedment depth,ft d(P,H,b,p;q) = 3.935 ASD moment,ft-kip M = 3.831 Load ratio M•ft•kip 0.542 <1.0 OK _ 4 of 5 ®M Aftk �� Dollar General Store 20360 07/08/2019 �M® engmeerinc Zephyrhills, FL ■ �'� c.;nL sny Embedment Program *User Instructions: P=applied lateral force(lbs) H=effective height(ft) b=diameter of caisson(ft) p=allowable lateral soil bearing pressure per foot of depth(psf/ft) q=maximum allowable lateral soil bearing pressure(psf) 1.Type in values of P,H,b,p,and q 2.Values are automatically computed for embedment and M d(P,H,b,p,q) := d 1 e 0 while l d— el > 0.01001 CAF2.34•gP if 1 •d p>_q q•b 3 P A E— 2.34 otherwise Fil) dpb e<— d rr d <- Z 11 + 1 + 4.36•A) Fwo h P := lb P = 76.183 H:= ft H= 8 Pier diameter,ft b= 2 Lateral soil bearing pressure,psf per ft p:= 150 Soil bearing pressure,psf q:= 2000 1.00•P• H+C d(P,H,b,p,q)� M :_ 3 1000 Embedment depth,ft c1 P H',b ASD moment,ft-kip M = 0.679 Load ratio M-ft•kip = 0.096: <1.O OK 5 of 5 Date: 5 2 19 To Whom It May Concern: License Holder: Steve Lott State License: ES-12000355 Firm Address: 4141 Mowrey Road,Wesley Chapel, FL 33543 Telephone Number: 813-907-8000 1 hereby authorize the following individuals to act as my agent in all areas of permitting and licensing procedure with the municipality to which this is presented. X This authorization is for sign permits at various locations and to register the contractor This authorization is for the following location: Charlie Buff Vince Evangelista Cindy Gould Edward Krauss Theresa Krauss Date 5/2/19 Signed: _7y—"'U Contractor CONTRACTORS SIGNATURE NOTARIZED: State of Florida County of Pasco Subscribed before me on this 2nd day of May .2019 by Steve Lott , who is personally known to me. Notary Signature 10 6A./o Commission Number �iPpV STEPHANIE ARCS %b,State of Florida-Notary Public =* *= Commission # GG 233648 My Commission Expires: =,�oFf�� My Commission Expires '„m,�� October 22, 2022 C' of Zet)hwhills City 1 3 BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: site: �/(S 619 uh ):2 9C1 Permit Type: Approved Who comments:El Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. 5-1 kaviff�t 'Iqhs Examiner Date Conkac%r and/or Homeowner (Required when comments are present)