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Home My WebLink About22-4117Name: CONNIE DAMBRA Address: 4722 Charter St 14 26 21 0270 000000400 Phone: WITMbg, FL 33542 City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 BGR-004117-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/14/2022 4766 Charter St 14 26 21 0270 00000 0400 Permit Type: Building General (Residential) Class of Work: Shed Building Valuation: $9,125.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $9,128.00 Total Fees: $135.00 Amount Paid: $135.00 Date Paid: 6/14/2022 3:22:09PM Forel H 01 H A HT -Al X tMV-A "',"K . . . . ........ REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PIE- �TO :2:20607 4011111IM:2*01 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Ph®� Contact for Parmiffino If q 0 1 1 —;L, T�J 0 Owners Name Owner Phone Ngmber I t o Owner's Address Phone Nu m'ber Fee Simple Titleholder Name 411 K Owner Phone Number Fee Simple Titleholder Address 3 3S-Zl. JOB ADDRESS LOT # SUBDIVISION PARCEL ID# lq-26-al -C)3k!?0 -00060-6LM (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED N1W CONITR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL 6L*111;[*T*1 =ill i� III I BUILDING IN� G =ELECTRICAL =PLUMBING =MECHANiCAj ;Lob Za, I.II,, 10 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION =GAS = I ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES ------ IN RIME; 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 I Service Upgrades A/C Fences (Plot/Survey/Footage) NOTICE F 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 RESPONS1 iLiTl . : 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 RESOURCERECOVERY FEES:ES: 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 AFFI AVIT: 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 C NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO TAI FINANCING,CONSULT TOR I2R LENDER OR AN ATTOR EV BEFORE REQRING YQLIR N OTICEF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR �ra Subscribed and sworn to(oraffirned before me this Subscribed and sworn to r affirmed)before met is Who is/are pe flown to or as/have produced Who is/are erso a Tg nown to me or has/hay roduced as identification. as identification. Notary Public ,� JACQU NE E0GE ' °` Go siofl .p: Comt a' lion o3 ' . m k O TF....Qt� fil< err t , sG�d�rhu ec�m �p Name of Nota Name of Notary typed,printed or staR� r�,. have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is'desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the Mllowing conditions: OWNER'S SIGNATURE ADDRESS 4-712- PHONE DATE I/Masterforms/OwnersAffidavit/NovO7 a m UJ JZ 91 cr- cc C—AVENUE S, Wt4'30'W. M20 (F) & WOW% 77.00 (0) 0 Z SOM VW LLW of AW LJ -,!Illy W 3: cl 0 2R 0 m com di 0 W _j ice,< uj Z 0 z m FAX $16 WON uj 0 rW z < 0 i % t k tz r st "N'BOUNDARY SURVEY SM. ftO&W or "laa v D*w oz gor yowgwffws of zem= wdrig= ftoft lea Jenkins & Smit SURVEYING AND MAPPING 190D WNWAY 41 C SIHM I J I LAKE FRANCISCO PLAZA - WrZ FL 3350 (0131 W-9666 OR M-NOS - FW813) P.C, At Sftkt o q703-g4- an" a f � OP I NF A P�, A,,,,'# A D-S"DI, U� LIFY '�O "' ff-,10� 14 V �17 A PPROVEI,'--� 0 A, 8'-6" TO 16',0" 'KIDS NOT REQUIRED NO 1 O'WIDE BUILDINGS CARD TO MATCH FLOOR JOIST EN TO FLOOR JOIST PER ENING SCHEDULE P.T. 4x6 SKID (TYP ) K6 P T, SYP NO2 AT 12'O.C. FOR F WIDE SHED X6 P.T. SYP NO2 AT 16'O.0 FOR S WIDE SHED WDE) 2"0 C REQUIRED FOR ALL BUILDING WIDTHS ,FLOOR AREA SHALL NOT EXCEED 719 S F. (2) 2X4 Wl 1/2'PLYWOOD BETWEEN PLIES HEADER OVER DOORS AND WINDOWS (TYP.) (SEE STOR-MOR CONSTRUCTION MANUAL) 6'-W TO 16-T— A A-- VARIES COLILAR-TIE (SEE TRUSS DETAIL) F. MIN mq lITA I I m N c m 202 i 03- 01? ' Op , 1`46 E N r'v, F-I,R:G A P P,,,D VAL F i# A r" a..- Iff I- ff Y 20 - NO " H VPP RO VP) ROOF TRUSS PER DETAIL SPACED AT 24'0.C. MIN )ER SPACED AT 16" O.C. MIN -OP PLATE PER WALL SECTION L; u z RACINGATY, OFSPAN REQUIRED FOR ROOFS 4 SHALL HAVE (2) 2XI!s FOR MTH (1) 2X6 RESTING ON u BOTTOM TTGM CHORD ON ,11 TRUSS A, — 8'-0"TO \'(2) 2A4 STUD COLUMN IN EACH CORNER. 2X4 SOLE PLATE iR DOUBLE STUDS EVERY 4- (TYP) 0 0— SEE SHEET NO, I FOR FASTENING SCHEDULE (1) KING & (1) JACK STUDS EACH SIDE OF OPENINGS (TYP 2X4 STUDS SPACED AT 16'O.C. IF N z in SIDE UTILITY FLOOR PLAN N.T,S ^FLOOR AREA SHALL NOT EXCEED 719 S.F. END WALLS MAY EXTEND TO EITHER THE INTERIOR OR EXTERIOR OF THE SIDE WALLS FRONT ELEVATION ""') 11110422410*T1vfro�� TO ATWIll Ky a 11 a INTr=aIUPi i'Ll I SIDE UTILITY ELEVATIONS N,T S FQ maw E5 7698 2012 i 03-09 T O. - ill�'-' FIN 'VNE R I NG A P' RO VA� '11, A AC, 2,() j-' — 1 N'C',H /HZ APPROVED A TOP LINE ENG1NEER1-NG,-LLC TLE STRUCTURAL ENGINEERS Y Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Lifetime Storage Solutions Plan # AD -SIDE UTILITY-20 Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 71h Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61 G20-3.006 (FACI A All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. If you require my assistance in any way, please do not hesitate to contact me. Respectfully,1 I �,%lliam E. Neary,mi Business Partner Top Line Engineering, LLC BILL,TLEC4,vahoo,com *** Please nore: Any questilons regarding local permitting should be directed to t1he Manufactwier., The Manufacturer's contact information can be found in the title block ofthe plans. 10649 Oakview Pointe Terrace * Gotha * Florida 34734 * Phone 407- 421-4O)_,V7_* Pr-oj�e-cds.TLECci?yaho-o,c—ot-r) FL Cerfificate of Authorization a1785 SN.EET SHEET TITLE - _ ,,.r2_.,.._ GENERAL NOTES _ T FP.<tNilh'G FLANS - E OUR 3 'LOOP PLAN & ELEVATIONS a.GF - o11—-- sol—Foor REBUKE T-10 DETAILS .,.J.i =t,.ulE'93 CTi Y.cR'tn SECxC_,V CENERw. N'�TGe y CRITER(F Ip EO SYPNOFk9£ _ EVG .. DF6i Orvi 2020 PC1A:9k EU%4111N1o6£i 1.....rv.61i.niri5 CIAN— C.a D_9 CN Ua96Piu0P�D atE, CR„I A BJ'LU'rv. lD EF art n1IU RE6 C L-Cl 6f+EGF CIT rN6 TC. '"„TUNES. d eCtB wx s:L 6_fiiGN 6FlECF CnT ON69U Nll UC66LBI"TD /+RE aRODUGT nPPRuvEB nNI, CNV _E�86 T 0.aROJED .. hi Q41]OJ FUR AN a LCETn L_Y.. s. �.Y...EMOR LbNS RVC oN MA' h ..6 F ..ERE /rZE aNVDBGREPaYC __ TH I,C STUR llR COMB. RUC'. NnNt,AL, f1-66Nh'.... o1'ROL K0T APfIR0V16 F68 HVHZ. j T€_E P - :� kY'u sfxc 5s-�Acrs. ez ze;c: e r" T' €rts "sr�tt T' szr ems` ay c,.£rsc`rx, s,,Saca dsb_rTzrPrzfton -cr be fo�nd IN She fKft b,1., k rye the z,ec, a. .;t"lI 19 .... ems,_-J1 kr',''.,,VA =1 �0AD ,.H p P,..0 V_., � _NiNa 5CHTGl�LE :svn o%ns de lace tf mbosr�l xe, FBoa.n it rm ,. resWn11 IN am enC x.;. .0, nanx 2 1111, 1121 d,. E..s. ?..R.t aol Roal srmam ,. g 1V.1HI b,a„e g'enun s oan wo na aon ea.... s.a o. - "R- p ie.o�o(sneelM1ntl. n M1n (n tl.b ocalb .¢aam. or Oa 3 '6_vE ¢jE �i nae :i 7698� GENERAL NOTES OESIGN CRITERIA 1.0 REFERENCED STANDARDS 1A DESIGN 1.1.1 THE FLORIDA SUILDINGCODE, 7TH EDITION (2020), BUILDING 1.1.1.1 BUILDING -CHAPTER 16 1.1.1.2 THESE PLANS EXCLUDE MIAM!-DADE COUNTY 1.1.2 2018 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION DESIGN CODES AND GUIDELINES. 1.1.3 2018 NATIONAL DESIGN SPECIFICATIONS SUPPLEMENT FOR WOOD CONSTRUCTION DESIGN CODES AND GUIDELINES. 1.1.4 PRODUCTS SUBMITTED ARE PRODUCTAPPROVED AND CAN BE SUBSTITUTED WITH PRODUCT APPROVED EQUIVALENTS. 1.1.5 REFERENCE STOR-MOR CONSTRUCTION MANUAL (2020) FOR ANY ADDITIONAL DETAILS NOT SHOWN IN THESE PLANS. 1.15.1 IF THERE ARE ANY DISCREPANCIES WITH THE STOR-MOR CONSTRUCTION MANUAL. THESE PLANS SHALL CONTROL. 2.0 DESIGN LOADS 2.1 DEAD LOADS: 2.1.1 FLOOR DEAD LOAD = 3 PSF (NOT INCLUDING FLOOR JOIST SELF -WEIGHT) 2.1,2 ROOF DEAD LOAD = 4 PSF (NOT INCLUDING TRUSS SELF -WEIGHT) 2.2 LIVE LOADS: 2.2.1 FLOOR LIVE LOAD: = 40 PSF 2.22 ROOF LIVE LOAD: = 20 PSF 23 WIND LOADS: PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CHAPTER 16, LATEST EDITION 22 1 DESIGN WIND SPEED: Vuit= 160 M.P.H. Vasd = 124 M.P.H. 2.3.2 IMPORTANCE FACTOR = 1,0, CATEGORY 1 2.3.3 EXPOSURE CATEGORY =C 2.3.4 INTERNAL PRESSURE COEFFICIENT =+/- 0.18 ,I 2.3.5 BUILDING TYPE =ENCLOSED V 3.0 ANCHORAGE DETAILS SHOWN ON THIS DRAWING ARE FOR STOR-MOR PORTABLE BUILDINGS ONLY. GROUND ANCHOR SCHEDULE MODEL#/PART# DESCRIPTION[11 SOIL CLASS 59080159081 48" x 5i8" ROD WITH (1) 6" HELIX 4A 59085169094 48"x 314" ROD WITH (1) 6" HELIX 4A 59250/5925OG 36" x 3/4" ROD WITH (1) 4" HELIX, AND (1) 6" HELIX 4A 59128/59128G 42" x 3/4° ROD WITH (2) 4" HELIX 4A 59086/59086G 48" x 3i4" ROD WITH (2) 4" HELIX 4A 59099 60"x 314"WITH(1)7°HELIX 46 (1JANCHORS SHALL USE 17 Yz" STABILIZER PLATE OR ASS STABILIZATION PLATE. GROUND ANCHOR QUANTITY SCHEDULE SHED LENGTH (FT) TOTAL # EA SIDE 10-12 4 2 14-20 6 3 22-28 8 4 30-36 10 5 38-44 12 6 46-50 14 7 52-58 16 8 60 8 9 0,035" MIN x 1-114" x T-0" GALVANIZED FED. SPEC. QQ STBI-H (TO BE IN CONTACT WITH SKID) TIE DOWN ENGINEERING -- DOUBLE TENSION PART NUMBER 59100. BUILDING SKID REFER TO BUILDING PLANS FOR SIZE, LENGTH, AND 45° MIN LOCATION STRAP TO SKID DETAIL SEE STRAP TO SKID DETAIL 45° MIN P.T. SKID FINISH GRADE — _ -- HELIX ANCHOR DETAIL 1' FO FO FO FO 1' O O O ANCHOR SPACING Ir