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Home My WebLink About99-8923 BUILDING PERMIT ,. CITY OF ZEPHYRHILLS (813) 788-6611 Permit 8923 ~o Q Date /t} -.2-79 , ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D, # Water Meter: T.I.F.'s: Zoning: Descriotion of Work En~1de: ~ ./.,(q /I)/J~ Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinanceso DATE Inspector I c...L. . e 30,0 ~::,~ ~~r ~"nJ Company Addres~ CelePhon~#;) 7/5 - 7::5;)3 Valuation or 1t. 9 - c c) Contract Price ~ 0 6'- I ' City License Registration # ,.25' 91 State Certified License# F1roZ .4wm. ?l2oJd.)<!.T5" BUILDING E L E CT!.lJ.CAt --- PLUMB~-"" M[Cf'TANICAL Ftro Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25,001 shall be made for each trip for each trade: a, Wrong Address b. Condemned work resulting from faulty construction. co Repairs or corrections not made when inspection called, do Work not ready for inspection when called, e. Permit not posted on job site. f. Plans not at job siteo 90 Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning sameo Pl --1- l~lJJV4\NU~0 3lf'-fL 1M ,4Ll\c.H (n: iX2, 1F"'.,.~-'i-ii;;;l SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER VAL , ~ q5 "U 0tT1i~,.J o~ ""')Pu<:~""'f'4 c <U . . I BUILDING: :30,'ci.'-, ELECTRICAL: jJ / J4- t PLUMBING: MECHANICAL: RADON: CREDIT: i SEWER: f-Jh WATER: 1 TOTAL: --< I T.I.F'.s I ;J ~ --r:; rA-L- {/; 3 f'\, to ~ V _ u. I APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I ,".~~.0I II:) . 752 "1 ~~I~~ 1/ DATE RECEIVED !O II ~9 PLANS REVIEW FEE PHONE ;VIA- SUBDIVISION 6n~rClJd <jh/nie ~ IJP WORK PROPSED: ~W CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICEl o ADDITION DALTERATION o REPAIR o INSTALL Os I GN PROPOSED USE: ~GL FAMILY DWELLING o COMMERCIAL o MOVE o DEMOLISH DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL .~pd tfg SIj B- n /Yl.d ~ f)~ - ( p~ rt-alrU. ~) SQUARE FOOTAGE ~~ HEIGHT 7' BUILDING SIZE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~UILDING $ /09.5,oIJ PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK (]]./t'RAME o STEEL IIVOTHER ~ I u (Y) ,'n UrY""l FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO SIGNATURE COMPANY 11 TO 7 - f}Jwn~ ?raJU(t <) STATE CERT OR REGIST # - tJ70 CITY PROCESSING # :J~;;~ C" 2 " **********************************************************f**** * BUILDER ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL * * * * * * * ** * *.* * * * * * * * * ** * * * ** * * * * * * ** * * * * * * * * * * *** * ** * * * * * * ** * ****** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify 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. E. 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-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 *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: CONTRACTOR SIGNATURE: OWNER OR AGENT acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Owho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or Owho has produced (type and whoD did 0 did not of identification) take an oath. o who has produced (type of identification) and who Ddid []did not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped ~ I TI~ I'I.AN (RESID~rI^L USE ONLY) SEC TWP RNG SUBD BLOCK ill LOT nATE: j(j /01 /9Cj / ' PARCEL I.D. All drawings shall be drawn to scale or fully dimensioned for all parcels. loi 5,'z< ;;J (, x&() \:---: .) & I ) r~e u. (' 5'~ 5 j 'At. ,~[],ql r.,'~ fro Rv' "0 :A. ) (OP05f cI 0 I X J 'x ~) X; I S--'j,ecl - . ?OflC{ bIG .---- '-I walls ,- )tllOo ;} )< (!Is J=-!.9.0 r ~ ::/;< (/' - ) ~ II a G. KOD~- _54 /J-Iurn Pal? 5 +0 coole 8')( IDI- (jl/{)/)fl'" hQ'1/ ~ (?. o"-\-' i1is-k I: If ---!i.2' r..L , '.1 SHOW ALL EXISTING AND ~~~:~: STRUCT1:~ES ~~ENSIONS AND SETBACkS. ALSO, INDICATE ANY BODIES OF WATER, TREES (INCLUDING ~IZ:,IN~-i%~~ER, TiPE) , AND ROADWAYS (INCLUDING NAMES) ADJACENT TO TIlE PROPERTY. INDICATE TIlE SIZE. YEAR, AND NAME OF HOBILE; SUCR AS 12' X 60'. 1981. FLEETWOOD. ALL "EASEMENTS", "PROPERTY LINES". "RIGHT-OF'WAY". and "JURISDICTIONAL LINES" IlUst be shown on all site plans. DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. III ~ 0( z: o 0( o Ill: - - 0 ~ 0 ~ ~ . , .'! .. '; - - b b II) ~ II) ... ~ NOBILE HOhlE SET-UP rear (IISO') 50' 40' i ... HOUSE CONSTRUCTION rear (80') -I : "; -; Ealatill' '''.41 . .. ii ISO' ......."" ...a__ ."8" ....... s::J ~ ;u1:\ t.J ~ ...r.... (\) 0 P l ,) -0 + C ~ .D - ---.. (p V) --4 .Q.. o <t: >::> - (;) dX ~ d}x .'1 _lfJ ~ -- V) ::r- f'\) Q..- <2 o - o (\ SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildinas Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'-0" 4'-0" 102 M,P,H, 17 10'.11" 11'-2" 11',8" 12'.6" 13'.7" 102 MoP,H, 29 8'.5" 8'.7" 9'-4" 10'.4" 11'.7" 110 M,P,H, 20 10'.1" 10'-4" 10'.10" 11'.9" 12'.11" 110 M,P,H. 35 7'.8" 7'.11" 8'.7" 9'-9" 11'.1" 120 M,P,H, 23 9'-5" 9'.8" 10'.3" 11'-2" 12'-4" 120 M,PoH, 41 7'.1" 7'-4" 8'.1" 9'.3" 10'.8" 125 M,PoH. 26 8'.10" 9'.1" 9'.9" 10'-8" 11'.11" 125 M.PoH, 45 6'.9" 7'.0" 7'.10" 9'.0" 10'.5" 140 M,PoH. 32 7'.11" 8'.3" 8'-11" 9'.11" 11'-4" 140 M,PoH, 56 6'.0" 6'-4" 7'.3" 8'.6" 10'-0" 3" x 12" x 0,026" Riser Panels Open Buildings Enclosed Buildinlls Wind Applied Overhang Condition Wind Applied Overhang Condition Reaion Load NONE 1'-0" 2'.0" 3'-0" 4'.0" Rellion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" 102 M,P.H. 17 13'.11" 14'-1" 14'.6" 15'.2" 16'.0" 102 M.P,H. 29 10',8" 10'.10" 11'.4" 12'.3" 13',4" 110 M.P,H. 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M,P,H, 35 9'.8" 9'.11" 10'.6" 11'.5" 12'.7" 120 M,P,H. 23 11'.11" 12'.1" 12'.7" 13'-4" 14'-5" 120 MoP,Ho 41 8'.11" 9'.2" 9'.10" 10'.9" 12'.0" 125 MoPoH, 26 11'.3" 11'.5" 11'.11" 12'.9" 13'-10" 125 M,P.H. 45 8'.7" 8'.9" 9'.5" 10'.5" 11'.8" 140 M.P.H. 32 10'.2" 10'-4" 10'.11" 11'-9" 12'-11" 140 M,PoH, 56 7'.8" 7'.11" 8'.8" 9'.9" 11'.1" 3" x 12" x 00032" Riser Panels Open Buildinlls Enclosed Buildinlls Wind Applied Overhang Condition Wind Applied Overhang Condition Reaion Load NONE 1'-0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'-0" 102 M,P.H. 17 15'.5" 15'.6" 15'.11" 16'-6" 17'-4" 102 MoP.H, 29 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 110 M.P,H. 20 14'-2" 14'.4" 14'.9" 15'.5" 16'-3" 110 M,PoH, 35 10'-9" 10'.11" 11'.5" 12'-3" 13'.5" 120 M,P.H, 23 13'.3" 13'.5" 13'.10" 14'.6" 15'-6" 120 MoP,H, 41 9'.11" 10'.1" 10',8" 11'.7" 12'.9" 125 M.P,H, 26 12'.5" 12'-7" 13'-1" 13'.10" 14',10" 125 M,PoH, 45 9'.5" 9'.8" 10'.3" 11'.2" 12'.5" 140 M,PoHo 32 11'-3" 11'-5" 11'-11" 12'.9" 13'.9" 140 MoPoH, 56 8'-6" 8'-9" 9'-4" 10'.5" 11',8" Note: Total roof panel width = room width plus wall width plus overhang. .F.1i1~AIIl. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0,019" Riser Panels Open BUildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhanll Condition Region Load NONE 1'.0" 2'-0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P,H, 17 12'.9" 12'.11" 13'-4" 14'.1" 15'.0" 102 M,P.H. 29 9'.9" 9'.11" 10'.6" 11'.5" 12'.7" 110 M.P.H, 20 11'.9" 11'-11" 12'.5" 13'.2" 14'.2" 110 M.P.H. 35 8'.10" 9',1" 9'.9" 10'.8" 11'.11" 120 M.P,H, 23 10',11" 11'.1" 11',8" 12'.6" 13',7" 120 M.P.H. 41 8'.2" 8'.5" 9'.1" 10',2" 11',5" 125 M.P.H. 26 10',3" 10'.6" 11',0" 11',11" 13'.0" 125 M.P.H. 45 7'.10" 8'.1" 8'.9" 9'.10" 11',2" 140 M.P.H. 32 9'.3" 9'-6" 10'.1" 11',1" 12'.3" 140 M.P.H. 56 7'.0" 7',3" 8'.1" 9'.3" 10'.8" 3" x 12" x 0.026" Riser Panels Open Buildings Enclosed BUildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'-0" 3'-0" 4'.0" Rellion Load NONE 1',0" 2'.0" 3'.0" 4'-0" 102 M.P.H, 17 16'.2" 16'.3" 16'.8" 17'.3" 18'.0" 102 M,P,Ho 29 12'-4" 12'.6" 12'.11" 13'.9" 14'.9" 110 M,P,H, 20 14'.11" 15'.0" 15'.5" 16'-1" 16'.11" 110 M,P,H. 35 11'.3" 11'.5" 11'.11" 12'.9" 13'.10" 120 M.P.Ho 23 13'.11" 14'.0" 14'-5" 15'.1" 16'.0" 120 M,P,H. 41 10'.5" 10'.7" 11'.2" 12'.0" 13'.1" 125 M,P.H. 26 13'.1" 13'.2" 13'-8" 14'.4" 15'-4" 125 M.P,H. 45 9'.11" 10'.1" 10'.8" 11'.7" 12',9" 140 MoP.H, 32 11'.9" 11 '.11" 12'.5" 13'.3" 14'.3" 140 M,PoHo 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11" 3" x 12" x 00032" Riser Panels Open BUildings Enclosed Buildinlls Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'-0" 3'.0" 4'-0" Region Load NONE 1'.0" 2'.0" 3'-0" 4'.0" 102 M,P,H. 17 17'.10" 17'.11" 18'.4" 18'.10" 19'.7" 102 M.P.H. 29 13'.8" 13'.10" 14'.3" 14',11" 15'.10" 110 M.PoH, 20 16'.6" 16'.7" 16'.11" 17'.6" 18'.4" 110 M,P.H. 35 12'.5" 12'.7" 13'-1" 13'.10" 14',10" 120 M.PoH. 23 15'.4" 15',6" 15'.11" 16',6" 17'.4" 120 M.P,H. 41 11'.6" 11'.8" 12'.2" 12'.11" 14'.0" 125 MoP,H. 26 14'.5" 14'.7" 14'.11" 15'.8" 16'.6" 125 M,P,H, 45 10'.11" 11'.2" 11'.8" 12'.6" 13',7" 140 M,P,H. 32 13'.0" 13'.2" 13'.8" 14'.4" 15'.3" 140 M,PoH. 56 9'.10" 10'.1" 10'.8" 11'.6" 12',8" Note: Total roof panel width = room width plus wall width plus overhang, SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE . . . ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 w ~ o :c w ...J co o ~ C> z i= en X w PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE P.T. OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S,P,F, (MIN.) SHEATHING: 7/16" O.S.B, OR 1/2" PLYWOOD WI STUDS 24" O,Co OR STRUCTURAL GRADE THERMAL PLY WI STUDS @ 16" O.C, 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4,112" CONCRETE ANCHORS @ 4'-0" O. C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" Q,Co FOR MASONRY OR #16d COMMON @ 16" OoC. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M,S. FOR 1 x 2 ALUMINUM OR #10 x 3-1/2" S,M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ, FT. FLOOR AREA GREATER THAN 200 SQ, FT, USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0" 1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O,C. EDGES AND 12" O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B. TOE NAIL #8 COMMON 2 SEE CONNECTION DETAILS (SECTION 7) ~ w ~ o J: w ...J co o ~ C> z i= en x w SEE CONNECTION DETAILS (SECTION 7) ....... 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN W1' VARIES- FOR FRONT BEAM USE L = WI 2+0VERHANG Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4n4 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE PAGE 55