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Home My WebLink About04-2899 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 2899 Permit Number: 2899 Permit Type: SIGN Class of Work:' FREE STANDING SIGN Proposed Use: COMMERCIAL Square Feet: Est Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Wor Desc: 2,460.00 4/05/2004 Name: KNOWLTON, DANIEL A. 105.00 Address: 5938 7TH ST 105.00 I ZEPHYRHILLS, FL. 33542 4/05/2004 I Phone: -~~-~~._-._---._--~~-.._--~-.._-~-- POLE SIGN AND 2-SETS CHANNEL LETTERS Address: 5938 7TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 11-26-21-0010-00300-0050 I , I - -REINSPBrnON FEES: When extra illspectiontripsare necessary due to any-one" of the following- reasons-;a charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade: (a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when inspection called (d) Work not ready for inspection when called (e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warnil,itoowner:--Your failure to.recordanotice ofcommencemenimay result in your paYing twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." - .------------- -Complete Plans, SpecifiCations ancfFee Must Accompc:my -A-pplication;---- _ ,_. __..___ . __ _.,,__~lJVork shallbep~rformed inaccC?rdall_~_"':'!~c::i~c::ode~_Cl..'!d_Q~(jinal1ses,__ NO OCCUPANCY BEFORE C.O. u_ -_ --~1~ ~-_~_- - - - -- --& ------- )q- CQNTRACTOR SIGNATURE PERMIT OFFI I , CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8TH St, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECE IVED PHONE CONTACT FOR PERMITTING r;?13, !r;Cf{)- /0 '33 OWNElR.' S NAME Dan JOB ADDRESS 5c;ag kn nil) ItoN 7M ~C'd PHONE ?/3 - 723 -//109 1 cplltj rA,I/$ / Fl. ,3354~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARC~L ID # WORK PROPSED: (JNEW CONSTRUCTION ~IGN (OBTAIN FROM PROPERTY TAX NOTICE} (J ADDITION (J MOVE (JALTERATION (J DEMOLISH (J REPAIR (] INSTALL PROPOSED USE: (JSGL FAMILY DWELLING ~MMERCIAL (JMULTI-FAMILY (J INDUSTRIAL (J# OF UNITS (J SWIMMING POOL (J MOBILE HOME (J OTHER DESCRIPTION OF WORK I n S/f1 j I 5 ( -/ BUILDING SIZE 0 )c J 4!:J c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL (~) f)O/"- Stgn Ctrd (~) .sc?15 ~(}~I /cJfey.s I . SQUARE FOOTAGE 1, ~!50 I HEIGHT RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS CO~RCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. & (1) SET ENERGY FORMS. FORMS. " ~ILDING lLYELECTRICAL $ J400 fJ- :}D PERMITS REQUESTED ).?{?9 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE (J FLORIDA POWER (J W.R.E.C. (] PL~ING (] MECHlNICAL $ VALUATION OF MECHANCIAL INSTALLATION (] GAS (J ROOFING (J SPECIALTY (J OTHER TYPE OF CONSTRUCTION: (J BLOCK (J FRAME (] STEEL (J OTHER FINIsaED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA(] YES (] NO SIGNATURE ~!\A i A iJJt C()N~c:.:~;R.',.SECTION COMPANY DOL!!) la \ FlttJnc i Tn v STATE CERT OR REGIST # fQ DOO;<56:?, BUILDElR ****************************************************************** SIGNATURE ~~ COMPANY )) ()(10'CLq STATE CERT OR REGIST # rJerm0 )-;:Nu , ECOOO:J5Jd.. ELECTIhCIAN I . PLUMB~ ****************************************************************** COMPANY SIGNATURE STATE CERT OR REGIST # I . MECHAmCAL ****************************************************************** COMPANY SIGNATURE STATE CERT OR REGIST # ***************************************************************** OTHER COMPANY SIGNATbRE STATE CERT OR REGIST # ,'"', . --+-- . -"""1 . \ A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restriction~" whiGh 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, 813-780-0020. 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 indica~ion 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 fora 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". fJiv,L:k SIGNATURE: OWNER OR AGENT STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged ,20_ (name of person acknowledged) Dwho is personally known to me, or Dwho has produced (type and whoD did D did not of identification) take an oath. Signature of person taking acknowledgement Name typed, printed or stamped SIGNATURE: CONTRACTOR STATE OF FLORIDA ~ r eo COUNTY OF r V\...\::) The foregoing instrument w~Wledge~L~ ~~forf.<~h:s ~~St~aHf" . - ~. ,20 u:r (name of person acknowledged) [1ho is personally known to me, or ~ho has produced~"'L L3tlD...~--fCfrO type of identification) id not take an oath POWER OF ATTORNEY Data: .3 - :;3 - oif 1 hereby naae and appoint Rc-nc LD.f+ or .5' feve".- L off of _ to be lllY lawful attorney in ~act to act foX' .. and apply to t.h~ ~ u F Z ... f J:j vh,j 15; Bulld1nq Departllent ~or a . S 1.3 t1 _ })Crait tor work to b. pertoraed at a location described as: soction Townahlp Jttmc;Je Lot Block. Subdivision I< 1-- j( (] I a~s. TN ~ ,SQ3<6 _ tih Sf. . ':,J ./' (Adclre8.f{ of Jab) . .J /1n t'1l()lJ.llh'n - ',--S'Qrt1(-" o.~ a.J:::>OV6 (Owner of Property and Address) >>"pJYl'h' //~ , 33572. . i . Ai-"..:#:- ~C ') l:~':-J ,.:1J1_-=--2.Q.Q~_::J~ ~ Tho forogoiD9' iDiltruaent was ac:knovledcJ_ :before .. thi.c .:iJ~Q!j by 1~_~~_~C_~~Uj(~'S . who i~o _/'10111.8 ,.ed.._-12 ... 1<:n...Ut'i..:4tleft And wbo did not tako oath. Stato o~ Florida . Count.y of -fa }rl'\ Coamission f ' ~SL'~~~(~lA.I (Notary) My Co.-ission Expires: 1/92 ~~~~~ EUSSA ST. ClAIR i*f :~ MY COMMISSION # DO 287923 ~:r......~i EXPIRES: Feblllaly 6. 2008 'P.r..l1\" Bonded 1lvu Notary PIJblic UndetwrtIora 2.d 22S8-8pS-Et8 1iU'IS ~I:I~ Date: zI/? /0 y Pmperty Owner Namc:__ Y€f' t:- 64~5 AcIcInai:_. $ .3 f'~, _ ]T!:l ST ~'14J(,1Is J....1-n L. - ])f1n_ KnoaJ/kN - ~- { 3~.;;;v2- RE: k 1- J< q I a 55 'to Whom it may COftCCtl\: As (owac:r) (agent for owaer) or die abowe properly. I .put permission fur Robert E. DaugI8s Ie iDstaU sipap fOf" the above m~ job Iocatioa. Robert E. Douglas and/or his agentS arc auaborized to secure Lhe oeccssaty pctaUt!I'Or the flo~~. x~- PriD1edIWDC ilil1l~ I 4-/~o.-.J/~" Title .p~ ~d., ",-f____..._._ Sweor ho,c..t: 1)# County of '2 C D The fon:going illSlnuneat was lICkaowlcdp bcCan: me OIlIbi.s~dIty of W ~ ~ :;y~ ~V~/7v~ Whoi~meorwhobas produccd-- ~~ ..--.........-.-. Si_oK_ ~ _---:-~N- Print&xlume C'A notary . EIZ ~ f1 ~ ~ ~,~~:';j:"", Derek Hormeson f~A:l!':t1... MY C"" ..""~V>>J # Crn9837 EXPIRES ..*. .....:. \.JffRVII~' ~ : i Sep1embel' 24, 2004 ~';:'.... rpj BONDED THR\.IlllOY FAIN INSlIlWlCf. IHC. ~',P.f'l~\' I . d 22SB-B"S-EIB ~U~JS I::ll::ll::l J:btJ6U~ ~CJCc. IIVC. "5 l ~'" lr{YMYT7i~r-J -. . - ,~-- - --~ :)0 ..-----::- '.'~ ~ tn.c::- oc-= .....G.c..::::- ~)_:~;r "JH--'--U.::.1... ~ ;~Li:.:~ 70. c.;:. 1/ (0:;- r Q.:;~ ~-r Jd-L .. ,.----.-.-- --------- ," o.t; s~- .-.~~:..::..~- .-~c.::::..:.:..:lc:.:.:_ ._:J.L~L -=:":Ut -=:11.-::: ::...:;mt::~.,,, -~ =::a.-:: ~z CDO =;::t. (\ ~=r g "'- ~ .- [ 0 _. . I om 0 .....J =- \l CD so Di ... ~ VI --v ~ .... ~ r - ~ 0 ::s (J ~ \A t 1,./ v'\ ,...p J' . (\ i:~ ...... ct: x- c" t:R -('\ ." VI;:) .... ~ fn.~",,~~. o ( "T1 .( t:3 C) ( ~ 0 0 ~ Zo ~. ::> tj r t-, m t FJI. ( m 5~ ~ S'~ ~~~ 5~ ~~r f -g c: ('\ ... g t ~ -- - (l\ '0 O_ S" .... . '" .Ilo ;:;:. t..C: ~ ;:> ~ .. Robert W. Wall. PE 46021 Architectural Services And Engineering. Inc. EBO 7882 24710 State Rd 54 Lutz. FL 33559 Phone: 813-948-2812 '7{t1[~ g ~ :: .::) \/) :::. o cs-- PE 46021 Robert W; waAII'nd Engineering, Inc. I Services A1thitectura EBO 7882 FL 33559 : 2471 0 _~tate R~i ~~9~~~~e~? \ -- o N'\ \ ~{rz(v1 , Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Lott Sign Service K&K Robert W. Wall Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 tt '^....""I...I'.....,.W."'......'....."',',"'..d'.', '.'.>.'.". "".d..'... '. "".""..'. '.'. "'. "', 't'.','..2....0'...0.. ...1.. ,M,.."......,..,.....'n..,/.$C?~.."..~ro~r...........,..,..,...'..,..'. '.'.. .h'Pfj(.f~...e4ilqjfl9.~P9~....y'....,.".... . Wind Pressure (WP) Shape Factor (SF) 37.848 pst 1.5 Total Pressure = WP*SF 56,77 pst Letter Height (in) Letter Width (in) Oft o tt 30 in 90 in Number ot Bolts 4 Shear Value Tension Value 443 Ibs 610 Ibs Area 18.75 sqft Shear per bolt Tension per bolt = Area * 10 pst =Pressure * Area 46,88 Ibs 266.12 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value ISolt Vallue 0.54 < 1.00 O.K. Use 4 - 3/8" dia. thru bolts with a minimum 2" square washer into structural 2x4 wood backing for raceway sign. All wind loads are designed per ASCE 7-98. ~ '7(17(~ . Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax (813) 949-2016 Name: Project: Lott Sign Service Glass Robert W. Wall Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 ft ~.ttli.rJ~....HB~9~m~~t...?QQ1........... tJ9t'i~~~Yil~ing(pqq~> ...... Wind Pressure (WP) Shape Factor (SF) 37.848 pst 1.5 Total Pressure = WP*SF 56.77 pst Letter Height (in) Letter Width (in) Oft Oft 30 in 150 in Number at Bolts 4 Shear Value Tension Value 443 Ibs 610 Ibs Area 31.25 sq tt Shear per bolt Tension per bolt = Area * 10 pst =Pressure * Area 78.13 Ibs 443.53 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value ISolt Value 0.90 < 1.00 O.K. Use 4 - 3(8" dia, thru bolts with a minimum 2" square washer into structural 2x4 wood backing for raceway sign, All wind loads are designed per ASCE 7-98. <d v V '~z (\ N <DO ~ '""'- =;:1. c - u:r 0 -.J ~ e," ~ =- -~ CD ~ ~ Di b ~ ~ ria f/ - 2:\ 0 v ::s ~ ...,;) VI -.f'o, VI , ...." .l' , [ "'t. ~ ,-' (\ ~~ ...... ~ .... ~ . S'&= CPo !:~ :~ .... ;::> ~ '"'~.J> O~r ~o<::: tT1~~, . c5 ~~,~ c3 ~ o en z8::r: :;~?iS~ ~ rn C/.l n ' >=<r:"o r, rn r <.. ~S39--a @~~5 z8p::.:, ~~~~ Mc;'9r '" 1 ~ ~ ~.' r- - '^ O~ (\ ;::> ~ t f\ '0 S"' .... Il' ;::> ~ . W Wall PE 46021 . ' Robert: And Engineenng, Inc. Architectural ServIces EBO 7882 24710p~~~~:~~~~9~~~:1~33559 . -?{t1{1 Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Lott Sign Service K&K Robert W. Wall Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 ft Il.il~III~II~~i~I~~i~ili:!: Wind Pressure (WP) Shape Factor (SF) 37.848 pst 1.5 Total Pressure = WP*SF 56.77 pst Letter Height (in) Letter Width (in) Oft Oft 30 in 90 in Number ot Bolts 4 Shear Value Tension Value 443 Ibs 610 Ibs Area 18.75 sqtt Shear per bolt Tension per bolt = Area * 10 pst =Pressure * Area 46.88 Ibs 266.12 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value ISolt Value 0.54 < 1.00 O.K. Use 4 - 3/8" dia. thru bolts with a minimum 2" square washer into structural2x4 wood backing for raceway sign All wind loads are designed per ASCE 7-98. ~ '7{17{~ Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax (813) 949-2016 Name: Project: LoU Sign Service Glass Robert W. Wall Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 ft IUli.D~~9~~~.OO~~~~991: ttqtlg~~4!l.q!ng~p~~> Wind Pressure (WP) Shape Factor (SF) 37.848 pst 1.5 Total Pressure = WP*SF 56.77 pst Letter Height (in) Letter Width (in) o ft Oft 30 in 150 in Number of Bolts 4 Shear Value Tension Value 443 Ibs 610 Ibs Area 31.25 sq ft Shear per bolt Tension per bolt = Area * 10 pst =Pressure * Area 78.13 Ibs 443.53 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value ISolt V~lue 0.90 < 1.00 O.K. Use 4 - 3/8" dia. thru bolts with a minimum 2" square washer into structural 2x4 wood backing for raceway sign. All wind loads are designed per ASCE 7-98. ::: .~ \/') ::.. o ()-- I PE 46021 Robert w: waA'. d Engineering, Inc. I Services n Arthitectura EBO 7882 FL 33559 St te Rd 54 Lutz";04? 24710_. a Ai 'l.9HL.,,_ ".. \ -- o N"\ , ~{(l(v1 COI\/lPANY: Lott Signs PROJECT: Pylon o c\, o 00 <? I' Architectural Services & Engineering, Inc 24710 State Road 54 EBO 7882 Lutz, FI 33559 Robert W. Wall, PE Fla 46021 12' - 0 " Area 1 Sample Calculations Wind Load = WL WL = Ct . WIND kst WL = 1.2 . 2.05 Force = 2.4655' 144 Force = 3.5504 kips Zreq = Moment . 1 2 tb . NC Area 2 Area 5 fb ,= 21,0 ksi for Steel pipe tb = 27.6 ksi for Steel pipe fb = 19,0 ksi for Aluminum LDF = 1 Zreq = 21.30' 12 24 . 1 . 1 Zreq = 10.65 in3 '1 Q' ~~~" ASTM AS'gES/(33Pipe .8 in3 > Zreq = .!.?e~ ill3 Area 6 12 "x .5 " ASTM A53-S/B Pipe '} Zact = 56.7 in3 > Zreq = 52.8 in3 Concrete approx. 2.5 cu. yds Concrete is 3000 psi at 28 days Wind loads - FBC 2001, ASCE 7-98 .:.:.:.:.:.:-:.: :i]iiif: .....,.,......'. 72ujpJlt.f!J\D 2 q t f ftiLu-Jf~ ~ ' - 0 " x'3! - 0 " WIND - ASCE - Exposure B - 130 mph Cf Wind AREA ( sf) (ft2) 20.55 144.00 18.77 0.67 17.96 40.00 17.96 1.00 17.96 32.00 17.96 8.00 225.67 1.00 2.00 3.00 4.00 5.00 6.0 TOTA S 1.20 0.70 1.20 0.70 1.20 0.70 Steel - AISC-ASD Ninth Edition Soil bearing capacity 2000 pst (2 kst) y FORCE MOMENT Z REQ (ft) (ki s) (k-ft) (in3) 24.00 3.55 21.30 10.65 17.50 0.01 24.86 12.43 15.00 0.86 40.82 20.41 12.50 0.01 45.25 22.62 10.00 0.69 64.36 32.18 4.00 0.10 105.76 52.88 5.22 MEAN SilGN HEIGHT (HB) = MOMENT AT GROUND CHECK /tOOTING TOTAL FORCE Pallow:d S * b * d ^ 2 2.37 * d + 2.64 * HB P allow l= 2.5 * 3 * 7.5 ^2 2.37 * 7.5 + 2.64 * 20.2 105.7 k-ft 5.224 kips = 20.2 ft b = width of footer (ft) d = height of footer (ft) 5.92 (kips) > 5.22 (kips) is O.K. DATE ::1'i/ J!';/'~ nl. APi i;~VW .~-s ALL WORKSliALLCG.v, 'LY WITH ALL PREY AlLJNG CODES. FLORIDA BUll.Dll\~ CODE. NA 110NAL ELEC1R!C CODE N\" C!TYOFZEPIf\--:-"" r-0"'''''''",.,,:_~_ fYlO )a.CT ItPf Jl\r1fM (In.1 ~ Y' 1',:;, 4t&tUr:~tU u'-'