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HomeMy WebLinkAbout06-6093 ,I CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6093 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: 1,327.50 Date Issued: 9/28/2006 Total Fees: 52.50 Amount Paid: 52.50 Date Paid: 9/28/2006 Phone: Work Desc: NON -ILLUMINATED LETTERS ON SLOG 6093 SIGN WALL SIGN COMMERCIAL Address: 38101 5TH AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 11-26-21-0010-15800-0130 Name: LYKINS PHARMACY Address: 38101 5TH AVE ZEPHYRHILLS, FL. 33542 ~l ('; (1JII/b~ flltf REINSPEcnON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections 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. 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 permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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. n NO OCCUPANCY BEFORE C.O. ~. ~~ NTRACTOR SI NATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Bui/ding Department Fax-813-780-0021 Date Received Owner Phone Number .~ l)' rT)' J ~ Owner Phone Number I g-1-~-1 'B ;J-o <fib I Owner Phone Number I I Fee Simple Titleholder Address I I I :3 s \0 \ 6~ AJ f:.. I LOT # 113(1,/;)1 IC\'l11, ~ "7.#JJ,~ I PARCELlD#IIJ~J.l,..~t-OO\O-J~~OO-l?t'~O I (OBTAINED FROM PROPERTY TAX NOTICE) D NEW CONSTR D ADD/ALT ~ SIGN <8 MOVE D D INSTALL D REPAIR PROPOSED USE D SFR 0 COMM D OTHER I TYPE OF CONSTRUCTION D BLOCK D FRAME D STEEL D DESCRIPTION OF WORK I-N~J -ll~ \~lliv Or-. ~v..\.,~ / 1'1 ~ SQ FOOTAGE I d.- ~ ~ 5' Owner's Name Owner's Address Fee Simple Titleholder Namel JOB ADDRESS SUBDIVISION WORK PROPOSED D BUILDING DEMOLISH OTHER I HEIGHT I 1.6' AMP SERVICE VALUATION OF TOTAL CONSTRUCTION W.R.E.C. o D PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION frl( , \V ~_\# jO 9P' BUILDER SIGNATURE COMPANY REGISTERED Address ELECTRICIAN SIGNATURE COMPANY REGISTERED Address PLUMBER SIGNATURE COMPANY REGISTERED Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address /' /' ./ Y/ N Y/N FEE CURRENT License # Y/ N Y/N FEE CURRENT License # Y/N Y/N FEE CURRENT License # Y/N Y/N FEE CURRENT License # . ~'fhef License # I ~~C tft7 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance, SIGN PERMIT Attach (2) sets of Engineered Plans. "'~PROPERTY SURVEY required for all NEW construction. 111111111111111111111111111111111111111111111111111111111111111111111111111/11111111111111111111111111111//111111111/11111111111111111111111111111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized /f over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000) 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) Reroofs Sewers Service Upgrades NC 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 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 NEY BEFORE RECORDING YOUR NOTICE OF COMMENC ENT. FLORIDA JURAT (F.S, 117.0~_ \... ~~~~~ -~ Subscribed and ~\o wr afjl(med) bE;fqj ~O (, by 'D~!1 ~~,.Q~O Who Is/are 2~rson~lly knnwn to me or haslhave produced - as Identification. Notary Public Notary Public Name of 'p'<~VP' RUSSELL S, MULl ~~ MY COMMISSION # DD418873 ~~ EXPIRES: July 22, 2009 1.g~~l~OTARY Fl. Notary Discount Assoc. Co. Jf"''"' RUSSELL S. MULl ~~ MY COMMISSION # DD418873 ~~ EXPIRES: July 22. 2009 1-8C:{~mTARY Fl. Notary Discount Nloc. Co. -.i ~ ~ 1/ ..L "fSl, -J If I r-c; -= ,== i Ii 1'.' I!'; . !I ... P Z en ;! .- r- ~I a rn ~ F 4> V\ f -0 I ~' II l~ ~ --\ -' ~ ~I -, 11 l", v 1\ v 1 I 0 . 52 in t-181n.. ....18fn.. .. ~ == ~.~ >rl\ ~ \6.J. ~~ i ~ ~.~ ~ tI1~ c5 ~2F~ ~a~~ 9~ - ....j ~ B !!I' Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Roger's Sign Corp. Lykins Pharmacy Wind Speed Mean Height ------7 ~~II~ijjclgg~~~<m~~~g~p~U....<...................'...' 60 ftffiI9ric:J~lyU4.jngqgc:J~.'..........>."...."'.'.'......"'.,',', ' Robert W. Wall, PE Structural Engineer, FI Reg #46021 Wind Pressure (WP) Shape Factor (SF) 41.555 pst 1,5 Total Pressure = WP*SF 62.333 pst Compents and cladding in accordance with Florida Building Code(2004 ed.) Section 1609 WIND ASCE COASTAL EXPOSURE B LYKINS PHARMACY Letter Height (in) Letter Width (in) 1 ft 1 ft 6 in 6 in Number of Bolts 4 Shear Value Tension Value 170 Ibs 260 Ibs Area 2.25 sq ft Shear per bolt Tension per bolt = Area * 1 0 psf =Pressure * Area 5.63 Ibs 35,06 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value IBolt Value 0.17 < 1.00 O.K. Use 4 - 1/4" dia. studs welded to each channel letter drilled into wall using structural Simp 0 All wind loads are designed per ASCE 7-02. ~ h. ",.~irl ".,.,', ,01 N ~r-18In-1 ,~18In'i .J'>. m '::!. n o ~ :1:' .~~ ~g. . 0 n> en ct> ffim ~;::1.. .. :0 (') S. ~ ~Q.):>2. . C;U~0:lC/)~ 'i? r- CD ?i' -- CD5."'Q.-U N_N mm · ~ ~ I~ ~ 11II-I" .. .' <0 lp · 'W s p =.' ..' ,? ,:" ,', .' .,., '-0 ;: ~'!; I' .! ~ ~l !:;iiI' ~ ~ ~ l~~ ~ .~' rJ!J. ~..,."n .~'~r~ I Iii! ~ I ' "'-. i"..,..,fl2\, .,'" ",' s,.'O A..r C;' - S:,'-. ..q;'::i: :- ~.;z~, 'il', .,',..', l!J::I. ft':1K' ... ,; ;ar _ . .. ,:, - ..' o':'>!!!!,"'" ...-.<<~ z ..~ . ...... ~ r. ~I g '# .:, C iTi ;'"--f ~ .-- ~('l~ e~-t". d-,~~ 2..-j~ ~~O o~~ ~~~ .:.: :' a 'JI'.... C'" 1./ ~ ~ "H., ,~~,I~ ~ I ....I$~ii i IiI Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Roger's Sign Corp. Lykins Pharmacy Robert W. Wall, PE Structural Engineer, FI Reg #46021 Wind Speed Mean Height (-130~' ~ .11t..'..111 Wind Pressure (WP) Shape Factor (SF) 41.555 psf 1.5 Total Pressure = WP*SF 62,333 psf Compents and cladding in accordance with Florida Building Code(2004 ed.) Section 1609 WIND ASCE COASTAL EXPOSURE 8 LYKINS PHARMACY Letter Height (in) Letter Width (in) 1 ft 1 ft 6 in 6 in Number of Bolts 4 Shear Value Tension Value 170 Ibs 260 Ibs Area 2.25 sq ft Shear per bolt Tension per bolt = Area * 10 psf =Pressure * Area 5.63 Ibs 35,06 Ibs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value ISolt Value 0.17 < 1.00 O.K. Use 4 - 1/4" dia, studs welded to each channel letter drilled into wall using structural Simp 0 All wind loads are designed per ASCE 7-02. Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Roger's Sign Corp. 52" Logo Palm Tree Robert W. Wall, PE Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 ft ~!1:~!~.~...~g~~~.:'m:~~!~q'B~':,:':":!"1'!::':!'{',:,:, m~9:r~f!~:.:!?ljJ!~!n9':Y9f!g::!,:!:!:.!,!!"!,!;:'..:m:: Wind Pressure (WP) Shape Factor (SF) 41,555 psf 1.5 Total Pressure = WP*SF 62.333 pst Compents and cladding in accordance with Florida Building Code(2004 ed.) Section 1609 WIND ASCE COASTAL EXPOSURE B r Letter Height (in) Letter Width (in) 4ft 4ft 4 in 4 in Number of Bolts 6 Shear Value Tension Value 170lbs 260 Ibs Area 18.778 sq ft Shear per bolt Tension per bolt = Area * 1 0 psf =Pressure * Area 31.301bs 195.08 Ibs Bolt Value=Shear per bolt I Shear Value + Tension per Bolt I Tension Value IBolt Value 0.93 < 1.00 O.K. Use 6 - 1/4" dia, studs welded to each channel letter drilled into wall using structural Simpson Set Epoxy, All wind loads are designed per ASCE 7-02. I 1111 ~, :;x::. (3 N 2: .".. - '" CD ...... n- O ~ I 'U Cf.) ll> 0 ,=:r_ -cr , 0 ll> Cf.) CD i5 CD ~ =:1, .. :0 () :So :E ~Q.)>2" w(1J-...J(J)~ , . ""'CXl)>~ ~r-CXl~:- CXl5.I\:>Q.-U '" _N m rn CXl-" ~.".. , ~ r- ~. 8 : W CDN W CD~ 01 ~. OJ ~ <D ~ 5" ~ ...~ GO' _ c.'rc:: -,:-. -: Cl'A ~<'-- c)iZ ~. il':,',',' "",,11 ::I. ft. 3. 8' ...",; ilIr_, I;;; ", 411 ..' ~)~> z en ,-1 '~ 1.1 "0 ~ ,,',', , m -I :~ r- ~ U ,~~"j~"'" ,i", , ~ Il$iP ., ~ ~ "~"J,I" II,: m iji! g ,~. ,>,,5.?in ',' '~ r18In~'":"18In 'I ..;.; =~ .~...~ .~~ i& .~ tI>....~ ~...tfj .~~r~. Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Roger's Sign Corp. Lykins Pharmacy Robert W. Wall, PE Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 tt ~~.!:~,ng:.Hg!~~:m~~~:gpo.4 ..........:.:.......',' ffiI9:r~~~::~M,!fmJn9::&g~~:( , "" Wind Pressure (WP) Shape Factor (SF) 41.555 pst 1.5 Total Pressure = WP*SF 62.333 pst Compents and cladding in accordance with Florida Building Code(2004 ed.) Section 1609 WIND ASCE COASTAL EXPOSURE B LYKINS PHARMACY Letter Height (in) Letter Width (in) 1 ft 1 ft 6 in 6 in Number of Bolts 4 Shear Value Tension Value 170 Ibs 260 Ibs Area 2.25 sq ft Shear per bolt Tension per bolt = Area * 10 psf =Pressure * Area 5.63 Ibs 35.06 Ibs Bolt Value=Shear per bolt I Shear Value + Tension per Bolt I Tension Value IBolt Value 0.17 < 1.00 O.K. Use 4 - 1/4" dia. studs welded to each channel letter drilled into wall using structural Simp 0 All wind loads are designed per ASCE 7-02. Architectural Services Engineering, Inc 24710 State Road 54 Lutz, FI 33559 (813) 948-2812 Fax: (813) 949-2016 Name: Project: Roger's Sign Corp. 52" Logo Palm Tree Robert W. Wall, PE Structural Engineer, FI Reg #46021 Wind Speed Mean Height 130 mph 60 ft 1~II!ill~lt'i~ri~'i~~~;;:::':: Wind Pressure (WP) Shape Factor (SF) 41.555 pst 1.5 Total Pressure = WP*SF 62.333 pst Compents and cladding in accordance with Florida Building Code(2004 ed.) 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