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Home My WebLink About12-13229 CITY OF ZEPHYRHILLS 5335-8111 STREET . � (813)780-0020 13229 BUILDING PERMIT Permit Number: 1 3229/1 1 964 Address: 38135 MARKET SQUARE DR Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-03900-0030 Improv. Cost: 1,640.00 Date Issued: 7/19/2012 Name: FLORIDA MEDICAL CLINIC Total Fees: 122.50 Address: 38135 MARKET SQUARE Amount Paid: 122.50 ZEPHYRHILLS, FL. 33540 Date Paid: 7/19/2012 Phone: 813 780-8440 Work Desc: INSTALLATION 1 SET LTRS WALL W/ ELECTRIC OLD BLDGING CB SIGN SERVICE INC � �� - C Iac�� c � � � r �� ) �.-- ELECTRICAL ROUGH �� FINAL REINSPECIION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resultlng 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� plans not at job site g)work not aocessible. 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. "Warning to owner: Your failure to record a notice of commenoement may result in your paying twice for improvements to your properly. If you inbend to obtain financing,oonsult with your lender or an attorney before reoordin your notice of oommencemen�" Complete Plans,Specifications Must Acoompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. � O TRACT SIGNATURE PERMIT OFFI R PE �MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-760-002C1 City of Zephyrhills Permit Application Fax-813-780-0021 Buiiding Department Date Recejved -Z�� 3/ �, � � blv Phone Contact for Permittfn / Owner's Name f ( � � %' Owner Phone Number '� Owners Address ✓ ,3 ..S Owner Phone Number � � � i Fee Simpie Titleholder Name Owner Phone Number ' Fee Simple Titleholder Address . JOB ADDRESS 3 S ,Q.,IC�b`T �b 1� IG� y LOT# �� SUBDIVISION PARCEL ID� Q�-"'�V` J-OQ1 Q-L7 tj - � (OBTAINED F�pROPERTY T�ncel DEMOLISH WORK PROPOSED NEw CONS7R ADD/ALT �� SIGN INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK �Ti1/$"T.��1�,/�JQ,�� ti S'll ONc��S2TL.T/CS t�MJGY /¢QG'TCG�' BUILOING SIZE SQ FOOTAGE C� HEIGHT �� OBUILDING $ /� �O�� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W,R.E.C. OPLUMBING $ � �� 6�� `A�/� V l (0 OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q QGAS Q ROOFING Q SPECIALTY �� 1 �] OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � ELECTRICIAN ,�J � �� f ('COMPANY �;s 5� }� 'E/�f�i!r� � SIGNATURE "� (a ` �� REGISTERED FEE CURRE� /N Address i"{ �CN �, .3�� License# � � ��J PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y J N Address License# � OTHER �� COMPANY /� Er'��UPi ^ � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Addreas �'"6� (� ), GL Q� 3�3� License# ��j��/ � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fomis;R-O-W Permit for new consUuction, Minimum ten(10)worlcing days aRer submittal date. Required onsite,Construction Pians,Stormwater Plans w/Silt Fence installed, Sanitary Fadlitles 8 1 d'umpster,S(te Work Permit tor subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Buflding 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,Conshuction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8�1 dumpster.Site Woric Permit for all new projects.All commerclal requirements must meet compliance SIGN PERMIT Attach(2)sets of Eng(neered Plans. """PROPERTY SURVEY required for all NEW construcdon. Oirectlons: Fill out application completely. Owner&Contractor sign back of application,notarized If over 52500,a Notice of Commencement la required. (A/C upgrades over s7500) " 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 (Front of Appliption Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurvey/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" restricti�ons" which may be more restrictive than County regulations. The undersigned assumes responsibility for compiiance 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 Ifcensed 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 Iicensing 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 responsfble. 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 RECOYERY 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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compiiance 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. 1 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. - A�my 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 YOUR OTICE F C T• FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR-- Subscribed and swom to(or afflrmed)before me thls Subscribed and (or afflrmed)before me this by Ju.ne a,aaaby -r�'�arn•n� E F'r�e�,c. Who isJare personally known to me or hasJhave produced Who Is/are Rersonally known to me or haslhave produced as Identlflcatlon. ��Or�d c.� � ��.�rS� as identlficatlon. � taSc� '��S-l0 3 -�f-- � Notary Public � Notary Public NOTARY PUBLIC Commission No. Commission No. , Comm#EE155651 Name of Notary typed,p�inted or stamped Name of Notary typed,pri sta s 12/26/2015 JOB FLORIDA MEDICAL CLINIC � �� SHEET NO 1 OF 3 �� VO� • e�� - CALC BY DATE 06/29/12 60'Z c� Nex�nder c�t, suite 103, Plant City, FL 33563 CHECKED BY DATE 813 704.484Z ofc/ 813'Z04.4843 f� MEMORANDUM: VE#12-01093 Paul D. Ridvell,P.E. Re # 5Z683,COA#Z8035 CLIENT AMERICAN PETROLEUM IMAGING LOCATION' ZEPHYRHILLS, FL WIND= 160 MPH(ULTIMATE) 124 MPH(NOM.) EXPOSURE=C CHANNEL LETTERS BUILDING RISK CAT.=III ENCLOSED COMPLIES W/"2010 FBC(SECTION 1609)-ASCE 7-10 FOR THE ULTIMATE VELOCITY iNDICATED ABOVE" C&C= 70.0 PSF(ULTIMATE) HEIGHT<= 30 �,� SIGN DIMENSIONS= 2.00 x 2.00 FT MAX SIGN AREA(SF)*P�wSF)= P�K� , MAX 4.0 0.070 0.28 T=PBOLTS= 0.070 K/BOLT � 2.00 FT 16 IN At=T/20= 0.004 SQIN MINIMUM GRAVITY: est. 20 #/SQFT P=A*Wa= 0.080 KIPS ALL Wp�.I{SHALL COM PREVAILING CODES,I�LORI A BUILDING T= 0.013 K/BOLT C4DE,NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES At=T/20= 0.001 SQIN SHEAR: V= 0.020 K/BOLT �� Av=V/]0= 0.002 SQIN ��''�'��,,�.,��S-I ��.,�1�� w �Y��l��.� � �`�� BOLT OPTIONS TO SUIT WALLS: �- ---_1�� 3/8 " � ALL THREAD THRU BOLTS � 3/8 " � RATED TOGGLE BOLTS At =0.078 in^2 3/8 " � SIMPSON TITEN HD OR EQUAL Av =0.110 in^2 3/8 " � LAG BOLTS W/SHIELDS 3/8 " � EXPANSION ANCHORS 2 ROWS AT 2 BOLTS EACH @ 2 FOOT U C. MAX TOTAL OF 4 BOLTS PER LETTER MIN. CONTRACTOR TO FIELD VERIFYALL EXISTING COMPONENTSAND REPORTANYDISCRE.PANCIES TO ENGINEER PRIOR TO BEGINNlNG ANY WORK CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N O i G_ �^�z � JOB FLORIDA MEDICAL CLINIC + ", ,,, VOl-l�i � e,e� ��C. SHEET NO 2 OF 3 �� CALC BY DATE O6/29/12 60'Z c� lllexgnder St, c�uite 103, Plant City, FL 33563 CHECKED BY DATE 813 704 484'Z otc/ 813'Z04 4843 t� MEMORANDUM: - VE#12-01093 GN Paul D. Ridoell.P.L. I2e #52683,COA#Z8035 CLIENT. AMERICAN PETROLEUM IMAGING LOCATION: ZEPHYRHILLS, FL General Notes and Soecifications 1 0 Contractor Responsibility 1 � Veriiy all dimensions and report any discrepancies to engineer prior to starting any work. 1.2 Field verify the adequacy of the structure and/or substrate to support the signage. 1.3 Choose a connector from the listed altematives that may be logistically installed per manufacturer's specifications,given the prevalent field conditions. 1 4 Mixing and matching the listed connectors is acceptable to achieve the desired proper attachment per manufacturer's specifications (i.e.-as substrate dictates,a part of the sign may be attached with all-thread rods,whereas another portion may require Titen HD's) 2 0 Anchors: 1 1 All anchors shall be installed per manufacturer's specifications. 1.2 All anchors are required to have Florida Product Approval or a Miami-Dade NOA. 1.3 All weather exposed anchors shall be hot-dip galvanized or stainless steel. 1 4 All connectors in contact with pressure treated or fire resistant lumber shall be hot-dip galvanized or stainless steel. 3.0 Epoxy' 3 1 All epoxy shail be installed per manufacturer's specifications. 3.2 All suAaces and penetrations shall be prepared in accordance with manufacturer's surtace preparation gui<ielines 4 0 Silicone Adhesive: 4 1 All silicone adhesive shall be installed per manufacturer's specifications. 4.2 All surfaces and penetrations shall be prepared in accordance with manufacturers surface preparation guicielmes. 5.0 Steel: 5.1 All steel shall conform to ASTM A992(wide flange),ASTM A500(all tube and pipe),or ASTM A36(All other shapes,bars,and plates), unless otherwise noted. 5.2 All steel shall be Fy=36 ksi(46 ksi for tube shapes),unless noted otherwise. 5.3 All exposed metal shall be properly primed and painted,galvanized,or stainless steel. 5.4 All field welds shall be continuous fillet welds with a throat thickness equal to the thickness of the member being welded(1/4"min.),use 7oXX electrode material,or equal. 5.5 All shop welds shall be continuous full penetration welds. 5 6 All splices shall be sleeve spliced with a 2'-0"minimum lap,using a 3/8"minimum butt and cap plate,snug fit,with a continuous 1/4"fillet weld along the full edge of the cap plate,U.N.O 5.7 Other splices shall be defined and noted in the calculations. 5.8 All welds shall meet AWS sTandards 6.0 Aluminum: 6.1 All aluminum shall be alloy 6063-T6 or equal in material and strength properties. 62 All welds shall be full penetration continuous welds. 7 0 Wood: 7 1 All wood components shall be#1 Southem Yellow Pine,pressure treated or equal. 7.2 All sheathing shall be e�Rerior grade,pressure treated,and rated. 7 3 All nails shall be ring shank,as specified,and hot-dip galvanized. 8.0 Masonry 8.1 General specifications for masonry structures: S 1 1 Masonry construction and materials shall conform to all requirements of,"Specification For N1Aasonry Structures (ACI 530.1/ASCE 6/TMS 602),"except as modified by these contract documents. 8.1 1 Testing of field materials is not required by engineer for this project. 8.12 Compressive sVength requirement is fm=1500 psi. 8.1 3 Determination of compressive strength is allowable stress method 8.1 4 Unit strength method is not applicable. 8.1.5 Quality assurance is not applicable. 8.2 Products: 82.1 Mortar Materials shall be type M or S mortar 8.2.2 Masonry unit materials shall be 1900 psi min.,CMU 8.2.3 Reinforcement,pre-stressed tendons,and metal accessories shall be 60 ksi rebar(min.). 8.2.4 WWF to be installed as specified. 8.2.5 Stainless steel is not applicable. 8.2.6 Coating for corrosion protection is not applicable. 8.2.7 Corcosion protection for tendons is not applicable. 82 8 Pre-stressing anchorage,couplers,and end blocks are not applicable. 8.2 9 Joint fillers are not applicable. 8.2.10 Lintels to be by Cast Crete or equal. Power's Power-Box lintel is not acceptable. 8.3 Execution: 8.3.1 Pipes and conduit are not applicable. 8.3.2 Accessories are not applicable. 8.3.3 Expansion and control joints shall be as indicated in plan set. 9.0 Concrete: 9.1 Operation,installation,and procedure to comply with ACI standards. 9.2 Concrete&minimum compressive strength of 3000 psi at 28 days(U.N.O) 9.3 Reinforcement rebars ASTM A615 Grade 60(U.N O) 9 4 Welded wire fabric(WWF ASTM A185) 9 5#5 rebar lap to be 31"minimum. 10 0 Soil 10.1 Minimum allowable soil bearing pressure 2000 psf U.N.O 10.2 The foundation system for the attached project is designed for a minimum allowable soil bearing pressure of 2000 psf 10.3 It is the contractor's responsibility to verify soil capacity and compaction. 11 0 Applicable Codes: 1' 1 2010 Florida Building Code,Building 11.2 ASCE 7 current version 11 3 ACI 318 current version 11 1 ACI 530 current version 2 �.�� 11.5 National Design Specificat�ons,cunent version. 11.ti AISI:Jt@21 U@Slgn M8nU81,CufT@nt v@fS10�. , o m T �^1 q � � ` M4� r a d — °i � � �;o � ��d � a a o � � �� o W rn '� � O � � Zrt dY01 Vi Y � « l0 � a�+ � � O f� �j � �y O �W > > a � �oc= `ymd J r" �.� a► W c� �� o ��e � w � yay � � � � � I� rN �c t1\ U� �� t �ii « v S m m :r 3 cci-- - � 3dcd c " d �a � .. `� �o �; � � I� �, G W ln� «� y 'C« E ► ; C tll �.�+C � � � N IC �O� N� `ma�id � �ipH'�OCU � z `� �' � � (�-� y �va �J�c=n0 Qd3wc�ia� ] ~ �i' � �' � � � IICyJ p Q � t .� '� U C� v=d F- �cn _ � � � 6'� Ki p� t � Qw� �3 �..� Ca � Q � °'` �`a � � a � � � � � � � 3 � � �' � ;, u � • � � � � � °' a a °' � °° ,� o..��o� 4 •� y � O � � � � +�« �ai M a�i � G � � Q� �c�0i ::�o 't- `,,' � (""'j a J C Vl � ao � c G� v c� y o � � � c o � c a 3 � � d °wu3iv�i A � i � C M � y w O. �� 'O 'J" y y V � � � � G.t 1�1 J – � = C co � � � �" ° O � ,s .� � � � � F� W, Z L •i � G y f ' �. rY W ,' � ' � � — V � y � � . • - • � C� i � £ � d i � ' . � � � � � .�.. !0 lC • �� = C Ci ` L � � d �� Q� •� •£ •� i � ,^ 7 � G� d C� v – Q Q J J � � � � � � � � � � � L � � � � �A � �� w � � � � J a J iv °' . � E-�. � 3 N . . � d � Z . � � � � � . . Z � � � � d . . �v � � i �� • � � � a� � � o . o a` . � - a t ' � y .3 .3 � � o > � '1�� : ,�;� � �v d > W �� `;°.. V� �� W � I !� ..... Q � �D �� ^� � ' • • � ft- - ►� � '� . ' «o-�z «o-�z � � ; �� . . m . : t ., � �,� . � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: %B � Date Received: _2_ 'Z Site: �(�j f3 ^ Q,. � , Permit Type: (�I� .�Q'� �'�.�/� �f , Approved w/no comments: � Approved w/the below comments: ❑ Denied w/the lbelow comments: ❑ This comment sheet s cep� 'th the permit and/or plans. � -� /�-..- Kalvin S ' zer ' s Examiner Date Contractor and/or Homeowner � (Required when comments are present)