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HomeMy WebLinkAbout12-12758 CITY OF ZEPHYRHILLS 5335—8TH STREET . . � • (sis)�so-oo20 12758 BUILDING PERMIT Permit Number: 12758 Address: 7435 GALL BIVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR COMMONS Est. Value: Parcel Number: 3425-21-0160-00000-0040 Improv. Cost: 58,800.00 '�=�� ���:, Date Issued: 4/20/2012 Name: FIRST COMMUNITY BANK OF AMERICA Total Fees: 535.50 Address: 13839 US HWY 98 BYPASS Amount Paid: 535.50 DADE CITY FL 33525 Date Paid: 4/20/2012 Phone: 352 518-2061 Work Desc: INSTALL 3 WALL W/ELECTRIC & MONUMENT SIGN .s . ,. .a�� n .. - . , �� Y:�;:< �` `„��. � > .. , � ;:>,:,s� ::. �;:� ,, THOMAS SIGN&AWNING CO,INC � i �S- � - ( �" i _"... ' , ,�� , 1 ,..s� :,;, +�; � ,,i'3� �x, :'�"y:p AQ ELECTRICAL I�QI16H 5— '�" FINAL REINSPECTION 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)wndemned work resulting from faulty oonstruction 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 aa:essible. 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. "W ing to owner: Your failure to record a notice of commencement may result in your paying twice for im vements to your properly. If you intend to obtain financing,consult with your lender or an attorney i before recording your notice of commencement." Co lete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. �JO' N TOR SIGNATURE PERMIT OFFI R ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ��s�� � - s�..r. , ��> .<�.� ^s. �s J , �1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS '� Contra /Homeowner: y� � Date Received: T=�F��� ►�ite. ���r� OY ���11f/ ._ v Permit Type: ,� � �- � ��,� G��� Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ � � � 7�-� -- a� L � �lG € r �C° �� /� y�� �/� � r�' � ��t � �C- S � ��� �� !� ! (( � , This comment sheet shall be kept with the permit and/or p(1 �. � ' �` --- __ __-.�...� r . � ,�/iz- �-�-�_ Kalvin wi ans Examiner Date ` Con�ra to d/or Homeowner (1Z en comments are present) 3 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 • � Buildfng Departrnent Date Received S '�GJ i �2-, Phone Contact for Permittin �� --' Owner's Name IN�M�lkd, �j(�h5��' Owner Phone Number - � (3 Owner's Address Vd� �D��"� �' �,, , _ a �n.. pwner Phone Number Fee Simple Titleholder Name �r f�- � Owner Phone Number Fee Slmple Titleholder Address � JOB ADDRESS � � 4�<<1 LOT# C� SUBDtV1510N PARCEL ID� �� a '�j'Z. �l� �' �(217 .-t�� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR 8 ADD/ALT � SIGN � C] DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR � COMM [� OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK SrA�J� .3 �yA{„L�jj v�Y-a �(6�r.St' r "�p ' ' J�u BUILDING SIZE SQ FOOTAGE�� HEIGHT U'�-�l.l��'N BUILDtNG $ ' VALUATION OF TOTAL CONSTRUCTION �- �-om`� dELECTRICAL $� �66 �„ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. � QPLUMBING $ ��Z�o`- �l�� ry� Q�/�, \� a 5 /�(_„ ^/! C:. OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION v�'�� QGAS Q ROOFING Q SPECIALTY 0 OTHER - -�/Z /S� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ,, i � BUILDER ' OMPANY m�'S�� 'h9 � � L.�'J� 51GNATURE"`-•� __ REGISTERED / N E CURRE /N Address 0 � �' . �0 �i�t9 (� License# �S D�g^� � ��, ELECTRICIAN i � J r^ I�OMpANY �Y1�, c �� �� SIGNATURE `��•� REGISTERED Y N FEE CURRE� Y/N Address � Q �.�, �,. �� � ��(7� / License# QQ���� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �- -� MECHANICAL COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/N Address License# r- OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �_ RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minlmum ten(10)working days after submittal date. Required onsite,Constructlon Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilides&1 dumpster;Site Wo�lc Permit for subdivisionsAarge proJects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consVuctlon. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wJ Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "'"*PROPERTY SURVEY required for all NEW constructlon. Directions: Fill out application completely. Owner&Contractor sign back of applicaUon,notarized If over i2500,a Notice of Commencement is requlred. (A!C upgrades over 57500) `" Agent(for the contractor)or Power of Attomey(for the owner)would be someone vuith notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Onty) Reroofs if shingles Sewers Service Upgrades A/C 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—Lice�sing 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 appiy 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 atso 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 prio� to receiving a "ce�tificate 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 Agricuiture 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 ali 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 8 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 NA" 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, cance�, 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 O ER: YOUR FAILURE TO RECORD A NOTICE F COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE R OP AN ATTORNEY BEFORE RECORDING Y u 'NOTI E OF COM' ENCEMENT.� CONSULT WITH YO R LE FLORIDA JURAT(F.S. ) U�JK°"= , OWNER OR AGENT CONTRAC Subscrlbed and swom t (o ) efore me this Subscrfbed an s t or )before me this _ - -.�'�� J'� � '�Y o Is/ar " n II k� o me or slhave produced Who is/a asJhave produced -x-----------�'�as idenHflcation. -----as 1denUficatlon. - - -- � r ' -. BOBBIE ,� � �06 ' � �j B 81l S. ETtA ' _�+�`�`'�- � j {qR�p �' Notary Public �., Mf U l,t;; ,•' t3mdadThNl'royfainms eooae��o�a - °- w��;�rq;.�a,i�r�,a�4 22,2012 ,�•' Commissi •'` Com ed, rinted or stamped Name of Notary typed,printed or stamped Name of Notary HP P I IIIIII Illli IIIII IIIII Illll IIIII IIIII IIIII IIIII IIIII IIII IIII 2012066905 NOTICE OI'COMI�ENC�1PViENT Permit No Rept:1429845 Rec: 10.00 Property Identification No . g� p., DS: 0.00 IT: 0.00 ���" l� ��'Cet�d"�a�i - 04/20/12 C. Cook, Dpty Clerk THE UNI)ERSIGNED hereby gives notice that�mprovements wili be�na�e to ce�tam real property,and m accordance with Sect�ora 7 L.i 13 of the Florida Statutes,the following information is providea tn the NC}TICE OF COMMENCEMENT I. Description ofproperiy /egaldescription:) ��5•l�Jm,�t�-� {"1'� -.r�.� �G,(�3 L2��'4 GS�,'�•,�f,.�'Q�`^ a) Street Address� � � '�K -,�_ ?. Generaf descriptwn of improvements �e.v� • '�-��..75 3. Owner Information a} Name and address• Y�'�'(td(}��yw,.n1�, �ts�L,. ,-�',f,'� �s�.�,� q� "g� S ��,� ��,�.I b) Name and address of fee simple titleholder(if other than owner � ,��� ����' c) Interest in property �—���' � Contractar Information a) Name and address• Mstr�„�j1*�) �N�� � ,Q�� �� t�.�'� ��Yw �1ry-,; ��, ,3�„(� �`4 b) Telephone No.:"7Z'� �,�2, -7-��-� Fax No (Opt.} 5. Surety [nfonnation a) Name and address: b) Amount of Bond: C} Telephone No.: Pau�a s o'NEIL,Ph D PRSCO CLERK & COMPTROLLER 6. Lender Fax No (C 04/20/12 10:25am 1 of 1 - ' a) Name and address. k��t?, OR BK ��,�� PG 3� - w� .� 7 Ident�ty of person wrthm the State of Flonda des�gnated by owner upon whom notices or other docurnents may be served, � a) Name and address: b) Telephone No.: P� Fax No (()nr� 8 In addition to himself,owner designates the following person to recei��e a copy of the Lienor's Notic<�as provided m Section 713.13(1)(b),F(orida Statu-tGs• a) Name and address. (V q- b) Telephone No. _ t� R Fax No. (�nt l 9 Exptrat�on date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date�s specifiedj WARNIN�TO OWNER: ANY PAYMENTS MADE BY THE��JN�I�.��"�'��'rHE EXPIRATI()lY OF THE NOTIC�f��' COMMENCGMENT ARE CONSIDERED IMPROPER PAYI�ENTS FJN�?EIt CHAPTER 713,PAttT 1,SECTIQN 7�3.�3, FLORIDA STA'FUTES AND CAN RESULT IN YOUR PAYING �'VrV[C�FE�bt IPROVEMENTS TO YQUR PROPERTY. A NOTICE OF e'QMMENCEMENT MUST BE RECORQED AND �'Q�STEE7 Q�N THE JOB SITE BEF�RE THE (lRST (NSPECTEON. [ia'YDU INTEND TO OBTAIN FINANCiNG,C�NS�1@�T t'aUR LENDER OR Al� ATTORNEY BEE(}RE COMMENCEN��VpRK OR RECORDI]YG YOU NQ�'[CE OF C�M1t,�ENCEM��'. . ` �y' �-�,,,..... STATE OF FL�RIBIA ! � COUNTY OF PASC� ,� P ' Signature OF Owner or O s Authonzed Officer/L>irector/Partner/Manager . � Print Name ~�� �—�7 y The foregoing instrument was acknowledged Uefore me Ehis ! day of (�l ���'P t�� as - t . ,.- '�,20��.by �'�'1 (��pe of authority,e.g.officer,trustee.attorney in fact)for me of'party on behalf of whom instrument w executed). Personally Known�OR Produced Identification ��„ �''� � • �,� _ Notary Signature�, � C.�, Type of Identification Produced Name(print)_��( ��C� �- ��+��`��n�� Verification pursuant to Section 92.525,Florida Statutes. Under penalties of perjury,i declare that[have r the foregoin nd tha e facts stated in it are true to the best of m �knowled e a d li f. � FORMS/NOC.rvsd� 17 ,n > ��ti*pv�p���� TRISHA S.KRAGER �>����`�; Notary Publie-State of Fiorida S�t3na[ure of Natural Person Signm�Above �•. '�` :•,My Comm.Expires May 19,2014 `-,"^" `��� Commission#DD 993542 ,.`";.;`�a`,. � Bonded Thrcugh National Notary Assn. STATE QF FLf�f�ICA, COUNTY OF PASCO THIS IS TG CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR 0� PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AN OFFI�IAL S�AL THIS 4 �// DAY OF _�� � PAU�A S O'NEIL, CL &COMPTROLLER B� li1 � DFPI)TY CLERK OR BK 5816 p� 1610 A. Menu Signs for Drive-Through Restaurants 17 oi 24 In addition'to the signs otherwise permitted by these Sign Regulations, a drive-through restaurant shall be permitted one(1)menu sign placed in proximity to the dnve-through lane for the purpose of ordenng. Such sign shall be setback to the minimum building setback for the appropnate zoning distnct,or forty(40)feet,whichever is less;shail have a sign surface area not exceeding twenty-four(24)square feet;and shal]require a sign pertnit. 8 09.00 Abandoned Signs An abandoned sign is prohibited and is a violation of this Section. Permanent on-site signs applicable to a business temporarily suspended because of a change in ownership or management shall not be deemed to be abandoned unless the property remains vacant for a period of six (6) consecutive months or more. During that time, the owner shall maintain the sign as required by this Section,and shall replace or cover the copy relating to the prior business with an opaque covering,ensuring that all intemal fixtures of the sign remain covered. 8.10 00 Signs on Rights-of-Way A. Allowance of Certain Signs The following signs may be erected in rights-of-way within the City and shall be exempt from the regulatory provisions of this Section. Such struchues must also comply with applicable provisions of the City of Zephyrhiils Right-of-way Use Ordinance and the Building Code. 1. Government signs; 2. Traffic-control devices. 3 Temporary event signs for not-for-profit or govemmental organizations. Such signs must be removed within two(2)days after the event they advertise. B Prohibition of all other signs on rights-of-way. With the exception of signs pem►itted in Subsection A above, it shall be unlawful for any person, firm, corporation or other ent�ty, for its own or the benefit of another, to erect, place,post, install, affix, attach or in any other way locate or maintam a sign upon, within or otherwise encroaching on a right-of-way or upon a structure located within such a right-of-way. Information contained in any sign, including names, addresses or phone numbers of persons or entities benefthng from or advertising on the sign shall be sufficient evidence of ownership or beneficial use or interest for purposes of enforc�ng this section. More than one person or entity may be deemed jointly and severally liable for the placement or erection of the same sign. Each unlawful sign shali be deemed a separate violation of this section. 8.11.00 On-Site Signs;permit required. A. Genera!regulations. 1. For the purpose of determining the spacing requirement found in this subsection, distances shall be measured from the leading edge of the sign structure to the property line of the property from which the distance is being measured. 2. Illuminated signs,including neon signs, shall not produce more than one(1)foot- candle of illumination four(4) feet from the sign,when measured from the base of such sign. Exposed neon tubing shall not be pennitted on ground signs. 3 Signs shall not be placed in the clear site triangle. B. Standards jor on-site signs in residentia!districts. The following signs may be erected in residential zomng districts: 1. One(1) double-faced or two (2) single-faced permanent subdivision sign(s)may be located at each entrance to a platted subdivision provided that all of the following requirements are met: 17 OR BK ���� PG �,��;�', i6 �� 24 a. The sign shall not create a physical or visual hazard for pedestrians or � motonsts entering or leavmg the subdivision and shall be set back a minimum of fiv�(5) feet from the nght-of-way lme and twenty (20) feet from the intersection of the rights-of-way b An individual firm, partnership, associat�on, corporat�on, or other legal entity other than the City of Zephyrhills shall be designated as the person responsible for perpetual maintenance of the subdivision sign. c. Each sign surface shal] not exceed ten (10) feet in height and forty (40) square feet in sign surface area. d. If single faced,the two signs shall be located on opposite sides of the entry dnve. e. Signs authorized by this subsection may be located within the rights-of- way provided that the appropriate right-of-way use, maintenance and license agreements,and permits are obtained. £ One (1) additional subdivision sign may be placed at each terminus or farchest edge of the subdivision, if located at least one thousand(1,000) feet from the main subdivision sign,up to a maximum of two(2)additional signs. 2. One (1) wall sign or one (1) double-faced or two (2) single-faced ground identification s�gns may be located at each entrance to a multiple-family residential development or mobile home park, provided that all of the following requirements are met: a. Such signs shall not exceed two (2) square feet in sign structure area for each dwelling unit up to and including sixteen(16)units.In no event shall the sign exceed thirty-two(32)square feet of sign structure area. b. Such signs shall not exceed ten(10)feet in height. c. Such signs shall be set back five (5) feet from the nght-of-way line and twenty(20)feet from the intersection of the rights-of-way. d. If single faced,the two signs shall be located on opposite sides of the entry drive. Backlighting or interior illumination is prohibited. One projecting sign may be substituted for each wall sign pursuant to this Section. e. Signs authorized by this subsection may be located within the rights-of- way provided that the appropriate right-of-way use, maintenance and license agreements,and permits aze obtained. 3. One directional sign per subdivision entrance with a maximum height of five (5) feet for the structure, twelve(12) inches for the copy, and thirty-two (32) square feet of sign structure area. The directional sign shall meet the separation and setback requirements of on-site signs. Additional directional signs may be placed where necessary to locate subdivision amenities. C. Standards for on-site signs in nonresidential districts. On-site signs on properties in nonresidential districts which abut a residential district shall not be erected closer than ten(10) feet from any residential zoning district. Finishing materials shall be consistent with those used on the structure to which the sign relates. ]. Regulations for ground signs. Ground signs shall be allowed in nonresidential districts, provided the following specific regulations aze met, in addition to the general regulations stated above• a. One (1) ground sign is permitted for each parcel having frontage on a public street. If a parcel has public street frontage in excess of three hundred(300) 18 OR EK ���6, p� 1��2 �§ of 2a feet, one (1) addit�onal ground sign shal] be permitted for each additional three hundred(300)feet of public street frontage. b. The maximum ailowable sign structure area for each ground sign shall not exceed one (1) square foot of sign structure area for each lineal foot of frontage along the street the sign faces or two hundred ten (210) square feet in s�gn structure area,whichever is less. c. No ground sign shall exceed eleven(11)feet in height,except as specified below d. If a parcel is entitled to more than one(1)sign as allowed above and is a multiple occupancy parcel,then all allowable ground signs may be combined into a single bzound sign not to exceed three hundred(300)square feet in sign structure area. Such a combined sign may not exceed fifteen (15) feet in height. The combined s�gn may be divided into two signs,if the frontage of the parcel exceeds fifteen hundred(1,500)feet. The total area of the combined signs shall not exceed three hundred (300) square feet in sign structure azea and the height of each s�gn shall not exceed fifteen(15)feet. e. Ground signs shall be placed no closer than three hundred(300) feet apart on the same parcel. £ All ground signs shall be set back five(5) feet from the right-of-way line and twenty (20) feet from the intersection of the rights-of-way, except when ground signs are located on one-way streets the setback from the intersection may be fifteen (15) feet so long as the sign does not interfere with the clear site triangle. 2. Regulations for wall signs Wall signs shall be allowed in nonresidential districts provided the following specific regulations are met,in addition to the general regulations stated above. a. The maximum allowable sign structure area for wall signage shall not exceed one and a half(1'/z) square feet per linear foot of establishment frontage, excluding pazlang garages, facing a public street. Notwithstanding the foregoing, the maximum total sign structure area shall not exceed one hundred fifty (150) square feet for each frontage. b. One (]) projecting sign may be substituted for each wall sign, provided that the sign structure azea of the projecting sign shall not exceed the maximum allowabie sign structure area of the wail sign that the projecting sign replaces. c. Wall signs shal] not project beyond the roof line or side walls of the estabiishment to which the wall sign is attached, nor shall the wall sign project more than twelve(12)inches out from the wall to which it is attached. d. One(1) wall s�gn shall be permitted for each establishment in a multiple- occupancy parcel. Establishtnents located at a corner shall be allowed one(1)wall sign for each side of the establishment that faces a public street. 3 Regulations jor projecting signs Projecting signs shall be allowed in nonresidential districts,provided the following specific regulations are met,in addition to the genera]regulations stated above. a. Projecting signs may be substituted for the permitted wall sign referenced above, provided that the sign structure area of the projecting sign is not greater than the maximum sign structure area permitted for a wall. b. Projecting signs shall not project more than four(4)feet from the building wall to which the projecting sign�s attached. 19 OR BK ,°�,.�6 J.,l� P� T.,��.� �0 os 24 c. Pro�ecting signs shall not be located above the roofline of the building nor more than eighteen(18)feet abovc the grade of the street,whichever is less d. The supportmg hardware of a pro�ectmg sign shall not be visible from the street or sidewalk. e. Pro�ecting signs shall not be constructed in violation of the public space encroachment limitations specified m this Section. £ Pro�ecting s�gns shall not be erected closer than ten (10) feet from an interior lot line or an adjacent establishment. g. Projecting signs which project over any public or private pedestrian way shall be elevated a minimum of mne (9) feet above such pedestrian way. Projecting signs which project over any pubiic or pnvate street shall be elevated a minimum of fifteen(15)feet above such street. 4. Regulations for marquee, canopy and awning signs.Marquee,canopy and awning signs shail be allowed in nonresidenhal districts, provided the following specific regulations are met,m addition to the general regulations stated above: a. One(1)sign located on a marquee, canopy or awning shall be affixed flat to the surface and shall not rise in vertical dimens�on above the marquee, canopy or awning. b The maximum allowable sign structure area for awmng, canopy and marquee signs shall not exceed two (2) square feet per linear foot of building frontage facing a public street. However, the aggregate surface area of all shapes, letters, numbers, symbols, and illustrations shall not exceed twenty five percent (25%) of the total area of the awning or canopy surface. The awning or canopy sign may be illummated only if the material of wh�ch it is made is opaque. c. Canopy and awning signs shal] be permitted only when in l�eu of a wall sign. 5 Directory signs. One directory sign per entrance into a nonresidential development or subdivision with a maximum height of five (5) feet for the structure, twelve(12)inches for khe copy,and thirty-two(32)square feet in sign structure area.The directional sign shall meet the separation and setback requirements of on-site signs. 6. Colonnade signs. One colonnade sign per establishment may be suspended at least nine (9) feet above the walkway if limited [o pedestrian traffic and at least fifteen (IS) feet above the walkway if open to vehicular traffic, with a maximum six (6)square feet of sign structure area. 8 12.00 Temporary Signs Temporary signs shall be allowed provided the following requirements are met: A. General Reguirements The following requirements shall be met ezcept where specifed in this subsection. 1 Time of Display. Where not otherwise specified in this subsection, all temporary signs shal] not be posted more than fifteen (15) calendar days prior to the time of the event or activ�ty to which they related, and shall be removed no later than five (5) calendar days after the conclusion of that event or activity. For the purposes of this Section, the ma�cimum duration of an event or activity shall be no longer than two (2) weeks. Political campaign signs may be posted no earlier than thirty(30)days before the date of the election, and must be removed no later than fifteen (15) calendar days aRer the elect�on to which they relate. 2 Residential Districts. Temporary signs are pennitted in residential districts provided no sign shall exceed four(4) square feet in sign surface area and six (6) feet in 20 � ���§� � �ommunity Bank LETTER OF AUTHORIZATION Date: �� � To Whom It May Concern: l, owner or agent Of the owner for the property listed as �d�M���� �c.�,� Located at ��(��������, , (street address) _7�In,v�,,,l��, �L,. (City-state) ����� ' (Zip code) Do authorize Thomas Siqn & Awninq Companv or their authorized Aqent to obtain a permit for and to install signage on the above referenced property. Date: 9 �o2C��! l Owner or Agent ��'7 �-( t� ���� Owners Telephone Number Sworn to and subscribed to before me this ��_ day of S 'hQ�� and being ersonally know identification. My commission expires: -1� o� NOTARY PUBLIC I�Cq,EL8R0USE �,ry COM,NS81pt�1�ff 113983 �qp[�qpputt 13,2015 • 6p�d�d 11r�Mo�MY�Undeiw�s $ite Type. � Date 07-Nov-11 TH O MAS SANo: 88690 SIGN AWNING COMPANY Proj ID� 46040 Local(727)573-7757' (800)526-3325 'FAX()- Community Bank Sales Order Requisition �y�T�; Loupin Construction ' Prop iL3�ra�j#: NA/ NA 212 East Pine Street Site Name. Zephyrhills Attn Stephen Loupin 7435 Gall Blvd Lakeland, FL 33801 ' Zephyrhills, FL 33541- ; ' United States ,_ __ I County� PASCO ' -- — ---- - --- --- - Cust PO� Terms: NET 30 DAYS Project Mgr Matt Thomas - -- -- -- - -- - -- -- --- -- Qty Sign/Product No. Description Comments Price Ea Total ' -- — - - -- - -- --- - - -- - ---- -- --- - - - - - - -- $3,128.00 4 COMBADIRIX3DF Directional Signs for interior $7g2.pp 1 , parking lot wayfinding. --- - - - - -- --- ' -- - -- - 1 COMBAINSPKZEPH [nstallation package: install all $9,398A0 $9,398.00 'I new signs,remove old signs& dispose,separate trip for survey, drawings,permit acquisition, labor,crane time,travel time, concrete foundations, inspections,etc. -- - - --- - --- -- -- - 1 COMBAPYL6X10DF Freestandin Monument Si n b -� S g Y - - - -- $29.4t700 $29,017.00 the road. Green Led message center on both sides. --- - ----- -- 1 COMBAVYLATM2 Graphic wrap on freestanding $1,096.00 $1,096.00 ATM unit on drive thru island. � , Graphics on all four sides. Full �' _ coverage. 1 COMBAWSI-4X8-1 ❑luminated wall sign mounted $2,150 00 $2,150.00 on front elevation of the building facing Gall Blvd. � 2 COMBAWS2-8X1 I-6 Illuminated,wall signs mounted $4,838.63 $9,(77.26 '� �, the building. I on the rear of the I building facing the shopping I, center,and a 2nd sign on the side of the building facing the gas station. - --- -- -- -- - - � ' � PERMITS Permits billed at additiona(cost $0.00 $0.00 ' _ _ __ _ on final invoice. i �, SubTotal: $54,466.26 `` Est Freight: $0.00 , O � � � Tax Rate:�.00% Est Tax: $3,812.64 Est Total: $58,278.90 Approved By� Date: I -- - -- -- -- - --- - - ! Commission Approval: -- - - - -- --- -- -- - -- -- -- -- -- - -- - -- - l Product: Rate:% Deduction:$ Flat Rate:$ I Install: Rate:% Deduction:$ Flat Rate:$ - --- - -- - - - - -- -- - -- - --- - -- -- --- -- - - - - --- - --- - J THOMAS SIGN&AWNING COMPANY, INC. �ryk ''��'�:.�k ;�r �w,'�. �;s,{��'m �yw,�4�, y �f"�:� .kk A.�. ��1 �..�� [4r, t MF,1J, t<"'', > '� ',�Fx,,3� � , �¢��, R iY 3#'� `i�,�,Y � ��,�', r:.a^,.V ��f� � �Vr.�'�a, �.'„` e�*��`.�P._.� �`� Wali Sign Calculations For: Customer: C1 Bank Site Address: 7435 Gall Bivd. Zephyrhills, FL Sign Description: 1'-4" Tall x 8'-2" Wide x 1'-0" Deep Wall Sign at North Elevation Sheet Index: 1. Cover Sheet and Design Specifications 2. Sign Geometry, Wind Loads, & Wall Anchorage Design Specifications Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE 7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008 APA Specifications Ultimate Wind Speed, Vult = 140 mph Nominal Wind Speed, Vasd = 108 mph Risk Category = II Exposure Category: B gt��e+�e�a�petra� Prepared by: �,�`�,'�i��*�•Y u;q�'�,,� , 4e.`��.�, ' .c,,V!':gi'�L; ,x°�`.�.N�. ��� �m� Cy ' ��y` ` t�� ,� 't; �' �,��, � � �.�,,, � � l" I y � `:. ��- � �//� -, �e, �.+ w � %:;;.,, °��+ � f�, TH�OMAS ~=� �;..� � � �� �� °`�'.�. „ ° �'j `,, �:' �.':`.r � --�; .`�.+'v,'' S{GN 3 AWNINO COMPANY,�NC. �d �'•`t:-'� �„ re�,e •"u�_t'„�y�' :;y°<�, .�,ro ,«y �,..,;w ;�ci Engineering Department �;�.� �:.���:-,�__ M� ,�� 4590 118th Avenue North `'��r's�iCiB+���� Clearwater, FL 33762 Phillip P. Sayers 1-800-526-3325 FL P.E. #69795 Cert. of Authorization #29484 3/8/12 TSA Sales Acknowledgment #: 88690 Page 1 of 2 � THOMAS SIGN &AWNING COMPANY, INC. �a a 1 ': � z° '� .t« y i�' �� a. ��, �'�, �`�`;�`,; ^r'�:µ#� �,.�' �,�,�`S. .z i,,��',�' .�� w .:k§��,, ',,j'�`waa Sample Calculations Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*Vult� Wall Sign Length = 8.17 ft p = qh * (GCp-GCpi) Wall Sign Height = 1.33 ft T = 0.6*p*Sign Height*Sign Length Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth Dist. to Top of Sign = 15 ft M = Force * Eccentricity Wall Sign Weight = 7 psf (Ta/Tn) + (Va/Vn) <= 1.0 Location on Building = Wall Zone = Edge Wind Loads Ultimate Wind Speed = 140 mph Expsoure Factor = B Risk Category = II Kzt = 1.00 GCp = 1.40 Kz = 0.70 GCpi = 0.00 Kd = 0.85 (GCp-GCpi) = 1.40 qh = 29.9 psf Pface = 41.8 psf ;S��pS t,�y� °���' . � „.���Y''`�I Anchor Desi n .,R`',�i' °�`s;,r.'r��°•,�;�'°9 ���.l,..'°,�. ` �= ° > est'� Load Source Ecc (in) Tension Shear Moment � ��� � ; � " = (Ibs) (Ibs) (Ib-in) �` '� �p � . / °� ' Wind Suction 0 272 0 0 �-sa� / �/� �1-:c��, Wind Shear 6.0 0 25 150 :,;•F°•, ti (�' ::r:, q'� Sign Weight 6.0 0 76 456 e����"~� 'o'�'+°"°`v"� �`�°e.�r';V ,G�-Yy � `.�i'j.S��A'& TOTAL = 272 80 606 `�yr`4�°;�,����_�-����'� �p°�a�iCdbG�8u6, No. of Anchors = 6 Ta = 225 Ibs Tension/Anchor = 59 Ibs Va = 750 Ibs Shear/Anchor = 13 Ibs Interaction = 0.28 < 1 OKAY Substrate = Hollow CMU Anchor Type = Sleeve_Anchor Wall Sign to be mounted to using min (6) - 3/8"0 Diameter - 3/8 in screw anchors with 1-3/4" min embedment, in pairs at 48" max spacing. Refer to drawings for anchor types at different wall substrates TSA Sales Acknowledgment #: 88690 Page 2 of 2 THOMAS SIGN &AWNING COMPANY, INC. ��* '°��M,��,� x�a �,�r '��r#° �,.�t'` .,�xt .�y�.p,q,, r' x.' ,y ;��K:h ,�" `r., *q" a ,� �c�, warx e �a�a, .k'¢�° t � �� a. �z���a,`� i'�`�'` �+ ��„tM n� »��• ,'`. ��'e, .c',�„"�`:��t,.3�'`��+' �,`xi*--riK �. Wall Sign Calculations For: Customer: C1 Bank Site Address: 7435 Gall Blvd. Zephyrhills, FL Sign Description: 2'-g" Tall x il'-6" Wide x 1'-0" Deep Wall Sign at East Elevation (Drive-Thru) Sheet Index: 1. Cover Sheet and Design Specifications 2. Sign Geometry, Wind Loads, & Wall Anchorage Design Specifcations Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE 7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008 APA Specifications Ultimate Wind Speed, Vult = 140 mph Nominal Wind Speed, Vasd = 108 mph Risk Category = II Exposure Category: B Prepared by: �s�����p �P.�,S��`�s, ����,`Q�a�'�,,,G E NS'�y�','ri � �!0 6� '� " ; � � � gz � �� � � � � % .vt� �`,'• w� � �' �✓ .s. `?(�`� S�&� ��+ �� � + ;¢ r �1 . oLL,a ° ��r �Q� . �t,�: THOMAS � � ° ' oe �> . ,+'� � �`w ����• � SIGN 3AMVNINfi COMPANY,INC. ��afj r,1��{' �� ,•"•��('�`�� Engineering Department `r�� �3���,��q a�` .r f � a e 4590 118th Avenue North `r�°ar���04r Clearwater, FL 33762 Phillip P. Sayers 1-800-526-3325 FL P.E. #69795 Cert. of Authorization #29484 3/8/12 TSA Sales Acknowledgment #: 88690 Page 1 of 2 THOMAS SIGN &AWNING COMPANY, INC. yx :`d � i'�' ' F� a±r"". �,� '-,r��y � ',�t d�x �� ,-�:+`tlp�<`;.� '' �h,w^�i'.`t�; 'a'" ' k'3'a.g w�' M j�7 a„ro ha �, r_ & "�';, � , k;,"F',�,',. s r.�� ,r�„ ;,r, ��r f�:� �'���,a�sa'�" �r. "—d�,���� � a4 E" + '� f d' ��,�5,"i�, Sample Calculations Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*vult� Wall Sign Length = 11.5 ft p = qh * (GCp-GCpi) Wail Sign Height = 2.67 ft T = 0.6*p*Sign Height*Sign Length Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth Dist. to Top of Sign = 15 ft M = Force * Eccentricity Wall Sign Weight = 4.08 psf (Ta/Tn) + (Va/Vn) <= 1.0 Location on Building = Wall Zone = Edge Wind Loads Ultimate Wind Speed = 140 mph Expsoure Factor = B Risk Category = II Kzt = 1.00 GCp = 1.40 Kz = 0.70 GCpi = 0.00 Kd = 0.85 (GCp-GCpi) = 1.40 qh = 29.9 psf Pface = 41.8 psf Anchor Desi n `��,�\��,�p P �S,q��,''� ���,,��,.�0 G E�,��•..,�,�.•��' Load Source Ecc (in) Tension Shear Moment � , � � (Ibs) (Ibs) (Ib-in) : *�:� T � �j�st� � Wind Suction 0 770 0 0 �-A j/�� = .. a ;'ttd Wind Shear 6.0 0 50 301 ��y��V �� � �� v,=��'� Sign Weight 6.0 0 125 752 °: ' .. � � .� �•y`�;��°'��'�� TOTAL = 770 135 1053 dP�s ry.�'!�'��": �.���`,� `,r��U1VA�����,�'� No. of Anchors = 8 Ta = 145 Ibs Tension/Anchor = 106 Ibs Va = 250 Ibs Shear/Anchor = 17 Ibs interaction = 0.80 < 1 OKAY Substrate = Hollow CMU Anchor Type = Screw_Anchor Wall Sign to be mounted to using min (8) - 3/8"0 screw anchors with 1-3/4" min embedment, in pairs Diameter = 3/8 �� at 48" max spacing. Refer to drawings for anchor types at different wall substrates TSA Sales Acknowledgment #: 88690 Page 2 of 2 � THOMAS SIGN&AWNING COMPANY, INC. ,,+�',_ '"" �.�Y; �,)'�F�` -�.�` � a� ,�","'t� •^�$ a'i.�+ ,.d" *� ",w' Ras,r. ,�,r d `�� P •+s xr"�''�".,. .,t� �"., .t;,¢ .i'� ,y.,;",�t'M•'f„��`^t.$ '��u �.�'�"�,��.'�"�;;'r Wall Sign Calculations For: Customer: C1 Bank Site Address: 7435 Gall Blvd. Zephyrhills, FL Sign Description: 2'-8" Tall x 11'-6" Wide x 1'-0" Deep Wall Sign at Storefront Sheet Index: 1. Cover Sheet and Design Specifications 2. Sign Geometry, Wind Loads, & Wall Anchorage Design Specifications Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE 7-10, AISC 360-05, ACI 318-08, ADM 2010, 2005 NDS for Wood Construction, and 2008 APA Specifications Ultimate Wind Speed, Vult = 140 mph Nominal Wind Speed, Vasd = 108 mph Risk Category = II Exposure Category: B `�d�►ii1111R/8�� Prepared by: �.•°��� �. s� '•,, �� ��, .. , ;�- ., ,.,;.,„. , . � `4�`��,�•°�.q�t tUS�'�''��: ;tS�: .; No 7,9� , r .. a � �,: � •:t� = "::. ��. :' ` ' = = �L' � � .���, a 4¢ � ,� J � � ` � q . ... n.x� , ,,•y��' i ° ` • . �� i TH�OMAS ` � � F :`��` '���;;•G�� ��oP:\�.�.�.. SIfiN d,AVYNINO COMPANY,INC. Ij � �•°• . . �' ♦ Engineering Department °A�,�����,��E��,•� 4590 118th Avenue North Clearwater, FL 337b2 Phillip P. Sayers 1-800-526-3325 FL P.E. #69795 Cert. of Authorization #29484 3/8/12 TSA Sales Acknowledgment #: 88690 Page 1 of 2 THOMAS SIGN &AWNING COMPANY, INC. s��� „ro �! ��,' ,�n... ° P �.8;���Y"a�a,^' � p� "�i � x 1'� <W � w'3'�m%6� rr ��9,�,„ .r, .i i �, �.b,. ,r.4o- t„ a. ..s da x .�`^ c:. ..w 'd ,s� ;�° �q;�% , ,�° *���,:..�a�r� ,aW."� „�,rw�l,", :',k,'.,,,�=.�:�.� ,,�y,;p.. Sample Calculations Geometry - Wall Sign qh = 0.00256*Kz*Kzt*kd*Vult� Wall Sign Length = 11.5 ft p = qh * (GCp-GCpi) Wall Sign Height = 2.67 ft T = 0.6*p*Sign Height*Sign Length Wall Sign Depth = 1 ft V = 0.6*p*Sign Height*Sign Depth Dist. to Top of Sign = 15 ft M = Force * Eccentricity Wall Sign Weight = 4.08 psf (Ta/Tn) + (Va/Vn) <= 1.0 Location on Building = Wall Zone = Edge Wind Loads Ultimate Wind Speed = 140 mph Expsoure Factor = B Risk Category = II Kzt = 1.00 GCp = 1.40 Kz = 0.70 GCpi = 0.00 Kd = 0.85 (GCp-GCpi) = 1.40 Ah = 29•9 psf Pface = 41.8 psf e��`�1111 1/���8' Anchor Desi �l �,�,e\���� P' S�y��i'� Tension Shear Moment �` `�"s �G E . �� �' Load Source Ecc(in) :�' � � �.�'�' �� (Ibs) (Ibs) (Ib-in) � � .. 15 � � � � * `,Il� ��� ^ Wind Suction 0 770 0 0 ' ' Wind Shear 6.0 0 50 301 �' • ��� °.13T G`F ' Sign Weight 6.0 0 125 752 �.�,'�:°. =r P:'`�,�.: TOTAL = 770 135 1053 �`��.��A�L•�:�:i�'����`�` *r �t}i'�f�LE' ��` ''ftj����u��a�� No. of Anchors = 8 Ta = 145 Ibs Tension/Anchor = 106 Ibs Va = 250 Ibs Shear/Anchor = 17 Ibs Interaction = 0.80 < 1 OKAY Substrate = Hollow CMU Mchor Type = Screw_Anchor Wall Sign to be mounted to using min (8) - 3/8"0 Diameter — 3/8 in screw anchors with 1-3/4" min embedment, in pairs at 48" max spacing. Refer to drawings for anchor types at different wall substrates TSA Sales Acknowledgment #: 88690 Page 2 of 2 THOMAS SIGN &AWNING COMPANY, INC. ,.,. .. ,.:.. � .�, ,... , , . � .,. .. . Monument Sign Calculations For: Customer: C1 Bank Site Address: 7435 Gall Bivd. Zephyrhills, FL Sign Description: Monument Sign - 11'-0" OAH with 9'-li" Wide Cabinet with EMC Sheet Index: 1. Cover Sheet and Design Specifications 2. Sign Geometry, Wind Loads, and Member and Foundation Design Design Specifications Calculations have been prepared in accordance with the 2010 Florida Building Code, ASCE 7-10, AISC 360-05, and ACI 318-08 Ultimate Design Wind Speed, Vult = 140 mph Nominal Design Wind Speed, Vasd = 108 mph Exposure Category = B Risk Category = i� Soil Lateral Bearing Pressure = 150 psf/ft ,ae`,�ieMr�'�rb�rr Prepared by: �•• �,��, P. ��4y•�., ``�.�Q,Z,��:��c E N' . ic �,� �?x»:�u:. c�.a �.�,....... .-s e�(Sy �i� ♦ . � � ./'� ° :� •' � � fj�a "��r�'� = '/� - �; '.m, x � ��e Ju?�::)�. . �`�. : '�� %•w �1 � 4J 1— �.°��./1 �,���a� ,w��f� THOMAS ° ���- r�� �� -' �� �a`�.,;. P"a n}�� r` O 310N 6 AWNINf3 COMPANY,INC. ��'yO=�i�'>�J'.•��•'`�'�;�,� 4590 118th AvenUe NOrth `��r,r' �'�'�=��- �.�'� Clearwater, FL 33762 8�����a�a$��� Phillip P. Sayers 1-800-526-3325 FL P.E. #69795 Cert of Authorization #29484 3/8/12 TSA Sales Acknowledgment #: 88690 Page 1 of 2 THOMAS SIGN &AWNING COMPANY, INC. . , � . ..�,. ,. w, � , ,N,• �amole Calculations: qh=0.00256*Kz*Krt*IC�*Vult� F=Qn*G*�r*A5 M = F*Zcentroid � T = F*X�entroid sr � Cabinet Pole Width (ft) 9.92 Height(ft) 11.00 11.00 Depth (ft) 2.50 Z�„tr,,d (ft) 6.05 6.05 ^oentroid ��� Weight(ib) 327 313 S.� Cf(A8c6) 1.47 1.47 e� P (psf) 36.0 36.0 CASE A Force (k) 3.34 CASE B Force (k) 3.34 l+--3'-0'0 Steel Design per ASCE 7-10 Load Combinations (Sec 2.3.2) Member: HSS6.625X0.280 Pu = 0.8 k �p� = 77.4 k Combined Torsion, Shear, Vu = 3.3 k �Vn = 59.0 k Flexure,and Axial Loads Mu = 2Q.2 kft �Mn = 33.1 kft 0.69 < 1 Tu = 6.6 kft �Tn = 31.3 kft Foundation Design (per IBC) d=0.5*A*{1+[1+(4.36*h/A)]^(1/2)} with A=2.34*P/(S_1*b) Diameter = 3.0 ft h = 6.1 ft Provide HSSS6.625"0 x 0.280" round structural tube P = 2.0 kips (A500, Grade B) or steel pipe 6"0 std. 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