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HomeMy WebLinkAbout17-18269 ' CITY OF ZEPHYRHILLS � ' S335-8TH STREET (813)780-0020 18269 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18269 Address: 7252 GALL BLVD 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: 35-25-21-0010-08800-0000 Improv. Cost: 2,322.00 OWNER INFORMATION Date Issued: 3/16/2017 Name: BEAR STEARNS COMMERCIAL MORTG GE Total Fees: 135.00 Address: 5221 N O CONNOR BLVD STE 600 Amount Paid: 135.00 IRVING TX 75039-4414 Date Paid: 3/16/2017 Phone: 727-442-7184 Work Desc: INSTALL WALL SIGN /HANNEL LETTERS 20.7 SQ FT W/ ELECTRIC (RITA EYEBROW) CONTRACTOR S APPLICATION FEES COASTAL SIGN INSTALLATION LLC SIGN 75.00 COASTAL SIGN INSTALLATION LLC ELECTRICAL FEE 60.00 � Ins ections Re uired FOO ER ELECTRI L ROUGH FINAL � �—��`�'"`e, �-��"L REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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 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." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �4�. I CON TO SI NATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �� , , a��-�so-oozo City of Zephyrhilis Permit Application Fa�$��-�so-ao2� Buliding Oepartmerrt Data Received 3 � �� phono Contact for Permiriin I� � p — ` ear tr,�.:ms �o�r�►�.rc�cU o�} n Owners Name 9 r C- an• nj' OwnerPhona Number � � N oG�nnor�Ivct $u,�tit vGo �"�"� � Owner's Address i n c o " Owner Phorte Num6er Fee Slmpte TdUeholder Name Owner Phorte Number Fee Sfmple Titleholder Address JOBAD�RESS 1�� I • LOT@ � SUBDIVISION � PARCELID!# � �S—� �O� �"O O� (09TA1NED FRON PHOPFRTY 7AX HOTIC� WORK PROROSED e NEw cONSiR 8 ADDlALT Q SIGN � Q �EMOLISH IIdSTALL REPAIR �� PROPQSED USE Q SFR � COMM Q OTHER TYPE OF COtdSTRUC710N Q BLOCK FRAME � STEEL Q DESCRIPitON OF WORK �,I 1 ` GhR 1"1i1�I t2 �Cei.J �� BUILDING SIZE SO FQDTAGE HEIGHT � �BUILDING $•'1 � VALUATION OF TOTAL CONSTRl1CTION O� QELECTR�CpL a AMP SERVICE Q PROGRESS ENER6Y Q W.RE.C. QPLUMBING $ � �//� �J� ���� QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �, v /�/ �� � �/� U. � � QGAS Q RdOFING Q SPECIA�N Q OTHER / �, � �,/� �Q/ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO t(// �U � � ��� BUILDER � .. r� � , COE�PANY l� Y � _ S� cSIG�� ��� � �( � /� ` �— `� .0 � � K\ �Y A laV SIGNATURE � f l�v i ! a�w�x�n Y/N F�cuRR� Y/N -�� Addreas �.S � �'�s'Y D '� 1 �� ����eer�se# Y-- � Unv���� ELECTRICIAN �,F`/���. �("J � COMPANY �r./Zf�L c�C C\1d1 � � ! '. � 1 � SIGNAIURE �,�� rtEcrs7ERm Y/ tJ FEE CURR Y!N ���1��G1 Addre&s ���•J ��^" �'e �1 f�S.� �]�Z- ucense� �`t`S''d •-�,�1 `�d-e.�l�`1�11}'�(�, PLUMBER C0�9PAHY ��+�.n►'I LL�-x SIGNATURE REGI3TER� Y!N FEE CURREA Y/N ���� �0� Address UcensetF � MECHANICAL COMPANY SIGNATURE aecisre� Y/N rfE cUaaEn Y!N Address License# OTHER CONlPANY StGNATURE REGISTFRED Y!N �cu� Y/N Address LlcerMe tt tllllllllllll� llllt111t111I111 / 1111i111111t1111111111111111111I11I1 RESI�EPITIAL Ariach(2)Plot Plans;(2)sets of Building Plans;(1)set aT Ertergy Fortr�s R-4W Permlt for new construcUon, Npnimum ten(10)waking days aRer submittal date.Requlred mislte,Conslruction Plans,Stortnwater Plans wl Sitt Fence installed, Sanitary Fadiitles 8 7 dumpster,Site WoAc Permit fw subd'rv"stonsllarge projects COMMERCtAL Attech(2}c�mplete sets of Bulldtng Plans plus a Lffe Safety Page;(1)set of Energy Forms.R-O-W Permit for new construGlon. Minimum ten(10)vrorking days after5ubmfttel date. Required onsite,ConsWclian Plans,Stortnwater Plans w!Silt Fence installed, Sanitary FadUUas&1 dumpster.Site Wwk Permtt for all new projects.All commerCi&1 requirements must meet compliar�e S(GN PERMIT Attach(2)sets of Engineered Plans. , ""PROPERIY SURVEY required(or atl NEW consWdfon. l_W DirectEoRe: Fill out application complelely. Ovmer 8 ConVactor slgn back of apWlcalion,nMerized If over 5�0,a Nodce of Commencement is requlred. (A(C upgrades over$7500) ~ Agent(for ihe cantrador)or Power oi Atromey(tw the rnmer)v.vula De someone Hn1h notarized lerier from ovmer guthor'rdng sem e OVER THE COUNTER PERMITTING (eopy of coMrecl required) Reroofs d shingles Sewere SeMea Upgredes A/C Fences(PIoUSurvey/Footage) Driveways-Not over Caunter H on publlc roadways..needs ROW ' ' AfOTtG OF DEED RESTR1CTtQNS: The undersigned understands fhat tt�is,permit may be subject ta"deed"restrictions° ,' which m y be more.cestrictive than Caunty regulations: The�undersigned assumes�espon'sitiili.ry' fo�compiiance with any � applicab e deed restrictions. -- UNLIGE SED 6QNTRACTORS ANt3 GON'fRAGTdIt RESRQNStBIl.IT1ES: If tlie-bwner has hired a:contractar or contractQrs�to undertake work,#hey may be required ta be licensed in accordance with state and local regulations: If:tfie � contract r is not licensed as requi�ed by law, botFi the owner and.contractor may'=tie eitec!for�a misclemeanor violation under st�te law. tf the owner or intended contractor are uncertain as to whai licensing requirerimenfs;may=_appiy forthe: �� intended�l'�work,#hey are advised to contact'tfie Pasco County Building tnspection Division=Lii;ensing Section at 727=847- 8009. Furthermore, if the owner has hired a contractor or cont�actors, he is advised to have the contractor(s) sign _ portions of the"contractor Biock°af this apptication for which they wil!be responsible, if you,as tEie'buirnec s'ign as ttie ` cantract�r,that may be an indicafion thet he is not praperty licensed and is nat entitled to permitting privileges in Pasco County. - �'� " TRANS QRTATtQN lMPACTIttTlLITIES INiPACT AND RES4URGE REGOVERY FEES: The undersigned understands that Trar�sportation Impact Fees and Recourse Recovery Fees may.appty to the construction of new buildings,changetof - use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 94-07,a amended. The undersigned aiso understands,that such fees,as may be due,wiH�b+a identified af ttie#ime cif permittin . ft is further undersEood that Transportation impact Fees and Resource•Recovery.�ees must be paid priar to receivin a"certificate of occupancy"or final power release. If the.project does not involve a certificate of occupancy•ar� final po er release,the fees must be paid prior to permit issuance. Furthermore,if Pasco Caunty WaterlSewer�tmpact � fees are ue,#fiey must be paid prior fo permit issuance in accordance with applicable Pasco County ordinances. CONST UCTION LIEN LAYV(Chapter 713,Florlda Statutes,es amended): If valuation of work is$2,500.00 or more,I certify t at I, the applicant, have been provided with a copy_of the "Fiorida Gonstruction Lien l.aw—klomeowrter's Protectio Guide"prepared by the Flarida department of Agrioulture and Consumer Affairs. If tfie appticant is someone_ other tha the"owner",I certify that I have obtained a copy of the above described document and promise in good faith,to deliver ik to the"owner"prior.to commenoement. COhlTR1�GTOR'St4WNER'S AFFIDAVIT: 1 certif}r that a11 the infarma#ion in this application is accurate and thet ali wark will be d�ne in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby r�Zade to obtain a permit to do.work and installation as indicated. i certify that no wark or.instailation has commen�ed priar•to issuance af a permit and thaf aii work will be performed to meet standards of alt laws regula#ing construc ion, Caunty and City codes, zoning regulations, and land development regulations in-the jurisdictian. I also certify th t I understand that the regulakions of other governmeni agencles may apply to the intended work,and that it is my resp nsibility ta identiFy what actions t must take to be in compliance. Such agencies include but are nof timited to: - .Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wettand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis,Docks,Navigable Waterways, - Department of Flealth & Rehabilifative ServiceslEnvironmentat Health Unit Wetls, Wasfewater Trea#ment, Septic Tanks. - US Environmental Protection qqency-Asbestos abatement. - Federal Aviation Autharity-Runways. I underst nd that the fallowing restricfions apply to the use of fill: - Use of fiii is not allowed in Flood Zone"V"unless expressly permitted. - if ttie fill material is to be used in Fload Zone "A", it is understood that a drainage p[an addressing a "campensating volume"will be submitted at time of permitting which is prepared by a prafessional engineer liaensed by the State of Florida. - tf the fill material is to be used in Flood Zone"A° in connectian with a permitted bui3ding using stem wall construction,I certrfy that fill wiil be used only to fiil the area within the stern 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 af ftt is found to adverse[y affect adjacent properties,the awner may be cited for violating the conditians of the building permit issued under the attached permit appiication,for lots Iess than one(1} acre which are elevated by flli,an engineered drainage plan is required. tf 1 am th A�ENT FOE2 THE OWNER,t promise in goad faith to ir�form the owner of the permitting conditions se#forth in this aftid, vit prior to commencing construction. t understand that a separate permit may ba required for electrica�wark, ' plumbing signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit is ued shail'be consfn.ted to be a ticense to groceed with the work and not as autharity to violate,cancei,alter,ar set aside any pravisions of the technical codes,nor shall issuance of a permi#prevent the Building Officiai from thereafter requiring correction of enors in plans,construction or violations of any codes. Every permit issued sHall become invalid unfess th work suthorized by such permit is camrnenced within six months of permit issuance,or if work author�zed by the permi is suspended or abandoned for a period.of six(6}manfhs after the time the work is commenced. An extension may be r quested, in writing,from the Building O�cial for a period not to exceed ninety(90)days and will demonstrate �ustifiable cause for the extenslon. If work ceasas for ninety{90}consecutive days,the job is considered abandoned. WARNIN TO OlNNER: YOUR FAILURE TO RECQRD A N07'ICE OF COMMENCEMENT M�4Y RESULT IN YOUR PAYING ICE FOR{MPROVENiEN'1'S't'O YOUR PEtOPERTY. IF YOU,INTEND-TO OBTAIN F{NANCtNG,CQNSULT Wfii'H YO R'1.ENDER tJR AN ATTORNEY BEFORE.f2ECflR27FNG YOUit NOTtCE OF COMMEPlCEMENT. FLORIDA J RAT(F.S.117.03) a �� OWNERO AGENT COPtTRAGTO �'C Subscribed nd swom to(or affirtned}before me this Su scribe and m to or , ) fo pie,th�s � Y � Y Who islare e onally known to ma or has/have produced ho i�,/�re�e�s�na���,tQ�$or a av duced as ldentlfiaaBaa. I�K�V��� lU3U es Iden BcaUon.� ` �o"v�,/A.- Etu;�v�� /�����`x" Notary Pubiic Notaty Public Cammissfon No. Commission N . .��,;�Y:H•:�, aFa�����E RUF�E�.�. Name of No ry typed,prtnted or stamped Name of t+ ; qt��{qp�{gj�� :.� :Q;�xpttes November 7,2020 Iyi+OTft�t`:` SondedT�rruTroyFiin{t�stusnce800��3E5�70t9 r�rr���� ��b/"Gc �'��G/��2 /ZLl���/� -o. Q� ' , ;��.' �� _' - .Sr � � Colliers International n,uiN +1 727 442 7184 � , . Tampa Bay Florida Fax +1 727 449 2428 .` 311 Park Place Boulevard www.colliers.com � Suite 600 • • Clearwater,Florida 33759 Tampa Bay Florida CeMral Florida , Southwest Florida February 22, 2017 Crazy4signs 37041 SR. 54 Zephyrhills,Florida �35�f'2 RE: Dave Patel(Eyebrow Threading) 7252 Gall Blvd _ Zephyrhills FL 33541 Dear Tenant: i i As agent for Forest Lakes the below signature authorizes the above mentioned sign company to install the following at the above referenced location: � X Fascia Sign Canopy Pylon Sign Other: Signage shall be installed by a licensed and insured sign contractor and electrician who will obtain all pernuts and follow all applicable County, State and Federal laws, codes and/or statues required. _ Only U.L. rated and non-corrosive materials will be used. Contractor shall supply to Owner prior to installation,the following information: ✓ Wiring Requirements ✓ Weight ✓ Installation Method ✓ Type of Sign � Contractors shall install the signage per the drawings and City/County's approval. No additional penetrations shall be made to the fa�ade without prior authorization from Agent/Owner. � Any existing penetrations,which will not be used will be repaired and painted by the sign contractor to match the existing finish. All costs for these installations shall be the sole responsibility of tenant. Tenant shall hold harmless Colliers Arnold d/b/a Colliers International Tampa Bay and the Owner of the above referenced property. . � „' �� , 1 . Page 2 of 2 Immediately upon completion of sign installation tenant shall forward a copy of approved pernut and drawing for Owners records. _ - If you have any questions,please contact our office. Sincerely, Co[liers International Ta»tpa Bay, as agent for Town View Square C�G���'Q . David George Property Manager cc: Tenant File Enclosures: Legal Description Site Plan I affirm the above information is true and a��rect to the best o knowledge. � orn and witnessed before me th' � day of �� \\ - - - ---- � -- - -- , - - . Notar}� u�'ic State o �lorid 4 nty �Commission My Commission Expires: � �-��� Personally known to me or produced identification ;=��P�YPbe��; JACQUELYN(d A,TiCKYJ `*� *= MY COMMISSION#FF104227 :�`.. .'Ov: '•',?FOF�oQ••'� �XPIRES April 8, 2018 �ao7)3s8-o153 FloridallotaryService.com � � CI��4�Y � /�NS Sales@Crazy4Signs.corr� vvwvy.Cra�y4Signs.com (813) 715-2333 37041 State Road 54 Zephyrhiils, FL 33542 March 3rd, 2017 Sign Project: EYEBROW THREADING Sign Location: 7252 Gall Blvd. - Zephyrhills, FL 33541 Subcontractor for Sign Installation and Permitting: Coastal Sign Installation 8725 66th Ct. N. Pinellas Park, FL 33782 727-209-2571 This letter is to state that Crazy4Signs is working with Coastal Sign Installation on the above mentioned project. Coastal will be handling the permitting and installation of the fascia sign. ! � Shatin atel Crazy4Signs, LLC. State of FLORIDA County of PASCO Sworn to (or affirmed) and subscribed before me this 3rd day of March, 2017 by Shatin Patel of Crazx4Signs, LLC, who is personally known or produced as identification. S EAL: Notary ' nat e �a• � a OE�OMH OUYER PATEL � Motup Pe�Ok-SUte oi flor(0� � /�G�/ ,I� �rilfibn i FF=1903�3- . `/��YJ/'� �Ll�� �CJ t '�"',R;�;Z► Mh!Comm.Exptrq Mov 1.2017' Notary Printed Name �- . � �Jobname ' 3Eye6iowThreading� , �„"`�`""'�'�`�""""�' . V"�`�"� Job# �0117C4S . - , ,.. :� Sign campany: Craiy4 Signs "° ° �o-� Installalion location: �7252 Gall Blvd.,Zephyrhiils„fl 33541 _ _ „�,,,v Seetion 1609.6.4.4.1 of Florida Building Code 2014 applies. Application of wind pressures using lhe altemative all heights method for components and cladding Type of sWdure: raCeway mounted LED channel IetFers�"'W� ,,,.,'""�"�"�� �'�� Occupaney Category: �II'�+ Uitimate design wind speed,figure C,FBC 2014,section 1609: �,140 ' mph Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2014 502 psf Net Pressure Coeficienl(Cnet)from Table 1609.6.2(1) Components and Gadding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied behveen wall and sWcture,pulling siructure away from wall Load cartied by tension in fasteners connecling sVucture to wall -maximum heighl of structure to be attached ��'1 17�k -mauimum width of sWcture to be attached 8.83 H -fillfador � �1:00 -projected area of eaeh component to be atlached 10.3 ft"2 -wind load -564 Ibs -design limit tension load per fastener to ���,,,,,�25�0'1 Ibs -even number of fasteners minimum of 2= -4 -number of tasteners pradically required due to structure shape p6 i -weightofstrudureisapproximately t' 85.�Ibs -design limit shear load per fastener to �12�Ibs -average shear load per fastener= 14 Ibs Mounting surface consWction is: to�be delermined ` ��. � ' ��'"� Usemethods: s,t�tfirough4 ,,.,,,,�` _"_ � Method 1-Liberry brand toggle bolts -use 3/8"x 6"lang toggle bolts,item no.38600TM I -ultimate tested shear load in hollow CMU=30001bs -ullimate tested pull out load in hollow CMU=1800 Ibs i -design pull out load=250 Ibs NOTE: Design assumes thet fasteners are installed according lo manufadurer's instruetions,using wrrect size drill. Method 2-Lag bolts into traming members. I -use 3/8"galvanized lag bolls with at least 5"of embedment into framing membere. -allowable pull out load= 436 pounds -allowable tension load= 680 pounds , Method 3-Through bolts inlo a blocking member. -use threaded steel rod into a blocking member placed behind framing member. -ultimate tension load#10124 rod= 100 pounds ultimate shear load= 50 pounds -ultimate tension load 1l4"rod= 270 pounds ultimate shear load= 200 pounds -ultimate tensian load 3/8"rod= 680 pounds ultimate shear load= 5�0 pounds -ultimate tension load t/2"rod= 1260 pounds ultimate shear load= 940 pountls Method 4-Masonry expansion anchor bolts. -use HILTI HL-H 3l8"x 3"Galvanized Sleeve Mchor,item no.00336253 -ultimate tension load=4501bs NOTE: Design assumes that fasteners are installed according to manufacturers instructions,using cortect size drill. Method 5-3/8"x 5"Simpson Strong6e Titen HD in hollow CMU , -allowable tension load=720 Ibs -allowabie shear Ioad=1240 Ibs NOTE: Design assumes lhat fasteners are installed according to manufacturers insWctions,using correct size drill. http�/Miwwstronatiecom/productslanchorsvstemslmechaniral/titen-hd/loads cmuhollow tenshear.html Method 6-1/4"x 2 7/4"Tapwn 410 SS,part no.3369907 -depth of embedment in hollow concrete bock= 1 1/4" -pullout strength=754Ibs -shear strength=1218 Ibs "„� • ��� Method 7-Threaded rod and epoxy embedment in wncrete masonry unit(CMU)wall � -for a 3/8"HIT A rod anchor wilh Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment �, � �I I -ma�timum allowable shear load=11451bs ,��, ������ N�• ,� -maximum allowable tensile load=1490 Ibs `� O� ��� CC`•�O��� -design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4)(250)=65,use 50) � �� �� �. http•/lw�w+stronqtiecomloroductslanchorsvstemsladhesiveslsetxo/loads fension-shear rod-rebar cmuhtml � � Np ��44�$9 � i • � • � Method 8-#10 self tapping sheet metal screws or wood screws � *� :* = � -design tension load=75 pounds � � � � � �w� •�� � Method 9-5/16-18 Riv-Nuls by"Atlas SpinTite part number AELS-51&312" � �� � � '� -pull oul strength in 0.125"aluminum sheet=3602 pounds ��; STHTE QF • �� � -design tension Ioad=75 pounAs ��0��•��' P:•��� Method 10-1/4"filletweld �j�,�-p�i�R,0�•,�;��, ' -design shear sVength per lineal inch ot weltl= 150 pounds �,\7(� (� , -design tension sVenglh stren9�Per lineal inch of� 150 pounds ��, �ONA,,,v�� Method 11-Siliwne adhesive(Loctite SI 5640 or equivalent) ,•,,������'',, -design lap shear sVength with PVC=160 psi htlp•/lhenkeladhesivesna com/henkelnal10232 LT6691 SI 5640 SiliconeSS.odf References: ASCE 7-10 The 5th Edilion(2014)of the Florida Building Code John J.Orlando PE LLC 0044089 165 Old Ridge Road Macon,GA 37211 sheaY. �3'of 3 (478)731-5394 jjorlando@wx.net � : . 88" - � I � � � � . � � � � � � �- -106" Sign Square Footaqe Calculations: 17" x 88" = 10.4 sq .ft. 14" x 106" = 10.3 sq .ft. TOTAL: 20.7 sq .ft. Sto ref ro n t = 14ft x 1 .5 = 21 �� � ����r�� °�I�r��c�in� �y I��t� - �'f2�2 ���� ���d. ���hy�h����, �L 3��4� ; �'����a��� �qu�r� � P��r��r �D 3�-����°i r��1��Q���4-�00�0� , , � _ ��! " "� � - ��; — ;�� -- _ ;�; a i =. i��'�� � — _ , '� . ,"e:�t���;,�r '���, �''��,p��.r,�,, (�� � _" L•=rL_•� `"LA.,y L��?.j. .� ._:. �� __ !�; � � i'��� ,�; � � ,.s !�_ - ''` -- � 1 �� � �..�_ � � _ �.�.� ,� �,��.�... _ _ - - �:`— �, ,��.—:.-�:�r � ,� � � � �i-rr�rG �,.�..�_�•,,�F�•,, �i�ll;�" .�=+ ..�� =r' - -_ � �"--'�- r. = Cr - '�� �Y=" �f�"° n� ���, ,...� - '_� - - - 'M - - - s:d:t _�'- = _ � �J 'y4..'• - - - ��."e" �.��^� _ ' _ ' _ ' � _- �:{ �r ' � �i � - - =�:> - s- .� �_,-- - _ =.'�?'•' = _ � .��s.6';j� i � L ' '- ''b.' ' . 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