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HomeMy WebLinkAbout18-19348 CITY OF ZEPHYR.HILLS �� p l� � 5335-8TH STREET � . . (813)780-0020 19348 BUILDING PER�!�1IT PERMIT INFORMATION� �`' �_ � ' "' .� LOCATION INFORMATION � Permit Number: 19348 Add�ess: 7809 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: 34-25-21-0150-00000-0020 I Improv. Cost: 21,500.00 OWNER INFORMATION I Date Issued: 2/26/2018 Name: HILL GRAY SEVEN LLC �, Total Fees: 225.00 Address: 1350 CITY VIEW CTR Amount Paid: 225.00 OVIEDO, FL. 32765-5530 Date Paid: 2/26/2018 Phone: (407)237-4430 Work Desc: INSTALLATION WALL SIGN(3)/ DIRECTIONAL SIGNS (4) -(suntrust) -CONTRACTOR S APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 225.00 1� , - Ins ections Re uired FO TER ELECTRICAL U� FINAL � � 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 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 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER o L�u y�I�LOf71UP� � '� �'"��,�—�eN�+�. � . , . I City of Zephyrhills I BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � �� Date Received: 2- ��—`� Site: � ���"l � SCJ/!/ � Permit Type: � �� Y�J/�"°e� Approved w/no comments• \ Approved w/the below comments: ❑ Denied w/the below comments: ❑ �� This comment sheet shall be kept with the permit and/or plans. /�� � � K in i zer P s Examiner Date Contractor and/or Homeowner (Required when comments are present) I • :°tr��"�� .- , -' „ . ,.-�a -= -�=' ...;:,ti.� ��r��j T��7'�� John C.Rooney • ; SunTrust Bank LJ1� 11\�.J 1. Vice President , Mail Code: FL-Orlando-2032 Corporate Real Estate& - 200 S.Orange Avenue Workplace ' SOAB-3 Orlando, Florida, 32801 Tel 407-237-5496 Fax 407-835-8859 - John.C.Rooney@SunTrust.com January 31, 2018 ' City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 RE: SunTrust Branch 7809 Gall Boulevard Zephyrhills, FL 33541 TO WHOM IT MAY CONCERN Please accept this letter to allow Lott Si�n Services to pull permits for the above listed location. Please do not hesitate to call should you have any questions. Sincerely, J . R oney ice Pres dent State of Florida �, County of Orange , The foregoing instrument was acknowledged before me on this 3/`�day of �h/� 20� � � by �p�n C. Roon2y who is personally known to me or who produced �! as identification. Signature of Notary ' , Stamp: Petricia Czesnakowicz �. NOTARY PUBLIC � -+S7ATE OF FLORIDA � Canm#FF93B452 ce ti � Expires 11/2312019 I I _�J 81�-��0zp City of Zephyrhiiis Permit Appiication �ax-s��-�so-ooz� c ' , � Building Depattment • Dato RBceived `' i .r � ��� _ �p � Phone Contact Por Permittin -3'� . ' `r�Owner Phone... . _ 3 Owner's Name I� C_7 j {�,.., Number ' Qw»er's Address 4 � (f� �7ta 1 Owi�er Phonc Number �� Fee Slmple Tkleholder Neme �� � Owcrer Phone Numher � �� Fea Simplo 7tUeholder Addreas d08ADIIRESS �� t 18T� �� SUBDMSION /"02 i'�1 � bl�'ti 1�..d1� �PARCEL ID� � ��a'J' - �)�-�,?-.�� � (Q87liSf?EDFR6t5 TAXNOTICE) I WORK PROpQSED e NEw CONS7R 8 ADD/AI.T �� SIGN Q DEMOLISH iN5TAL1. R[PAIR , PttqPOSED t{SE � SFR Q COMM � QTHEf2 TYPE OF CONSTRUCTIQN Q BLQCK Q FRA(NE � STEEL Q ' h S!-4.!t a ('1'tw R� DESCRtPT[ON OF WORK .�+4 ,y-1�^+oo I�.���,c�y/ +{-� �,Z,�v,�,{-.�-,�C�-^�� ' �n v � �I/�a-rvi�•R�'�'� 1��YzG�-ry.�a.0 S�� Utl.DiNG S12E ��� 5Q P047AGE�� HEIGHT ��� � '"Y`-' Uf�f�2 Cr�7(�����' , 1 VALUATION OF TOTAL CONSTRUCTIQN �� J /r� '_' LECTRICAL' $ ✓�_� AMP SERVIGE Q PROGRE35 FNEFtGY Q W.F2.�.C. � r � � � Q��.unaa;r�� � c�G QMEGHANICA� $ VALUA710t3 OF MEC:MAN3CAL 1PtSTA1l.ATION �/4��4��r�f�� QGAS � ROOFING Q SPECIALTY � OTHER �� f1NISFiED FtOQf2 EIEVATiONS ��� FL001}ZONE AftfA QYE3 t�i0 BU1t.0ER � � COMPAi�SY � SIGNATURE � r��Is�o Y/N �e Gurtraen Y/N � Address t,tcense#�� � ELEC77aC1lW �,Q, �y� con��awr � (l� �1Ch �'!'�'il'P � SIGt+QfiTi3RE REG�STEszEQ �Y't�„j �Cuettz�n Y 1 CF Atldress "1�"i� � �( � JJ-��3 Ltcense� 6��•.(X��c�__t�� PLUM6ER � � COMPANY � SIGNATURE � REGI5TERED Y/ N FEF CIIRRE� Y/N Addrass ticense#� � MECHANICAL � � COMPANY � SlGNATURE � REG3S'tErz�o .Y,J N FE�p1RREn Y t iV Acldross license# ( �� OTHER � � COhqPANY � SIGNATURE � � REGISTEREO 'Y 1 N FEE CURREA Y/N Address License#�- � IIAIIllillllll1111lIIIIIABIIAtIl11111111Y111111111111181l1111111lAI '�, RESIDENT}A!. Attsch{2}Plot Plans;{2)sets of Suiiding Ptans;(t j sef of Ertergy Pocros;R-0-W Permii tor aew construCtion, F�finimum fen{�t0}xmrtsirsg days gfter suhm's[tak date. t2equired ansite,C4n:trtscfian Plans,Storrzn:ater Ptan�rut SiEf Fence insfalted, Sanitary Facilities&1 dumpster,Site Work Pettnit tor su6divisionsAarge projecfs COMMERCIAL Attach(3)compfete sets of BuHding Plans plus a L'rfe Safefy Page;(1)set of Energy Forms.R-O-W Permit fw new construdion. Ntinimum ten{14)woctcing days aRer sutsmiiL�zi date. Required onsite,Construcfian Flans,Stotmwater Plans wl Si1t Fet3ce instatted, Sanitary Faci{ities&1 dumpster.Site Watit Petmit f�ail new projeGs.Att cnmmerciat requirements must meet compliance , SIGN pERMIT Attach(2)sets af Engineered Plans. i ""PROPERN SURVEV required for all NEVJ construction. � as►ecttons: ' � Fill out application completely. � Ovmer&CotiVactor&ign back oE application,nota�zed � if over 52500,a Notice af Commencemeat is requtred. {AdC apgtsdes over STSk3D} " Agent(fa the contracCor)or Power of Attemey(for ihe avmer)would be someone with notarized letter from owner authwtzing same OVER THE C4tJNTER PERMRTING (Front of Applicatian Onty) � FZcraois if shingtes Sewe3ts Service ilp�ados NG Fences{PloVSurvoylFoat�go} /�,p�q�p,�y(� �I 'q'`�Y`PUBCi�'� S�����YSI'Y�E H[10r� DHve4vays-Not atier Counter(f an pu4lic road�+ays.,needs ROW _ �1` "�� -• '€ MY Gt?MM155lON�rFF170898 ``�.F�04:� EXpiF��S Clctol��r 22,2018 � ��07��;�8.a�5;� �IoridaNataiy5ertice.com � NOTtCE OF DEED RESTRICTiONS: The undersignert understands that this permit may be subject to"deed'r+estrictions" • wfi(ch may be more restrictive than County regulations. The undersigned assumes responsibiliry for camplianc:e with any applicable deed resUictians. , UtdLICENS�D CONTRACTORS AND CON7RACTOR RESPONStBILtTiEB: if the owner has fiired a contractor ar contractors to undertake work,they may be required ta tre licensed in accordance with state and local regula6ons. If the contractor is nut ficensed as eequired by laur, boih the oamer and contractor rnay be ated for a misdemeanor viQ!ation under state taw. Ef the owner or'sntended contractar are uncsrtain as to what ticens'sng requirements may appty far#Fre intended work,they are advised to contact the Pascro Gounty Building Inspectian Division—Licensing Section at 727-847- 8009. Furthermore, if the o�.vner has hired a contraator or contractors, he is advised to have ihe contractor(s} sign partians af tt�e°con#ractar Block"af thEs app€ication far which they witi be responsible. if you, as fhe awner sign as the contractor,that may be an indication that he is noY prnpe�ly licensed and is not entitled to permitting privileges in Pasco County. TRAN3PORTA7'lOI+S 111tiPACT1R!'1'1�ITlES tNIPAC'i A�b RES4I3RCE FLECOtfERY FE�S: The undersigned understand$ that TransportaUon Impact Fees and Recourse Recovery Fees may apply to ihe consUuction of new buildings,change of use in existing buildings,or e�ansion of existing 6uildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undetsigned also undersEands,that such fees,as may bs due,wilE be'sdentified at fhe time pf permitting. lt is further undersiood that Transpottation lmpact Fees and Resource Recavery Fees must be paid prior to receiving a"certificate of occupancy°or final power release. If the project does not involve a cerkificate of occupancy or final power release,lhe fees must be pa'sd prit�r to perm(E�ssuaRce. Furiltermora,if Pasco County WaterfSewer Impact fees are due,they must be paid prior to permit issuance in accordance with appticable Pasco County ordiaances. I CONSTRUCTION UEN LAW(Ghapter 713,F�artda Staattutes,as amendedj: If valuation of work is$2,500.00 or more,1 certify that #, the applicanE, have been provided with a copy of the "Florida Ganstn�cf"son Lien E.aw—Horneawner's ProtecGon Guide"prepared by the Florida Departrnent of Agrict�iture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a capy of the above described dooument and prom(se in good faith to deEiver it to the"owner"prinr to cammencement. CONTftACTOFi'S/OWNER'S,A�FIOAViI': I certify that a(i the informatian in this application is accurate and that all work will be done in compliance with ail applicable laws regulating canstruction,zoning and land development. Application is hereby made to ab#ain a permit to da vrark and iostallatson as 'sndicated. i certify thst na wa�tc or 3ns#attation has commenced prior to issuance of a permit and that a0 work witi be pertormed to meet standards of ail laws regulaUng constructian, Caunty and City aodes, zoning regulations, and land develo�ment regulations in the jurisdiciibn. 1 alsa certifyr that f understartd thaE the regulat'sons of other govemment agencies maY aFP�Y to the intended work,aad that it is my responsibifity to identify what acfions i musf faSce to be in campiiance. 8uch agencies inGude but are not iimited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmental�y Sensitive Lands,WaterMlastewaier Treatment. - Southwest Fiorida Water Managemsnt District WeAs, Cypress Bayheads, Wetiand Areas, Aitering Watercourses. - Army Corps of Engineers-SeawaNs,Dgcks,Navigable Waterways. - Departmenk of Heaith 8 FtehabiEitative ServicestEntironmen#at Heaith Unik-Wetis, Wastewater TreatmenE, Septic Tanks. - US Envi�onttterttal Protsction Agency-Asbestos abatemenL - Federal AviaGon AuthoriEy-Runways. I understand that the following restrictions apply to the use of fill: ' - Use of fill is not allowed in Flood Zane"V"unless express(y pennitted. - ti fhe fi[E maYsriat is to be used in Ftood Zone "A", 'st is understoad that a drainage plan addressing a "campensating volume'will be submitted at time af permitting which is prepared by a professianal engineer licensed by fhe Shate of Florida. - #f the fi[€ materia[�s to be iised in Ftood Zaae"A"in �nnectian with a permitted bui[ding using stem wa3t construction,I certify that fill wifl be used only to fill the area within the stem wall. - ff fill material is tp be used in any area, 1 certify that use of such fi(I wifl not adversefy affect adjace�t proger#ies. 1f use of fi(I is found ta adversely a€fect adjacent properties,tl�te owner may be ated for viota6ng the conditians of the building pertnit issued under the attached permit application,for lots less than one("i) acre which are elevated by fill,an engineered drainage plan is requi�ed. If t am the AGENT�OR THE OWt3ER,I�FOi7i1S$IF3�Ofl{I�St�i�4 Iii�OC(1t�F12 ODUtt�i'Ot�t@ j}gTEttIS�1t1�Ct�flt�lUOIlS SB�fOt�FI�n this affidavit prior ta commencing construction. I understand that a separate permit may be required for etectrical work, plumbing, signs,wells, pools, air conditioning, gas, or ather installatians not specifically included in the application. A permit issued shatl be canstrued to be a ticense to psoceed with the work and not as aufhority to viotate,cancei,a�ter,or set aside any provisions af the technicat cndes,nor shaN issuance of a permit prevent the 8uiiding dfficial from thereafter requiring a correction of enors in plans,construcdon or violations of any codes. Every permit issued shall become invalid unless the worEt authorized by such permit is commenced within si�c monihs of permit issuance,ar if woric eutEtorized 6y the pertnit is suspended ar abandaned fur a period ofi six(6}months after the time the woric is commenced. Rn extension may be requested,in writing,from the Building Official far a period not to exceed ninety(90)days and will dernonstrate � justifiable cause for ihe eactension. If work ceases ior ninsty{90)consecutiva days,the job is considered abandoned. WARNING TO OWNEFi: YOUFt FAILURE TO RECORD A MOTICE OF COMMEPICEMENT MAV RESULT!PI YOUR PAYING TWtCE FOR IMPROVEMENTS TO YOtlR PRQREitTY. t�Y0t3 t[�iTEMD TO OBTAtiJ F1NAt1lC{P3G,COfdSUL'i' Wt7'H YOUR CENDER OR AR1 ATTO EY BEFORE f2ECO�Dt1VG YOU NOTtGE OF COMMEidCEME�tT. FLORIDA JURAT(F.3.117. 8 OkVAlER QR AGEN7 � CONTRACTQR_���.P�i.�.� � S hscnbed and swam r affirmed},p�tot� e this Sub�at and sti a to or effmned eJorer�e this 1 �� by a. l.�Y� '2 1 c•l�S' by �..LC�`f� .l..rt:f"�" IMto is/are persanally knovm�t[ta or has/have produced Who is/aro personally known to me or haslhave produced as identiTication. __"—`�� as iden6ficatiaa. r ��Jl�"Notary Pub&c t^���/t�' ,;,j��.v�!`� iYoEary PubGc Commission No. Commission No. iVa , 07'S Name of Nofary tYPed.Printed or stamped ^ . ;;� ;e i':T=:7�.�,�;f t���� p;j�rP�•+ �_ ; , . ... , ot �mL�;:. S�'E�$-9,c��:4r- A��� -' �riS ` tV1Y C;C1Pv t.iiSi`:c.iN t,rFS7089FS a :`°`••�, FXi-�I`?ES r:Ci^hc'.�i'2� 2018 - '= MYCC7MAAISSIOPJ d:F�170Fi9E; �1' �� 4 i '•'E o"• �'`` �"s"`–" p�'' EXPIRES CctOber 22. 2018 „::Ufil F or F��' {40�)348-�:, ,______, taa7�ssa-o�s:i Florir.allotaryServ;s:e,r�uy-:�� J. f � 1'-8 5/8" 2�p t'-&518" Z�" { J =*� a � � � i./ ^r N N � ! ,�^ •�"t 1 1 ^—} L '{� W � 'f � �'C1 d` %�nK— O n� ��� N� �, � .' � m � � �' � � � %`� ' �I � tf� D-3-8 Qty.1 � D-3-5 Q�Gy.'! � d r�-e 5�a° � 2�" � r-a si�° Z�° � s °' `� r i a ! t i • � � C� � � � t6 � G?-3-p Gtty. 1 D-3-S Qty.1 ��'��'" ��� ���(��,�� �� LOCA710N NAME: SunTrust Zephyrhiils DRAWN BY: MRA APPROVED BY: �jli�r��,r� � .�' Architecturai Graphies,Inc. ' Z� ADORESS: 7809 Gal!-Boulevard QATE: 06f0$l2017 APPROVED DATE: :ic,m•s�,u.aw>.,.v '�anr��c•.v .:r.�:z ��I�s��i B�������i >aJaE�r;.r�q:J nc•'6,.✓i.,.co:9! G1TY,STATE,ZIP: Zephyrhills;FL 33545 REVlSION DATE: 08113t2d17 � REVISiON DATE: 08/22/2d17 CA I ' ��\�_------------------------- --� --------- ____...----_;-'------ -�---- -L-_` I . �� � I ` . � . - , • � �o - e - �, ��q;� ��� ' ' tV. --- ' .--� .��'� , , \ \ � �r� ' r _e _._. � � __-_... ` � .\,\.j ` �., .._ ... yz __ . `�"' __. �, I � \ �i� —�-...�_....,j , I `. �.� t � I , - . - ; , �; ' � ;,._�.�;+.�"}��:�;�,�,� �-- a , � _ -�- -r.;��:. '�'� � :,.� �d : �.�.s_ . .,,,.,- � ' 1 ,� � � __ YSl�ii� ` �' -,? tl . ! � l `� � � - � ---, —�' �--I , - • � a� � ,; , -� � . 1 � i �, w � � ; f -. _ i , ' ,� � • ,. ,.. ' I • , ' , � . . , . , �_ �•_.r. ._ .-- -- ---.-. :. - ---------------- �__.. ` -_ - — - ---�— -------. _ �. .-. M �---- �-----• : ��l`� � � �������� LOCATION NAME: SunTrust Zephyrhills DRAWN BY: MRA APPROVED ���� ADDRESS: 7809 Galt Boulevard BY. ��� DATE: 06/08/2017 APPROVED DATE: Architectural Graphics,Inc. Sll�s���� X:Sm:r��u:.Nlv'..ry V.*�nafc..u+.V A2N.: CITY,STATE,ZIP: Zephyrhills.FL 3354T PWJl�.f::lj_::.�p(Y.ia.('!il<`].�N: ��� � REVISIQN DATE: 08/i1/2017 -����� REVISION DATE: 08/22/2017 CA B � ------______.._----�--�---------------.�_._-----____ �. . �A� `t,7'�o y l'j� � 1/4�� ���� � ! � � '�—s''P!7��� i ( � �"�� ^�� ����� ��i 'r� ��f�'�`�� � C� �: � ���"�� ; � � �� ��y��; i��erov�zr+u atM�szoN c�raxr � � � :�•, . �9 C�T� � I "�� x �.;��'" �': � "�'7�,1..`.� �I f `;¢�,� „s,'''��.b,'��''Y" 51GN�IZE A B C D E (p') Q �� � �3 � f ,��^"„�.,,'-���'��*',� !I5-t9-8 x65llh' artttit2' S8V16` 20" x421tf6" (�{',yt.`� �'' � �'. �' �d�-�b — �� I``'1 C.: , �C�� � �t���— � l r � � � '—�� ��� � � �^ � I ��� � � � � �� � � � �T `�SM� � � � � � � � 12'-5�" 20'-2�/4° 37'—�° � ����r � ,��f��/��a . � � c��' � � � �, � � � � � a7- -1NEST �EX�ER�QR ELE'1�ATION � g�/�`�'� - �I� �4� �"�,� LOGATEC}t�NAME: Sun3rust Zephyrhills t}RAWN.SY: NIi2A APPf24VED 8Y: �� �i�-�' Architectural Graphics,Inc. --�� ADDRESS: 7809 Gafl Boulevard DATE: a6(08l2017 APPR4VED DATE: x.,�„�:,�,:��,,, �r���,�a:,y.v �:�s� � ��� F.ICAF t�5i7=2:•.:h`-ta«I}}�e'.YiMt wn+r�.G�'.`s:.*. CITY,STATE,ZIP: Zephyrhills,FL 33541 REVISIdN DATE: 08/11/2617 REVlSION DATE: 08122J2417 CA � . _ _' . � � , , , ' . ;-----------._-------_�.-----------�- -----�--._�_._-----------�-------- —..____ ..�.._ ' � I •�\ , . .... _. , L_^_� � � i �` , , � ' ` ;:�� ,�� " 1 ' �' • .\ � ' ' � ��� �� `\,\ `e ''� 6r�o � -._. •-e - � ' --�-• ,`-- J ' . �\4^ e ;u�.,� _..,.._ ... . ; ii��.,.,-__ . ''r. � ' , '� �4�1'� -�-�.��.._..:,� . , I . ..... •- ._j � - + , , . i . % a t �rw(,. �r ! -- . � - A:_ ;�,s: = O I n�; , � ` -,`:��,.«� �, � ,s _ ,.,.�._v.�-..,. �- � :; I _ , �� ,� .. .!. - , � ; ' f , ,,� � f , ; . �^L:: . �� --- _ Iv,_,-�.? .,. "� ; 1 . ;� _,..__. , l � i _. ;_ .. e �.; . 1 � � � - � _ � � .., 'i i ' , � . . �:` . j , . .. . . ., , .. , _. , , , . � , �. _. _ .--...=.-. -.--:.. - . ----------------- �• _. .- � � .-- : ._ - - _ - .� . ._ ,. , <— - - - -,,�, �����1 LOCATION NAME: SunTrust Zephyrhilis DRAWN BY: MRA APPROVED BY: � �� �.�, ��I ��__-_=� ADDRESS: 7809 Gall Boulevard DATE: O6/08/2017 � APPROVED DATE_ Architectural Graphics,Inc. `i/\������ n:5b�,.N:uvin.,..�.�ru�R.U.��ZHS: CITY,STATE,ZIP: Zephyrhifis.FL33541 OwJNF,�;Sr�a::nftt :a.(`C�µU.�p9; REVISION DA'FE: 08/11/2097 �•��G,,�°^ � REVISION DATE: 08/22/2017 CA ,� , , � B ----- �------ --------E- -------- t . I I r� ��i� _� ¢ Q j�� � � o��F }���� ��� ' j ,� �:� � � 1 [��� --4-- ���_B � ^ � LEiTERBETOVERALLDIMEN&ONCHARf �J �� � SlON 617E A 6 C D E � �\ � UL-?A-6 42094 x1893/6' 56.145" 26.547 x7321/4' Qty.7 (i� i'i f�l rll '� '�' �' `�'t � 33�_�n 18�_95�� �� � x m _�� , ,, � '';' � 3'� �- �- � � s � i�Il/f� � l � � I � I � I 07 , � b i � i � i ;/ / ; � � � � 7 SOUTH EXTERIOR ELEVATION C/ scALC: �/O° = ��—�n � �II��Ji�/�� LOCATION NAME: SunTrust Zephyrhilis DRAWN BY: MRA APPROVED BY• ��� Architectural Graphics,Inc. - -- ADDRESS: 7809 Gall Boulevard DATE. 06l08/2017 APPROVED DATE. u.ss m�sr ea!�m�i aia.y v��,,aeau�,v nz�asz ��'T�i FHON�.(F.]7!3>.ifAO.Few(/S�I�Y}t34J ■ ' ..e wurn�m� `� CITY,STATE,ZIP' Zephyrhills,FL 33541 REVISION DATE: 08/11/2017 REVISION DATE: 08/22/2017 CA r , �0 �b - -- -- ---- B - - -- --- • c 1 I E �„i, � Q Qg�F : ��� ���� ; , , m � � � � � 1 � � � �� . ,� ���-B LE77ER BETOYERALL DIMENBIDN LHARf 61GN 61ff A B C D E u�-za-e a2osa :tas ara° s6.i�^ zs,aa� :isz va• Qty.1 2J�—I WI}n 34�—�� �2'—J"�n 3` �� ;,��///'�� � i I � ,, i � , � 00� °�o' � � 0 / ;/ ; ; �i �� � � � � � sy � y � I � i ° I'I � � � � � - EAST EXTERIOR ELEVATION �I G� SCALE: 1/8" = t' 0° � � I'�f�,�� LOCATION NAME: SunTrust Zephyrhills DRAWN BY: MRA APPROVED BY. // �I�I 4g �'� ADDRESS: 7809 Gall Boulevard DATE: 06/08/2017 APPROVED DATE: Architectural Graphics,inc. 2E551nbr natntal Pkxy Vlrg'rn�Beacf.V A 23i52 S�=T�� PHOM1e.(�51�<2]-19M-Fa�(l517<5NA] U mevAGlS.a+ran CITY,STATE,ZIP: Zephyrhills,FL 33541 REVISION DATE: 08/11/2017 REVISION DATE: OS/22/2017 CA ' _, •_ ., _. ,. � � ' , , � ;_�______--------- ---�----� __- ---� ..____ , --------_ _---_.--------------�-- --------L _ �,� _ _ _ _... .._ , ----� �� � , � , �, �_ ,..�, .,:° ' � \�� � � r 1 • --, ,. Q� ' � � \ ` �..•. ..� 1 r� ":_B�___L_. •F� I �.,\� �;�` - ... .. , t,. r x:, ,, �` .. , 0 , �_,_ � � � i'--•.,. _.._..�` , 1 _ . � o ,. — I ; ' ,_. ' ! , 1 , F -.��l.';v_'• ,..i:t't � O I -"- �.ry. �.F.i`L:v..'�i��� �' � � � 1 �;. �,� �-. '� � � � ; � , � -- . __ �--- � j .- . I � ' � , �r� , _.', ._,.� —'r�.,_,,.w.! � � ' � r � �;" � � I I ; 1 , , .� ,� , � ,� �., i � � _ . ` - : . j . . ' � • '� �~ .., . � ' �- - ---- _-----_:-__ �_-__..___�: __._:--. �---�-- - - - , ._ _ ._ . ,� � . ; �� r���� �I! � � LOCATION NAME: SunTrust Zephyrhilis DRAWN BY: MRA APPROVED BY: ��I �� -�i',.� `f �--�---"`m ADDRESS: 7809 Gall Boulevard DATE: 06/08/2017 Architectural_Graphics,Inc. ARPROVED DATE_ ��T )E:Sn's.na�,.'m:r��Ay..V�j�+:,�[Oc1V .\P31S: a CITY,STATE.ZIP: Zephyrhiiis.FL 33549 P.ql:c:��5>1�:.iPM :a.i:•>+a�.�M> REViSION DATE: 08/11/2017 ��•�-`�•�^ REVISION DATE: a8/22l2017 CA i , � .�_�_._,_..__... .. ��y � ____--------�-------.--,.__....�------____._ �-,--.—________.__.__.---__ . . e . � I � � ���� -, . � n � � I i �j�r'�;� ,��� � �--� � < < . � ��¢:� � - .� � Q; '� i.s ��' ,:�,�� '" �' ca n� � � � �a;�$f ��� d���.���.�. � �, z v o� -�-t '- ;� �� ��� ��������� o �-:.`+v n� .,� � ����,~a � ��umi� � � � L�IL-�► ��-n�-n� -�, � c�c��o � �_ :C; f�'t t�„�e�rov�uu.snM�sso�,cru�r sA��'�Z ...��� ;t? e,u3N svs � a c o e �`,+`«�� r'�" `r. `YS�1 �j f... t1L-Zke s2094 sts53ta• 3fd45" 28849 ci92ua• (1Ly'� y�{ "�{s�'' j" 1 {..'.�i t^,.`��5 � � � q�''w '�- �a � 4.. �'3 33'-7Y�° 1$'_95/�° i r,.a`: � � � �: .�= r— "� �... w /�. y_� " �t ��f i. bei . f� r�� J� � }: � ,€����� { � ad B t�` f'r� ,v I � . y � � � f � / j � ; � � � 1 \ \ C7 S�U��p �E�T�ERIOR E�.�'VAT�ON ��x��� �4CATiQtV NAME: SunTrust Zephyfiiils DRAWN BY: MRA APPROVED BY: ��� q�� '%�"�' Arqh�4ecturai Graph�cs,Inc. ADQREBS: 7809 Ga118outevard DATE: Q6tQ&12Q97 APPROVED DATE: assr�:�•,w,�..�.s:�,.�i ���a=•.,e».���� nzs�sz ��� v.�w:e.�r..;p).ttCG.r>,�e:r,tA�,a� C17Y,STATE,ZIP; Zephyrhills,FL 33541 REVISION DATE: OS/11/2017 `��`�`°�'�� E2EVISION E}ATE: �812212017 CA ,� B � ._.___.--._...�----____,.___----_.--____..______..___.----E---__.____�__�A___. t� a - � ~ � � f�ii�': � � f �' '. �� i ��t ,.{ �,5 Q� EQ �' � �,�����, � � . a���� _:�'������,d*�' �-�"` �: � i� �.�� ���� ��� , ; � ��-:�-� dIL�� LE7TER 6cTQVERAU.DfMFNB10N GNARf 8IGN6t� A B C P E u�-xa-s a2osa ,tegaia• sa.u�^ ze.sa� =ecxva• Qty.1 2J}—T�4° 34�"O�' �n��c5�n L :J7 ^�: �; ¢ � d. ;f��fl`��. � c���o � � � �� ; ; � ! �,� �s� ,� j � � � � t� � � a l, ,� � �7 `�EAST� E XTERI�R ELEVAT�Of� 1 �;���#�,����,��'�- LOCATlON NAME: Sunl'rust Zephyrhiils DRAWN BY: MRA APPROVER BY: ��� ;�l/f`,�'��'�a Architecfural Graphics,ino. '-��`� AbDRESS: 7849 Gall Boulevard DATE: 06/08l2017 APPRQVED DATE: nssas:»,nA<ni:r.wy 'rm^axa.,,.,,n.ilS+s+s2 � ��� i�uN:E.�r'.r�u:-�A'4 F.n��)�;�ro.�30+ � .wro:GiY,-ca. CITY,STAl'E,ZlP: Zeghyrhills,Fl.33541 REVlS{ON QATE_ Q8l13l201? REVISION DATE: 08l2212017 CA —� , '� ---------- -- ----- ' �__ -- —--- --- ...�._, , , ------- ----- �------�------- -- -------�-� •.� �------� ,`-` , i .� ' o � � +` � . . \ .� � � i • _ __ _. � � e 1 � �� � ��� � _._ ...-� ..__ 1 � __--_ � . � �\.',, . � _ ' . �� � I � � � , � � - -�_. . i e .._. �. ' ' � i ` 1 ' �_,_�,5.;�_:;:,�,l�� � i _:.. , � �! ..._�.. ,,,.., � � ,; j _:� . L�ii�i�/ l 9 ,� ! _'� -= f�-- l i ��i . .__. -�� -_..,'." — � � � .� I ':� � ' I � :J I I � ,..� i � � � I : .. \ '_'__�"_'_'—"—'_'_""'_'_—"._ " _� " . � _.— — . - ' . � t /.xl' i �,`�i J���� LOCATION NAME: SunTrust ZephyrhiUs DRAWN BY: MR,4 APPROVED BY: � �� ��� J��='"'m'�� ADDRESS: 7809 Gall Boulevard Architecturai Graphlcs,Inc. DATE: 06/08/2017 APPROVED DATE: � �V�b x:5t:r.n,:.'�W�., ,,.,�v�«m� .�23+:, CIN,STATE,ZlP: Zephyrhilts,FL 33541 D�Vy.F i:SJ�_i::fC: :s•�!i�aV��M1 REVISIQN DATE: 08/71/2097 -���---�� REVISION DATE: d8/22/2017 CA General Notes: PROJECT# 17-08338 OVMdER SUNTRUST Design is based on a 140 mph. 3 second gust January 31,2018 7809 GALL BOULEVARD design- "- 0 wind Florida Building Code 6th Edition per " DRAWNG# 81632685 ZEPI-YRHILLS,FL 33541 (2017), Category II, Exposure C.1'-8 5/8 .WND LOAD 31.55 PSF 2. Caisson foundation is based on a presumptive _--- _ . safe lateral soil bearing pressure minimum of WIND SPEED 140 MPH CLIENT: ARCHITECTURAL GRAPHICS,INC 150 psf per foot of depth. Isolated lateral NOTES: #COLUMNS 1 'Florida Building Code :2655 INTERNATIONAL PKWY. bearing footings subject to short—term lateral SIGN CABINET DESIGNER JO 6th Edition(2017) VIRGINIA BEACH,VA loads and not adversely affected by a 1/2" t , DESIGN motion at grade are permitted to be designed using twice the tabulated value of the BY OTHERS. SHAPE CENTROID TOTAL _ �• -- . corresponding soil class. ITEM IFIGHT VMDTH FACTOR H EIGHT AREA FORCE MOMENT 3. A soil report was not provided. Foundation ==-_===-- =-====--=___-__ _ _ ======__ ======= ' —______ analysis assumes Soil Classification 4. Allowable SIGN 1.750 1.719 1.000 0.875 3.008 0.095 0.083 " ;rc earing pressure should be verified prior to #�j' lacement of concrete. In the event that the Q) COLUMN 1.250 0.333 1.000 0.625 0.417 0.108 0.210 SIGN CABINET Oot met and conditons AH 3.000 CITY©i ZEPH' ear deleter ousquirements ceasearen and secure excavation Pi1J �—•��• — immediately contact ARCHITECTURAL COLUMN CALCULATIONS (CODES P=PIPE;O=OTHERT=TUBE) �/"t't`�I+�`�C, PHICS, INC. DESIGN AVAILABLE v4. O 'on—shall not be placed at the top of, or the side of a slope exceeding 3:1, or _ - COLUMN COLUMN COLUMN txx ' MODULUS'' MODULUS' REQUIRED FLEXURAL ! -__ E ___... E._ adjacent to a fill slope unless re—evaluated by a ITEM WIDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH UNTN -----_- _------ competent Professional Engineer. Do not place --_-__ - foundation in fill. T SIGN 4.000 2.000 0.125 0.992 0.992 0.083 1.779 0.047 5. Concrete shall be mixed to attain a minimum T COLUMN 4.000 2.000 0.125 0.992 0.992 0.210 1.779 0.118 28 day compressive strength of 3000 psi. 6. All support members shall be free from defects. Aluminum-tube shall be 6061—T6 alloy, channel CAISSON shall be 6063—T6 and aluminum sheet 3003 MOMENT 0.210 FT-KIP Hi 4. 4"x2"x1/8" FORCE 0.108 KIP 7. Aluminum welds shall be made with 4000 series 6061—T6 REFERENCE IBC 1807.3.2&TABLE 1806.2 fillers by persons qualified in accordance with t , ALUM. TUBE ASSUME SOIL CLASS#4 SW,SP,SM,SC,GM&GC AWS standards within the past two years. LATERAL BEARING PRESSURE-REF/FT OF DEPTH 150.0 PSF/FT 8. All fasteners shall be zinc coated to prevent 51 275.0 ALL WORK SHALL COMyIPLY WITH RorrosiariNG . DEPTH 2.750 Ft CODES FLORIDA BUILDING C&EThe scope of this engineer does not include GRADE DIAMETER 1.7510 FT. bnsite observations. NATIONAL ELECTRIC CODE, 10. LINK Engineering will not be responsible for the Q \��\��\�� 1.942 FT. AND THE CITY OF ZEPHYRHILLS safety on this job site before, during or after 0 919 installation of this structure. It is the \</\</ °. ��j �j �j ORDINANCES responsibility of the owners, contractors and o ° CALCULATED DEPTH 1.929 FT. MINIMUM THICKNESS VMTHOUT REINFORCEMENT g 144 installers to ensure that the installation and \// /� \/\/\ erection of this structure is performed using /�/�/ • � /�\ methods that are in full compliance with OSHA ° a \\/\\. ACTUAL DIAMETER 12.000 N. regulations. � 11. Any deviation from this design or from any part F- a /' of this drawing, including the General Notes, CONCRETE 0.080 CU.Y D. z without prior written consent from LINK EXCAVATION 0.080 CU.YD. _ Engineering voids this drawing in its entirety. a a. 12. The structure designed on this drawing is = N W intended to be installed at the address shown a) M ', and should not be used at any other location. N w EMBEDED ALUM. SHALL BE COATED WITH e.�..,,. d INSTALLATION ADDRESS: a a°a CARBOLINE BITUMASTIC 50 COAL TAR uK w��G pryb•MY�M•ehd ps}eL Ur dlger ".y"'p•"a .Nb,'raa d ac F„¢Md �Wmn°"oYd�.d OR EQUAL PRIOR TO INSTALLATION. rib• LLG SUNTRUST 6GMeWd eb VM mil b•IdraMe d aor,Y•Mok9a ° 7809 GALL BOULEVARD a ' d IMAD N. KASHIF, P.E. ZEPHYRHILLS, FL 33541 d FLORIDA STATE LICENSE NO.: 41374 r CLIENT: 000pp��0� INTERNATIONAL PARKWAY ' ' poi A�pp P.O. BOX 9175 a a° ° d ° O co°°oo 0000 7 V OQ�O III VIRGINIA BEACH, VA 23450 co a ` " 0.08 CU. YDS. �OF *�;°° �\C E NSF CONCRETE REQ'D o No.41374 *o LINK Engineering, L.L.C. �1 -0" DIA.� 0 0 e 135 South David Lane•Knoxville. Tennessee 37922 o o° c Q Phone: (885) 539-4001•FaxFax: (865) 539-0851 00 o STATE OF o 4/a Online: www.linkengr.com 0 o o�0 Florida State Certificate of Authorization No.: 27148 ELEVATION o o Z OR I ' o o OOO � pO SHT. BY: Project Number• 0 0'000°°°00 1 JO 17-0833R OO�oo0NA% of DATE: Drawing Number. uonnauuu©uo 1 1/31/18 B1632685 I i 9'-3 1/2" 1 13/16" 2 3/16" 4'-8 1/16" 5 1/4" t + O SHEATHING MOUNTING LOCATION, TYP. (8 REQ'D.) WALL STUD CAD 0 1/2' DIA. PIPE SPACER O 3/8" DIA. LAG BOLT REV;eVV DAr '� THREADS SHALL FULLY LOGO DESIGN CIT`�OP ZEPH` RHILLS Y ENGAGE & PASS BY OTHERS THROUGH WOOD w i PLANS `XAPA lER , BLOCKING o � c9 = w 2x4 WOOD BLOCKING; f ATTACH TO EACH STUD a W/ 1/4" FASTENERS t ' m ,n o 51/4" ;� • . MOUNTING LOCATION, TYP. o (26 REQ'D.) 04 O 0 0 A � r- z' r "r O O O O O O • O O EXTERIOR : . • • CHANNEL LETTER FINISH DESIGN BY OTHERS • t , EI EV TION AND MOUNTING LOCATIONS TYPICAL SECTION & MOUNTING DETAIL xmE w ddd•d p•w YNmled m tly a.tlw•d•Prnp.tr d INSTALLATION ADDRESS: LNC ei se Yq,L1.C asdtl q.dlkdr fs the a^""Mo}d.IM d the. '°''°"vp4•wa owo..ah.r-the w,ad qp&eUaePdr SUNTRUST pdiERsa Mlhaut.»wREe emr•d d l�K Fnnw•of= O a* of d _ a__ 7809 GALL BOULEVARD IMAD N. KASHIF, P.E. ZEPHYRHILLS, FL 33541 FLORIDA STATE LICENSE NO.: 41374 FIELD VERIFY ALL EXISTING CONDITIONS. CLIENT: SHOULD FIELD CONDITIONS VARY FROM co AC ISASHOW , CONTRACCT R SHALLL o0000oo 095 ou o 000 INTERNATIONAL PARKWAY � n (I VIRGLN AXBEACH, VA 23450 FOR DIRECTION. OV� °°ep°°�"°°°ost'DOO O 07 O �'Y} LINK Engineering, L.L.C.No.41374 0 o 0 0 0° * ° 0 135 South David Lane•Knoxville, Tennessee 37922 -o •_ Phone: (865) 539-4001•Fax: (865) 539-0851 • o STATE OF o W o E EE/ Online: www.Inkengr.com o o°J oo Florida State Certificate of Authorization No: 27148 pO%° F(O RI OP°oo 0 SHT. BY: Project Number. °oo�c 0s,°°°eeee°°°°v �C�000 1 SR 17-0833R • Its o �0000l k*n OF DATE: Drawing Number. • �,I (l( 2 1/31/18 B1632644R • Page is too large to OCR. Page is too large to OCR. Calculations for Drawing B1632645R LIL-24-B Channel Letters and Logo 17-0833R . . 1/31/2018 General Notes: '' Florida Building Code, 6th Edition (2017) Cat II SR 1 Design is based on a 140 mph, 3 140 MPH F Exp C Zone 5 120'-0" maximum above grade second gust wind esign per Florida Building Code, 6th Edition (2017). • _ C , . too I Treated as Components & Cladding P aC-32.31 PSF and laddingEx osure, Zone 5 C Components Estimate weight at 5 psf 2. No additional wind catching surfaces Wind Top Row Fastener Row Cabinet Max Average Avg are added to the building structure. Area Area Est Wt Load Fastener Fastener Spacing Depth Tension Shear Ten The customer's building engineer is to determine the adequacy of the Region in^2 ft^2 lb lb Qty Qty in in lb lb lb supporting structure. LOGO 1551.570 10.775 53.87 -348.14 8 3 31.000 5.250 45.0 6.7 43.52 3. Channel letters & logo design is by S 197.700 1.373 6.86 -44.36 3 2 21.625 5.250 15.2 2.3 14.79 others. Electrical design by others. UNTR 603.510. 4.191 20.96 -135.42 14 8 15.375 5.250 10.1 1.5 9.67 4. All fasteners shall be zinc coated to U 121.190 0.842 4.21 -27.19 3 2 15.375 5.250 9.4 1.4 9.06 prevent corrosion. S 122.430 0.850 4.25 -27.47 3 2 15.375 5.250 9.5 1.4 9.16 5. All wall penetrations shall be sealed to T 108.010 0.750 3.75 -24.24 3 2` 15.375 5.250 8.4 1.3 8.08 Area: 1551.57 eq in The scope of this engineer does not include onsite observations. 7. LINK Engineering will not be " responsible for the safety on this job Maximum Fastener Tension= 45.0 LB site before, during or after installation of this structure. It is the responsibility of the owners, Maximum Fastener Shear= 6.7 LB contractors and installers to ensure that the installation and erection of this structure is performed using Wall Signage-Treated as Components & Cladding methods that are in full compliance with OSHA regulations. Wind Speed 140 mph From ASCE 7-10 Table 26.9-1 (Partial) I I I 8. Any deviation from this design or Exposure C Zg = 900 inc uding the General sNotes,nwithout Zone 5 Alpha= 9.5 Area: 197.70 eq In Area: 603.51 eq in prior written consent from LINK Height 20 Ft Engineering voids this drawing in its Sign Area <10 Ft^2 entirety. 9. The structure designed on this drawing is intended to be installed at the Determine wind pressure from ASCE 7-10 Chapter 30 address shown and should not be used at any other location. Chapter 30: Wind Loads- Components & Cladding p= q*(GCp-Gcpi) (eq. 30.4-1 or 30.6-1) q-0.00256*Kz * Kzt* Kd*VA2 (eq 30.3-1) Kz 0.90 (fable 29.3-1) Area: 121.19 eq In Area: 122.43 eq in Area: 108.01 eq In = ' Kd= 0.85 (Table26.6-1) Kzt= 1 (Section 26.8) V= 140 Nun N e.g,.ad pm.:Iswud m w, m n.m. r d INSTALLATION ADDRESS: qb.38.46505 ° .'.�. d °" . SUNTRUST A ii WA Ad 7809 GALL BOULEVARD GCp= -1.4 (From Figure 30.4-1 for h<= 60 ft and from Figure 30.6-1 for h> 60 ft) IMAD N. KASHIF, P.E. NO... 41374 ZEPHYRHILLS, FL 33541 FLORIDA STATE LICENSE _. . ..- - .. CLIENT: °oounuu quu aaoo� INTERNATIONAL PARKWAY p = -53.85 psf 0000 q a°°o C P.o. BOX 9175 ° �II VIRGINIA BEACH, VA 23450 p� Q� °°°o /� o0O O O ° ° Load Combination D + 0 6W Section 2.4.1 NS es° No. 7 0 `,0 413 o LINK Engineering, L.L.L.L.C. Design Wind Pressure=0.6W -32.31 psf o �'o L 135 South u( DDavid gne.Kn°Fryb' Tenn ssee 37922 oSTATE p E EER Design Wind Pressure= 06W 23.08 psf o°off° ��o Florida state CIIerWkateof ni4kitFwrtzatlon No.: 27146 OF °' L OR 1 QA°o° 0 SHT. BY: Project Number. 00 °0pcoo000 o° 2 SR 17-0833R e ° o 0000 oo�N opopooa po°°�� OF DATE. Drawing Number. • 2 1/31/18 B1632645R . :' - -, ....-,.=y- ...•1.. .. �...,.5-- I- _ ._leas- .__...1-L :,.'1 -1 -. 51 -...:+J.- 1n... 16..fit. !f._19 a+•'.:.V*.. . ...1.1'3_ 16'-3 3/8" 4'-8 1/16" 11'-0 1/4" MOUNTING LOCATION, ° TYP. (8 REQ'D.) 0 MOUNTING LOCATION, TYP. (26 REQ'D.) cC W r o 0 0 O \ m co Q I = 0 0 0 0 0 0 0 0 0 0 00 I t7 N CHANNEL LETTER AND LOGO O ESIGN GS ELEVATION AND MOUNTING LOCATIONS EXTERIOR BYt(EVtEW DATE FINISH SHEATHING C1-1Y OF ZE,PH`r".RHiLLS --15 1/4" SHEATHING (,�_'� EXTERIOR FIELD VERIFY ALL EXISTING CONDITIONS. FINISH SHOULD FIELD CONDMONS VARY FROM WALL STUD ® WALL STUD ® WHAT IS SHOWN, CONTRACTOR SHALL CONTACT ARCHITECTURAL GRAPHICS, INC. 16" O.C. 16" O.C. FOR DIRECTION. 3/8" DIA. LAG BOLT THREADS SHALL FULLY r 3/8" DIA. LAG BOLT ENGAGE & PASS THROUGH THREADS SHALL FULLY WOOD BLOCKING -5 1/4" ENGAGE & PASS THROUGH WOOD BLOCKING 1/2' DIA. \-2x4 WOOD BLOCKING; PIPE SPACER ATTACH TO EACH STUD " 1/2' DIA. �•r rw INSTALLATION ADDRESS: W/ 1/4 FASTENERS 2x4 WOOD BLOCKING; tea•=a••,tiC.,,.,, ,sdth.ly„.n,,, '" '"'"';',"." PIPE SPACER ATTACH TO EACH STUD :mn " SUNTRUST W/ 1/4" FASTENERS d "op"1"id °i °'' 7809 GALL BOULEVARD IMAD N. KASHIF, P.E. ZEPHYRHILLS, FL 33541 FLORIDA STATE LICENSE NO.: 41374 CLIENT: /)G-11VIRGINIAINTERNATIONAL PARKWAY Q 000 000XBEACH, VA 23450 Oo�A0o,,0 0 /�O C NSF o 0 0°0 0 o o No.41374 o LINK Engineering, L.L.C. e o * o 135 South David Lane•Knoxville. Tennessee 37922 o STATE OF 0 E L E Phone: (865) 539-4001•Fax: (865) 539-0851 ° ° Op Online: www.linkengr.com 0 o OQ o P o �Op Florida State Certificate of Authorization No.: 27148 'o o'��$ SHT. BY: Project Number. ��p�OOSs%o0eeeae•o00 C ,r 1 SR 17-0833R OF DATE Drawing Number. MOUNTING DETAIL ® LOGO MOUNTING DETAIL ® LETTERS ��ppOpIIUQ9IIRII% 0�,t�� : ��1I �0 2 1/31/18 B1632645R Calculations for Drawing B1632645R LIL-24-B Channel Letters and Logo 17-0833R 1/31/2018 General Notes: Florida Building Code, 6th Edition(2017) Cat II SR 1 Design is based on a 140 mph, 3 t ' secondgust wind design per Florida 140 MPH; Exp C Zone 5 20'-0" maximum above grade � g Building Code, 6th Edition (2017). _ Category II, Exposure C. Components Treated as Components & Cladding P — 32.31 PSF and Cladding, Zone 5. Estimate weight at 5 psf V 2. No additional wind catching surfaces Wind Top Row Fastener Row Cabinet Max Average Avg are added to the building structure. Area Area Est Wt Load Fastener Fastener Spacing Depth Tension Shear Ten The customer's building engineer is to Region determine the adequacy of the g in'2 ftA2 lb lb Qty Qty in in lb lb lb supporting structure. LOGO 1551.570 10.775 53.87 -348.14 8 3 31.000 5.250 45.0 6.7 43.52 3. Channel letters & logo design is by S 197.700 1.373 6.86 -44.36 3 2 21.625 = 5.250 15.2 2.3 14.79 others. UNTR 603.510 4.191 20.96 -135.42 14 8 15.375 5.250 10.1 1.5 9.67 4. All fasteners shall Electrical design by others. c all be zinc coated to U 121.190 0.842 4.21 -27.19 3 2 15.375 5.250 9.4 1.4 9.06 prevent corrosion. S 122.430 0.850 4.25 -27.47 3 2 15.375 5.250 9.5 1.4 9.16 5. All wall penetrations shall be sealed to T 108.010 0.750 3.75 -24.24 3 2 15.375 5-250 8.4 1.3 8.08 Area: 1551.57 sq in prevent water penetration. 6. The scope of this engineer does not include onsite observations. 7. UNK Engineering will not be responsible for the safety on this job Maximum Fastener Tension= ; 45.0 LB site before, during or after installation of this structure. It is the responsibility of the owners, t Maximum Fastener Shear= 6.7 LB contractors and installers to ensure that the installation and erection of V Wall Signage-Treated as Components& Cladding this structure is performed using methods that are in full compliance with OSHA regulations. Wind Speed, 140 mph From ASCE 7-10 Table 26.9-1 (Partial) 8. Any deviation from this design or from any part of.this drawing, Exposure C Zg = 900 including the General Notes, without Zone 5 Alpha= 9.5 Area: 197.70 aq in Area: 603.51 eq in prior written consent from LINK • Height 20 Ftdrawing Engineering meering voids this in its Sign Area <10 Ft^2 entirety.tru 9. The structure designed on this drawing is intended to be installed at the Determine wind pressure from ASCE 7-10 Chapter 30 address shown and should not be used at any other location. Chapter 30: Wind Loads- Components & Cladding p= q*(GCp-Gcpi) I (eq- 30.4-1 or 30.6-1) q-0.00256*Kz * Kzt* Kd*VA2 (eq. 30.3-1) Kz= 0.90 (fable 29.3-1) Area: 121.19 eq in Area: 122.43 eq in Area: 108.01 sq in Kd= 0.85 (Table26.6-1) Kzt= 1 (Section 26.8) V = : 140 U pm Ut.d « INSTALLATION ADDRESS:UtN. , q= 38.46505 V a. •.Pb..r..e vvo»•u.e�e•M.•asa Boa h. Ow du«e�•.� o ..d SUNTRUST styli Us Ma•wtla•MoNd Who Whorl w••r w..at Y•Moft "rroP•�r a° a 7809 GALL BOULEVARD GCp: -1.4 (From Figure 30.4-1 for h<= 60 ft and from Figure 30.6-1 for h> 60 ft) ! IMAD N. KASHIF, P.E. NO.: 41374 ZEPHYRHILLS, FL 33541 , FLORIDA STATE LICENSE _ _ __ - _ . VENT.C °oopao uo (tpp000 INTERNATIONAL PARKWAY p = -53.85 psf �o°°°�°�° . Kq O000 C P.O. BOX 9175 III VIRGINIA BEACH, VA 23450 Load Combination: D + 0.6W (Section 2.4.1) VVVVVV V V V ' Q,e°°\•\ EN . o0 o ° No. 74 ° oLINK Engineering, L.L.C. .__. _- -._.. . ._._ o � • 413 Design Wind Pressure= 0.6W -32.31 psf V V V o g g e 135 South David Lane•Knoxville, Tennessee 37922 -_-- _-- ..... ... ........ ..... —' Desi c �° o c L E Phone: (865) 539-4001•Fax: (865) 539-0851 n Wind Pressure= 0 6W 23.0$ o p STATE OF e online. www.Ink com g Sf p O o o° p Florida State certificate of Authorization No.: 27148 °ee�£OR 0Peo°°s SHT. BY: Project Number. `aC� oo� 2 SR 17-0833R t °��o /ONA L OQo�4°°O OF DATE: Drawing Number: �OOp11001111 2 1/31/18 B1632645R