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HomeMy WebLinkAbout19-21318 CITY OF ZEPHYRHILLS ? 5335-8TH STREET (813)780-0020 21318 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21318 Address: 7313 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: 34-25-21-0000-00300-0050 Improv. Cost: 5,000.00 OWNER INFORMATION Date Issued: 6/04/2019 Name: TACO BELL Total Fees: 97.50 Address: 7313 GALL BLVD Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 6/04/2019 Phone: (859)624-3866 Work Desc: INSTALLATION 4 SET LETTER W 3 DIRECTIONAL SIGNS CONTRACTORS APPLICATION FEES DAVIDSON SIGN SERVICES INC SIGN 97.50 Ins ections Re uired FOOTER ELECTRICAL ROU H_ FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80 (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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. dl,A i ";,,//-" &-- bv� 4tdNjWAC-TO-FrSIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application i FaX-813-780-0021 7 Building Department • Date Received Phone Contact for Permitting Owner s Name 0 Owner Phone Number C[� n Owners Address S QQ14fL4nQ , Owner Phone Number I)I 'h Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address ` JOB ADDRESS 1 F ( LOT# MSSUBDIVISION PARCEL ID# —2—9t (OBTAINED FROM PROPERTY TAX NOTICE( WORK PROPOSED B NEW CONSTR B ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE LJ HEIGHT e�UQ-51U1 tS BUILDING $ o VALUATION OF TOTAL CONSTRU ION (� �Q =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. v =PLUMBING $ '1., 1 // / �t ,� ,V�s =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (,�'- / =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO C : BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# ELECTRICIAN COMPANY SIGNATURE L REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address A License# OTHER COMPANY I J Inc . SIGNATURE REGISTERED / YJ�,�/N FEE CURREA Y/N 1 1 1 Address l 1 1 1 1 1 1 1 -0 III I I III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i HO e1 1 1 1 icl 1 1#1 1 I 1 1 2— 1 1 1 (1 2— RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions large 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 construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&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 construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW l r NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN EINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM CEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and!�yrh to or affirmed)before e this by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced µy MELWA S111111ITM WOKS as identification. as identification. Comm""0 GG 25327, f • Expbes September 9,202 OF Rt 8DndW rM 148t1111011111y5wrta V Notary Public Notary P lie Commission No. Commissi n N Mpdned Name of Notary typed,printed or stamped N o aryed- l City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: dsm ( � n 11-�ce— Date Received: Site: 7313 64-11 / /l// Permit Type: �-3�Lr��hh�!/ 5i S14" 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. L11 ja4in S iWer— ns Examiner Date Contractor and/or Homeowner (Required when comments are present) TJ N co 0 mN z 1 •4!lt)dit)iunua 4unoo ,ao 4!� 6uiuuano6 34� ya_!m al!4 o� ouI 'sa�inu �,••' } �� wo > o ; w o t2 ? u615; uosp!nnQ off. �uas aq . snug ,aa� aj It)ul6l,ao ay1 •paz!,av�ou put) +u ��o z aoo � L _ ,jaumo 4,aadaad aq+ Aq pau6!s 'pt)a4,aa449j uo aq �snua ua 41 :31 N.�s 'la` E _ I D S T�7 jagwnN uoissiww00 o ,;,o m } o ue ale}(IOU 1p)oq pie T{ ; ;.;uapi se peonpad seq jo ew o;unnou osiad s n� C /(q' OZ ;o!ep si }aw ago;aq pa pa�1 e� }u Lurti;s 1i 6u Gal 1 - — - - - — Jnno- ; -------- ( TY 01 aunpu6!S ,aa mO 4uadoud :xv3 ��h S' :auogd ajppv �—� <Z :auat)N uaumO A�,aado.ad Ins � :it) pap:)ol A( jadoad uno p A iDssat)au aout)ua. u!t)w u6is �(uv ,ao s�unouaa�i'suo.pjjv�sui ums w aopad o4-s�!w ad aanoas- - - --- oa_ •t)uI 'sat)!n,aaS u61S uosp!nt)Q put) uosp!nt)Q Ia!ut)Q saz!,ao4pv ,1aa491 s!41 uoipzl,ao4pV 46 ,a544a-1 jpaz!jv�ou aq -Lsnw �! put) pt)a4ja.4al s,,aaumo A( ado,ad uo aq 1S(1W ua-4al s,4-L :31ON ,aaumO A( ado-ad uao,a4 uo!pz!,ao4pV p ,aa.4aj 4o alduays INSTR#2019077321 OR BK 9902 PG 526 Page 1 of 1 05107/2019 02:44 PM Rcpt:2052518 Rec:10,00 DS:0.00 IT:0.00 Paula.S.O Neil,Ph.D,Pasco County CCerk&ComptralCer THIS INSTRUMENT PREPARED BY: i Name: Address: NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number The undersigned hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,the following information is provided In this Notice of Commencement. 1. DESCRIPTION OF PROPERTY:(Legal description of the Property and street address if available) o. L AAq 5 j 2. GENERAL DESCRIPTION OF IMPROVEMENT: Install new signa9e 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: ter^ �C)0,e Az, �1v= Interest In property: rS t Fee Simple Title Holder(If other than owner listed above)Name: Address: 4. CONTRACTOR:Name:Davidson Sign Services,Inc Phone Number: 727-726-3555 Address: 910 Harbor Lake Ct.Safety Harbor,FL 34695 S. SURETY(If applicable,a copy of the payment band Is attached):Name: Address: Amount of Bond: S. LENDER:Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7„Florida Statutes. Name: Phone Number: Address' S. In addition,Owner designates of to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number 8. Expiration Date of Notice of Commencement(The expiration Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of pequry,I declarWbatlhave rea_d.the foregoing and that the facts stated In It are true to the best of my knowtedge,and belief. S (Ei9nnLru (Prirl Name and Provide Sieaetay's TitlwCrFcaj — hutl+o6zed�Yt•3 ov:c;,:ri';,.a.a„ State of r/�) County of t� The foregoing Instrume t was acknowl dg before me this — day of 20 t by e' C) L )1`r Who is pe o afttt���known tome❑ OR Nameor parsoamaking statement who has produced Identification t type of identification produced: 444444 / �;r'�w.,,, LORENAHFALEY Nciary 51gaa' e+ ,: y r C c mmsE 91 ,t xpiresNov5.021 � .'�:ir�;�t�>`•ean!ad lixough N.GoaatNM+VyAnsn. 11M? Brands,, SITE PLAN CITY.DESCRIPTION SQ— FT. 0� 1 T-6`LARGE BELL LOGO- 13.6 SQ.-FT. i� 3 T-0`=MEDIUM BELL LOGO - 9.9 SQ.FT, Q 4 14--TACO BELL"CHANNEL LETTERSET" .7.3 SO.FT.•. Qs 3 DIRECTIONALSIGNS . © 2 P96 PYLON SIGN REPLACEMENT FACES I � 5 E. 313 Gall Boulevard 0 .� TACO BELL 33541 7313 GALL BLVD. ZEPHYRHILLS,FL THS IS AN 018GRAL UNPLUMM DRAWING CREATED FOR Ymm CUSTOMEfl APPROVAL• DATE BY .., DATE PERSONALUSEWCOMNECIDNMA PROJECT PLAMNEDFORYOU R.n R..oa DRAWING NO: BY CWAKNGS MS.R IS NOTED BE M M OUISNOEYOUR • 97115.01S l c�a++er umoon Wycfl ersm vrro.swn ORGANQATDN NOR USED.REPRODUCED.COPIED,OR C HMM IN Rev.i3 Rcv.NS A NY A FASHION UNLESS AUTHOWED IN\YPIIING BY AN OFFICER OF LUNMM gam DATE DATE 49.2018 FW13 R-#6 6.H woe QTY.DESCRIPTION SO.FM 0, 1 3'-6'LARGE BELL LOGO 13.5 SO.FT. O 3 3'-0'MEDIUM BELL LOGO 9.9 SQ.FT. Q 4 W-TACO BELL'CHANNEL LETTER SET 7.3 SQ.FT. Q 3 DIRECTIONAL SIGNS © 2 P96 PYLON SIGN REPLACEMENT FACES 0 LMco IL 8 O 2 � - e xP REAR ELEVATION a x -- - -------------------- SP 14 o�'� � III --------- ----------------- - a e. r r �- DRIVE THRU ELEVATION TACO BELL 33541 - 7313 GALL BLVD. ZEPHYRHILLS,FL 1FB5 6 AN OPoGWAL lMRI1BIID®DINWWG CBFAIFD fOIi YDUI NSTOMEflAP1910VA1: DAIE BY• �. DAIE BY "TARxIFLTPUdLLDPoRYDU .Rcv.el Ra.ea � DRAWING NO: .1111 a MNmuGs W5N&N IS NOT ro BE WINN OUF"Y" � 97115.01 S otmrn.rm�n uvo.pP nrsvm xnnorm. ORGAN7AININ NOR USED,REPRODUCER M IER DR EINMED IN f@vj2 Rev.z5 L ANY FAvwN UNLESS AtREroRIZED w WRUNG RY AN OFROA OF QIMMNG69Q8, DATE-. DATE 4-3-2018 Rev.t9 Rev.e6 S.H-1. YUMI BlUnds. Large Swinging BellV 04.3G40 TYPICAL N.TS. SPECIFICATIONS WALL SECTION FOR BUILDING FINISH O DESIGN PARAMETERS INTERIOR APPLICATION 3'[76mm] Structural adequacy shag be the manufacturers 516'(16mm]MIN.DRYWALL 100res MPH 3 ityse using the following critper AS 1'(25mm]TRIM CAP 100 MPH3secald gust wind speed per ASCE 7-05 WALL STUD ON (130 MPH-ASCE 7.10).Category II,Exposure C.Conponents 1fi'(406mm)CTRS. ALUM RETURNS &Claddng,Zone 5. • Attachment may vary based on well conditions. 3'-10 3/8" 1178mm m smm 73za WHITE Compliant wllh national building codes and standards(IBC 2DO9, 3W[10mm]DIA.SNAPTOGGLE [ ] IBC 2015,AISC 10 Edition,ASCE 7-0S,ASCE 7-10,ACI& WALLANCHOR BY TOGGLER ACRYLIC FACE WITH Alurnhmm Design Manual). SYSTEMS WD HARDWARE 1STSURFACEVINYL Refer to written doganentation for material specifications. GRAPHICS(WITH W OVERLAMINATE) Materials TYPICAL Cabinet:.O50[2mm)aluminu n returns wlblack fiNsh WALL SECTION FOR .09012mm]alurnhun back EXTERIOR APPLICATION .09D[2mm]ALUM.BACK 1'125mm)black trim cap • Face:.177[5mm17326 while acrylic with tat surface vinyl WALL STUD ON gmphIcs(with UV ovedamnato) 16'[406mm]CTRS. Area PLYWOOD Squared:13.53 at •Actual:11.92 s1 SHEATHING AGILIGHT ELECTRICALI PERFORMANCE SPECIFICATIONS E LS-PR0160S0K-2B1 UL B NEC apprwal required TO PRIMARY WHITE LED MODULE, IZV,Class 11 UL approved system 1- POWER SUPPLY TYR Il alternate LED's are used. o •50,OOD hour system where no greater than 30%lumen deprecia ion Is experienced at 50K hours •Thermally managed surface mount devices(SMD) POWER SUPPLY 112.113-1 DIP, LED(s): (49)AgftJght LS-PRO1603gK-2BI White(5000K) M PIPE SPACER LEDs(25 it)or equivalent-pre-approval required WOOD BLOCKING 'I Supply:(1)12VBOW LED Payer Supply @ 0.9 an" Total Load 09 amps Cirouits(s): (1)20arrp•120V 3W[I Oman]DIA.FASTENER 114-[6mm]DOA WEEP HOLE _ WITH NUT,FIAT& WEEP HOLE NOT USED LOCKWASHER FORINTERIORAPPLICATION COLOR PANTONE, , 3M VINYL PAINT SEALALL WALL PENE7RATK1N5TD➢REVfNTWAI-I-U90NASWII.OWS—IAU BU51@IGAFTER 0UONPupIs PMS 2603C 3M363D832/ EJF.SAALfCAMNNASHARDOM DRALNOLESLTGNTLYLARGERTHANBUSIM TNROUGNWSLUMN OLiptd Puple PanlMS 2 Black 3M3WOBIAI ONLY.STOPATPLYWOOD.CAULK OPEMNGPRrOR TOWSSU/GFASTENER TO SEALPOETRARON. ®YMBlad Pent—Black 0 Wide Pantwn-66 3M 367620 SW[127 o TB stst.13z•Tge Dy1ae/866230 C33 0 tbGs B, SW7034 0 O uroa�eaw® svr9As ' FRONT VIEW TM IS AN OR M IA81131141ED DRN11l1G OKAMD Pon YOIM CI1510FAD1APPRWAI: DATE BY DAIS BY PERSO 1LUSENOOFaMION W1MANRDIEC!PIM A011YOI Rev,I ItN.ea rO: BY GIMADNGS SGNS rr tS NOT TD BE%QWN WTSOE YOIA OIIGAN2AIYIN WR USM REPROCLUD,CDHLQ OR DODMIED IN . .ANY FA81ON UNLESS NJMRM m WAIRNG Ff AN OFFICER OF R..92 Re..#S CUMNdNGSSY& DATE 018 P-93 V 04.3034 TYPICAL N.T.S. WALL SECTION FOR BUILDING FINISH INTERIOR APPLICATION DESIGN PARAMETERS 3'[76mm] Structural adequacy shag be the manufacturers O SW 116mmj MIN.DRYWALL responsibility using the following criteria: 1•(25mm]TRIM CAP 100 MPH 3 second guslwind speed per ASCE 7.05 (130 MPH-ASCE 7.10).Category AA,Exposure C.Components WALL STUD ON .050 12MMI S Claddng,Zone 5. T-3 3/4"[1010mm] I 16-[406mm]CTRS. ALUM.RETURNS Attachment may vary based on wallconrltioa. .177[Smm]7328 WHITE Coo0ant With national taking codes and standards(IBC 20D9, 318'(10rnm]DNL BNAPTOGGLE IBC 2015,AISC 14Ih Edition,ASCE 7.05,ASCE 7-10,ACI 8 WALLANCHOR BYTOGGLER ACRYLIC FACE WITH Aluminum Design Manual). SYSTEMS WI HARDWARE iSTSURFACEVMYL Refer to written documentation for material specifications. GRAPHICS(WfTH UV OVERLAMINATE) Materials TYPICAL Cabinet.050[2mmj aluMnom retu ns w/black finish WALL SECTION FOR 090[2mmj aluminum back EXTERIOR APPLICATION .090[2mm]ALUM.BACK j•[25mm]blackbimcap • Face:JT7j5mmj 7328 white acrylic with tsl surface vurA WALLSTUD ON graphics(with UVovedarninate) 16•[406mm]CTRS. Area PLYWOOD Squared:9.94st •Actual:8.76 sf SHEATHING AGIUGHT ELECCAU PERFORMANCE SPECIFICATIONS LS-PRO160-60K-2B7 TRI E E NEC approvalrequired 12 •� TO PRIMARY WHITE LED MODULE, 12V,Class II UL eppxwed system POWER SUPPLY TYP• It alternate LED's are used: •50,000 hour system where no greeter than 30%lumen depredation Is experienced at SOX hours - POWER SUPPLY •Thermely managed surface mount devises(SMD) 12-[13mm]CIA LED(s): (35)Agi-Ughl LS-PROI60-5DK-2B1 WNIe(50WK) PIPE SPACER LEDs(18 K)or equivalent-pre-approval requirad WOOD BLOCKING Power Supply:(1)12VMW LED Power Supply(d 0.9 amps Total Load •0.9 amps Ciradts(s): (1)2DartIH2OV 318'11"(AA.FASTENER IW(6mm]DIA WEEP HOLE _ WITH NUT,FLAT 8 WEEP HOLE NOT USED LOCKWASHER - FOR INTERIOR APPLICATION COLOR PANTONE r , 3M VINYL PAINT SEALAU WALLPENETRATIONS TOFRIRWWATERIMISIONASFOLLOWS.NSTAUBUSMNGAFTER 0 Dark Purple PUS 25HO03C 3E136304141 EJF..S.APPLICAM IIASRAROENFG.01ffi1 HOLPSUGHTLYARGERTRANSURM TRROUGRINSUUT7ON ®Blackght le PM5�77c 3M 363osm4t O&Y.STOPATPLYHOOO.CAULKOPEMNGPAORTOWSERnNGFASIEHFRTOSEALPENEIRATON. © k Panlore Blazk (�)Wide P.M..Wtde 3M 3630-20 =123 O stb. sTl.Drylec IM6230 C33 O Slaters Br— SW/034 FRONT VIEW 0 Urbme Brae SWTDba ra IHIS Is AN OFIGNAL UNPUERUD MAVMIG CREATED FOR YOUR APPROW, DATE BY DATE BY Y./°�iPIWJIR 9161V`rY"I•ry PER90NALUgwm rox wWECTION WrIHAPraFN Amwro au Itev.al Pev.pa DRAWING NO: W CUMMrL 9MS.IT IS NOT TO BE SHOWN OU=YOUR 93558D OACeANQATb1N NOR USED.I✓FF DU0E1%EDPEOU OR WISHED IN .R RetNS A ANY FASHION UNLESS AURIOIa2E0 INWRNG I BY AN OFFM OF Rev CIA%CNG5SK?a DATE DATE 5-1.2018 " Rev.03 Rev.96 6.Hawke y U I Brands. MEDIUM CHANNEL LETTER SET V 09.7 4W V-6"2591mm O 4'-3"[1295mm] 3'-10•[716amm] SPECIFICATIONS DESIGN PARAMETERS Structural adequacy shall be the manufacturers responsibility using the following criteria: 100 MPH 3 second gust wind speed perASCE 7-05 E E D (130 MPH-ASCE 7-10).Category II,Exposure C.Components J0 ED &Cladding,Zone 5. Attachment may vary based on wall conditions. Compliant with national building codes and standards(IBC 2009, IBC 201S.AISC 14th Edition,ASCE 7-05,ASCE 7-10,ACI& Aluminum Design Manual). FRONT VIEW MOUNTING Refer to written documentation for material specifications. LOCATION,TYP. Materials o Cabinet:.040[1mm]aluminum returns wit black finish and.063 a u aluminum back O 11 D � 314'[19mm]black trim cap (1 (I (} ll fl Rem ale[4mm]7328 white acrylic V Removable face n o ti e Q "Q U. 4 D " Q " AreSquared:9.92 sf �J l� LED quantifies and spacing may very ELECTRICAL!PERFORMANCE SPECIFICATIONS ILLUMINATION LAYOUT based on system used. • UL 8 NEC approval required 12V,Class II UL approved system If alternate LED's are used: 50,000 hour system where no greater than 30%lumen depreciation is experienced at 50K hours 4'-3"[1295mm] I TYPICAL WALL SECTION FOR NTS Thermally managed surface mount devices(SMD) INTERIOR APPLICATION_j BUILDING FINISH 3T 110-1 ED,SNAPTOGGLE LED(s): (39)AgiUght LS-PRO160.50K-2131 White(5000K) WALLANCHOR BYTOGGLER 3" 6mm] LEDs(20 it)or equivalent-pre-approval required •p � > e/) [ten y� •SYSTBASwMARowARE 94119mmJTRIMCAP Power Supply:(1)12VI60WLEDPowerSuppty@0.9amps wauSTUDON -RemoletyLocated E O O '1MIN.DRY%DU TO REMOTE Total Load: 0.9amps ST 1fmmJ L9N.DRWJALL POWERSUPPLV E M, O � TYPICAL WALL SECTION FOR Circuits(s): (1)20 amp•120V 15014mm17328W19TE n Q• Q • /7 EXTERIOR APPLICATION ACRYLIC FACE BD WALL0 D°Jy y� ,C 1406m.] TTRS. .DON 069 C1mm,ALUM.RACK r rn E U ILII • • • iv "v E o (� o PLrW000s'eaTl6uo aiuMREiuR1u COLOR PANTONE 3MVINYL PAINT t) V NUr,FnjT&LOC��'m Q Dark Purple PMS2603C 3M3630-9327 c- D(� �Y �} NUr,FUTB LOCK WA6HER u U u ®Ughl Purple PMS 2577C 3M 3630.9141 o, 4 o WOODBLOCICNG vc[61-1DULWEEPHOLE ©Black Penton:Black • 17[73mmJIxA.PIPE SPACFR WEEPHOLENOTUSED 4 White PantoneWhite 3M3630-20 SW2123 FOR.ERIORAPPLI.10N ®TB Bronze Tiger Drylac 49156230 C33 ALTERNATE LAYOUT CONFIGURATION sFUAuwaLLPaverwr%aroFxEwurfurEaNmuwNASFwnxs:eacuauswu0uT6x 0StatuaryBronzeDrylao361E0080 Status Bronze-SW7034 eaFs�Faruroxx.sH�necr,En.oauuEMMSrwmwnaxToSMPOIEMlNsaunaN Q Urbane Bronze SW7048 - aray.sNsrArr;nroos caucaF,:wnwroaroaamrwoFurF+r<arossri.vDrEra4noN ROS 6 AN OMONAL UNFuWSHM DMWNG CREATED rORYOUR CUSTOMERAPFVLOVAL• GIN >> rff60NALUffWCDMrCCuONWUNAPROECTRANNEDFORYdI Rer.eL DATE 6v �.a4 DATE BY DRAWINGNO:. (� I �� BY EUUMM OR NN USMIR NOT ouQa�ORWIEw�AMNN A 935 YOM 58L2 ANY rASIIDN UNLESS ALM IO®N�MCLNG By AN OFFIm1 OF Mv.•2 Rev.06 CUMMWASIG& DATE: DATE 6-1.201a IHv.•a Rev.a6 S.H-ke Brwids, Directional SitV 03 2'-11/4°641mm I 41/2 [114mm] ° O DESIGN PARAMETERS •'Structural adequacy shall be the manuladurefs responsibility using the following criteria: 1DD MPH 3 second gust wind speed per ASCE 7-D5 E ure C. 150 PSF par foal of depth a allowable lla�sop Haring pressure, E Drive IBCompliant C 2015,A16C 14thh Ed tor,ASCE-0 and ASCCE D,(A 18M u�i d Aluminum Design Manual). • Refer to wriften documentation for material specificshuns. Thru Materials' • Eftcledelum4m cebinetframe,4Ire deep • .125(8rrun]pan-fomwd clear SG potycarbonate face • Removable fare for service SEE 3/8"[10mm] Area DIA.GRADE 5 3.51 sf E MATCH BOLTS W1RIVNUT,FLAT AND EE PLATE LOCK WASHERJYP. ELECTRICAL/PERFORMANCE SPECIFICATIONS DETAIL (4 REQ'D) ULSNECapprovalrequ'vad 4 1W.Class II ULapproved system. • If alternate LEDs are used: et •5D,000 hour system where no greeter Man 30%lumen .� depreaurbon is mperienced at 50K hours. E 2"x2"x1/8"[51X51x3mMI •Thermally managed surface mamt devices(SMD). oE STEEL TUBE LED(s): (24)[12 per slde]AgiLight LS-PR016050K-281 obi White(5DOOK)LEDs(12 M)or equfva/ent-pm-approval 6°r152mml required 4° 102mm 1/4'[6mm]THK Power Supply:(1).2VSOW LED Power Sup*@0.9 amps A36 PLATE TOW Load 0.12 Cbcuits(s): (1)2D amp•120V 7/16-[11mm D 1/2"DIA.x18"LONG 1 DIA. [13mm DIA rc zz E E HOLE,TYP. ANCHOR BOLT(4 REQ'D) f `m O 2"x2"x1/8' COLOR PANiONE s s 3MVNr1 PANT o C O Dmt Purple PMS2603C 3M 3fa08327 SEE BASE PLATE DETAIL [51x51x3mm] O LtghlPurpla PMs2snc 3M 36309141 m STEELTUBE ppBlack Pwh,.Bb4 O 1 i!2'[38mm]DIA. NJ et3ue PaNaieWTde aM 36703D smt23 GRADE ELEC.HOLE Q sate e `496ezwcz3 S1M034 O Ikb—B— SW7048 / MATCH PI AT tie"I3mm) ELECTRICAL COPY OPTIONS CONDUIT 6°1152mml -- 4° 102mm 3/8'[10mm]THK. DrIVe Drive I Drive 'ffL r I FA36PLATE Thru Thru Thru d d 5/8'[16mm]DIA. 0 HOLE,TYR (4)#4 BARS ON A 10"PATTERN E E WITH(4)#3 STIRRUPS ON E E 2'x2kt/B" WI N 4"CENTERS FOR TOP 16" y°�rcz N C4 [51x51x3rnm] I Thank ' Enter Enter o STEELTUBE 1 AND 12"CENTERS o d --� I You, THEREAFTER.DO NOT WELD to° d REBAR.3"MIN CONC.COVER. O ELEC HOLE]DIA. 0.18 CU.YOS.CONCRETE DO-Not- REQUIRED tla"[3mm] Enter. BASE PLATE DETAIL 1'-6°[457mm]DIA. N • R61S AN OFUM M&UBI&M Dit"m CFUTM FOR Y01A1 CIISTM,IERAPPROVAL• DATE BY .DALE BY ��.• �.'r�( 8 �1k� P06MMUSEN IIM CONNCNWmtAPROICTKANNEDIORYOU Rcv.r1 Re.84 - DRAWING NO: yy BY CUMM 96 SIGNS.1r IS NOT M BE SHOWN OlmSmE YM 1Sa Of q=MN MR USIA PFHIODUCHI COMO,,OR 0021111)N A . 93558D1 ANY FAS"UA7ES5 A1111I01✓®INWHIN('BY AN OFE)(FA M Fev.R 'Rawls CUMMSS131S DATE DATE 5-1-2018 Rev.03 Rev.06 S.Ha ke Encon Services, Inc. Sign Design Calculations Job Description PREPARED BY: Encon Services, Inc. Taco Bell P.O. Box 3613 7313 Gall Blvd Apollo Beach, FL 33572 Zephyrhills, FL 813-655-3373 14"Letters F 813-655-9814 Design per Florida Building Code,6th Edition(2017)Section 16 Wind Load ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. Design.Specifications FL PE#52949, FL EB 9394 Risk Category II OH PE 60756, OC#01893 Kzt 1 KY PE #20281, P#2463 Exposure Factor C IN PE#PE 19600332 Kd 0.85 FL CBC#060535, QB#22527 Kz 0.98 V 140 (mph) _`Q. BIE��C`� GCp-GCpi 1.1 Zone 4, H<60 Feet Wind Pressure 46.0 (psf) LICENSE #52949 Sign Information per letter Height 1.20 (ft) STATE OF Width 1.20 (ft) .p Thickness 0.50 ft I�QR'OQ► Distance grade to top 30 (ft) FS's+�o Wind Shear Force .16.55 (lb) Weight of Sign 14 (lb) DATE SIGNED: Total Shear Force = 21.94 (lb) 4/9/2019 Total Tension Force = 39.72 (lb) Required Provided Fastener size(Nominal) 1/4 1/4 Minimum number of fasteners per letter 3 3 Shear Force per fastener(lb) 7.3 170 Tension Force per fastener(lb) 13.2 260 Combination Tension and 0.09 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(1-1/2'EMBEDMENT)THROUGH BLOCKING EIFS OVER 5/8'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/2'EMBEDMENT) CMU,SOLID CONCRETE,BRICK MASONRY SCREW(2'EMBEDMENT) HILTI HIT ROD W/HY-20 ADHESIVE(31/2'EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 4/9/2019 Taco Bell Zephyrhills 14 Letters Encon Services, Inc. Sign Design Calculations Job Description PREPARED BY: Encon Services, Inc. Taco Bell P.O. Box 3613 7313 Gall Blvd Apollo Beach, FL 33572 Zephyrhills, FL 813-655-3373 3'-6"x 3'-10"Large Swing Bell F 813-655-9814 Design per Florida-Building Code,6th Edition(2017)Section 16 Wind Load ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. Design Specifications FL PE#52949, FL EB 9394 Risk Category II OH PE 60756, OC#01893 Kzt 1 KY PE #20281, P#2463 Exposure Factor C IN PE#PE 19600332 . Kd 0.85 FL CBC#060535,QB#22527 Kz .98 V 0140 (mph) O�Q• BIED GCp-GCpi 1.1 Zone 4, H<60 Feet Wind Pressure 46.0 (psf) Q� LICENSE �y #52949 Sign Information Height 3.50 (ft) Width 3.85 (ft) STATE OF Thickness 0.25 (ft) �0,�. �ORI Distance grade to top 30 (ft) �ss/ ALE�G Wind Shear Force 24.14 (lb) Weight of Sign 135 (lb) DATE SIGNED: Total Shear Force = 136.89 (Ib) 4/9/2019 Total Tension Force = 371.72 (lb) Required Provided Fastener size(Nominal) 3/8 3/8 Minimum number of fasteners 4 4 Shear Force per fastener(lb) 34.2 280 Tension Force per fastener(lb) 92.9 1 352 111 Combination Tension and 0.39 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3-EMBEDMENT)THROUGH BLOCKING EIFS OVER 5/8"PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2°EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/2°EMBEDMENT) CMU,SOLID CONCRETE,BRICK HILTI HIT ROD WIHY-20 ADHESIVE(3112°EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 4/9/2019 Taco Bell Zephyrhills 3-6 x 3-10 Large Swing Bell Encon Services, Inc. Sign Design Calculations Job Description PREPARED BY: Encon Services, Inc. Taco Bell P.O. Box 3613 7313 Gall Blvd Apollo Beach, FL 33572 Zephyrhills, FL 813-655-3373 3'-0"x 3'-4"Medium Swing Bell F 813-655-9814 Design-per Florida Building Code, 6th-Edition(2017)Section 16 Wind Load ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. Design Specifications FL PE#52949, FL EB 9394 Risk Category II OH PE 60756, OC#01893 Kzt 1 KY PE #20281, P#2463 Exposure Factor C IN PE#PE 19600332 Kd 0.85 FL CBC#060535, QB#22527 Kz 0 V 40 (mph) 0`_p• ���®��� GCp-GCpi 1.1 Zone 4, H<60 Feet Wind Pressure 46.0 (psf) LICENSE q� #52949 Sign Information Height 3.00 (ft) STATE OF Width 3.30 (ft) Thickness 0.25 (ft) ��. FC0R�pP Distance grade to top 30 (ft) .Wind Shear Force 20.69 (lb) Weight of Sign 99 (lb) DATE SIGNED: Total Shear Force = 101.14 (lb) 4/9/2019 Total Tension Force = 273.10 (Ib) Required Provided Fastener size(Nominal) 3/8 3/8 Minimum number of fasteners 4 4 Shear Force per fastener(lb) 25.3 280 Tension Force per fastener(lb) 68.3 352 Combination Tension and 0.28 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3'EMBEDMENT)THROUGH BLOCKING EIFS OVER 5/8'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/2'EMBEDMENT) CMU,SOLID CONCRETE,BRICK IHILTI HIT ROD W/HY-20 ADHESIVE(31/2'EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 4/9/2019 Taco Bell Zephyrhills 3-0 x 3-4 Medium Swing Bell Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description Taco Bell B'ED�`A. 7313 Gall Blvd Zephyrhills,FL LICENSE 1'-8"x 2'-1"@ 4'-9"Directional Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+D Risk Category II STATE OF Kzt .o Exposure C �o�F FLORIOp' Kd 0.85 SS'/ Kz 0.85 VULT(MPH) 140 Aaron Biedenbach, P.E.#52949 VASD(MPH) 108 Date Signed: 4/9/2019 Cf 1.77 G 0.85 Wind Pressure(ULT) 1 55 PSF Sign Area Distance to Center P=Force Moment s ft (lb) ft-lb Can 1 3.57 3.90 117 455 Pole 0.62 1.55 20 31 Totals 1371 487 Required Flexural Strength (kip-ft) 0.49 - Provided Flexural Strength (kip-ft) 1.34 (1)HSS 2x2x1/8"Grade A500 B Steel Tube 0.363252 Auger Foundation Design Per Support Diagonal B(FT) 1.50 Base Size Required Lateral soil pressure(LB/SF/FT) 150 2.8 FT Deep Depth(Estimated)(FT) 2.75 1.5 FT Diameter S1 275 Design Depth(FT) 2.17 Ft Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 4 730 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use.5" Dia. F1554 Gr36 Bolts Plate Width B(IN) 6 0.23 Plate thickness(IN) Bolt Spacing d(IN) 4" Use.375"A36 Plate Width of Pole(IN) 2 Combined Square Rectangular Weld Stress b d t 2 2 0.125 13.62 OK 4/9/2019 Taco Bell Zephyrhills 1-8 x 2-1 @"4-9 Directional