The URL can be used to link to this page

Home My WebLink About22-53035335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGC-00530 Issue Date: 01/ M lJ"T=5ffM,.lM I M , % WIT MUITTINW. #57 III'T accordance with City Codes and Ordinances. N6'OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 02 CONTRACTOR SIGNATURE PE IT OFFICE THOUT APPROVED INSPECTION NMI* $13-780.0020 City of Zephyrhifls Permit Application Fax-813-7e0-0021 Building Department Data Received 1 �`�. Phone Contact for PasrreraCktlyd } Owner's Name e��Yner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number � wp Fee SieTrple'rltlehealdar Address JOS ADDRESS 4 LOT A� 5UBDIMSt N PARCEL ion (OOTAiNED FROM PROPERT'Y?AK NOTICE) WORK PROPOSED ElINSTALL CONSTR � ADDIAIT SIGN t �� DEMOLISH INSTALL REPAIR PPOPOSED USE SFR Comm t_ OTHER , TYPE OF CONSTRUCTION BLOCK FRAME � , STEEL EEL DESCRIPTION OF WORK DPW4� 5 9� Alfi°B�t�A BUILDING SIZE _ SCE FOOTAGE I d �d 's HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W,R.E,C, 00 PLUMBIN( ,` � T s d G �_�� r A j �� ) r MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING � SPECIALTY L--3 OTHER FINISHED FLOOR ELEVATIONS FkOOD�GNEAREA YES hIO. BUILDER COMPANY {( stoNaaitiR _ �W J RscrerERo YtN FscuRRGti Y1N Address H& License # ELECTRICIAN COMPANY INATLkRE Y a rrRREn=yZK1 Address! Licenses # a PLUMBER SIGNATURECOMPANYNY RiNSTERED �Y f N FEs C.,—r Y { RE Address Licensee to MECHANICAL COMPANY SIGNATURE �. REGSTEREn N_; r�� cuRraEN Y / N Address a _ License If OTHER � COMPANY SIGNATURE RPC+1&rVRC Y i N ss cu r �a Y 1 N Address License # ._ RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Playas; (1) sat of Energy Forms; R-O-W Pe all, for new construction, Minimum ten (10) working days after submittal date, Required onsite, Construction; Plans, Stormwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for Subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, ('I) set of Energy Forms, R-O-W Permit for new construction. Minimum tan (10) working days after submittal date. Required onsiar,`Construction Plans, Stormwaater 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) seas of Engineered Plans. ---PROPERTY=SURVEY,,r*qu€red far all Nktr corietrubtron. Directions: Fill out applicatilo oompietely. Owner & Contractor sign back,of application, notarized If over $260, a Notice oTC2immenceas entis"requirod, (A/0 upgrades over $7600) ,scent (for the contractor) or Power o(Aftomey (for the oumer) would,be someone with notarized letter from owner; authorizing same" OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Serrate service Upgrades AID Fences (PinkSUrvay/Footage) Driveways -Not over Counter if on public roadways,. needs ROW 613-780.0020 City of Zephyrhilis Permit Application Fax•813-780- 021 Building Department NOTICE OF DEED NESTRlCTIONS; The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assutros responsibility for compliance with any applicable dewed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RE$P N IBI ii7 s; 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 osrner and contractor may be cited for a misdemeanor violation tender state law. If the owner or: intended contractor area uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspections Division--Llcensing Section at 727-847- t 00q, Furthermore, if the owner has hired a contractor or contractors, he is advised to haver the contractor(s) sign portions of the "contractor dock" 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 property licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILU71ES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Pee overy 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, wilt be identified at the time of permitting. It Is further understood that'Transportetion 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 meet be paid prior to permit issuance. Furthermore, if Pasco County Water(Sewerr impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chaptdr 713, Florida Statutes, as amended): if valuation of work is $2,500,00 or more, I certify that !, the applicant, have been provided with a copy of the 'Florida Construction Caen 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'SJOWNEN`S AFFIDAVIT: i ceriiry-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 laird development, Application is hereby made to obtain a permit to do work and installation as Indicated. € certify that no work or installation has commenced prior to Issuance of a permit and that all work will be performed to nest standards of all laws regulating construction, County and City codes, zoning regulations, argil 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 oonapitanoe. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Sayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management district -Walls, Cypress Bayheads, Welland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, mocks, Navigable Waterways, - Department of Health & rehabilitative Services/Environmental Health Unit -Wells, WastewaterTreatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -runways. I understand that the fallowing 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 p 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, l certify that fill will be used only to fill the area within the sternwall. 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 crooner may be cited for violating the conditions of the building permit 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 niay be required (orelectrical work, plumping, signs, wells, pools, air conditioning, claw, 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, altar, or set aside any previsions of the technictal codes, nor shall Issuance of a pemait prevent the Building Official from thereafter requiring e 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) drays 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 TVWCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT OWNER OR AGENT S hardpan and sworn to for of ire ) before me this Who lstare personal) known to ire or has/have produced as identification. f _ �,--Notary Public Commission No._................m._...�.._.�_.._._,_..w.... Name of Notary, typetf, printed or stamped Or STEPRMIE B, KELLEHER *= MY COMMISSION # HH M1493 EXPIRES: October 22, 2026 Who rs?a rson lly known to me or has/have produced identification, f >f Notary Public Commission Ne. Name of iUotary typed, printed or staloped - ,sg vrr gi STEPHANIE B, KELLEHER W COMMISMON # NH 31111443 s s� M EXPIRES* OdWW 22, 2026 r -Derspectivel I---,-,-- Construction Lighting Signage Date: To Whom It May Concern: License Holder: Steve Loft State License: ES12000355 11 gl !1II11I111 I P1111111111! V a - 1 91 11 v W.W Cindy Gould Edward Krauss Date 1 igned: Contractor State of Florida County of `J)QW--0— The foregoing instrument was acknowledged before me by means of Zphysical presence online notarization this _J'5� day of 20 44- _21CILLO+- who __Zis personally known to me, or — has produced as identification and who did not take an oath. I �uGlgNPHMIE S. KELLEHill ER EVIRES: 0 cbW22,2026 WCOMMMION#HH31149IIIIII Signature of NOTARY PUBLIC SEAL 6335 8th St Zephyrhills, FL Re: Tire Choice — 7994 Gall Blvd Zephyrhills, FL To whom it may concern, Please accept this letter as authorization for Indie Signs and it's assigned local licensed contractor, Perspective 1, LLC, to pull permits and install signs for the above listed location. If you have any questions, please feel free to give me a call. Sincerely, -- 7:50— 1--- Owner 61°, 5Lb0C-t,31—Cv' OWNERS SIGNATURE NOTARIZED: State of Florida County of The foregoing instrument was acknowledged before me by means of _Z physical presence or online notarization this 6 day of 20 _22_ by who —)�- is personknown to me, or has produced as identification and who did not t-aV6 an oath. { iFTqTTT�;4:_t 1 a --------------- r Z - 545 �l:!:w-ASet¢ A zi W14*10 Al ON Emak pW@iii 4sa wr_m s i r.lmpww�-4 "I MEMO —4 — --T I SOUTH 18 ELEVATION g 1 G C z GCd I M s s�seaa t zvunz>a #xx<, t#.a;�cn: i97fIIt 2:t =tr�.'sPex c,r::ru-r `. .L . i#ti#5W2612.8-03d 7"4 A L ids Romt g � : £} M #tza ^a} pa _ xasxr? 3xEMOA s3 TAEM: i r AZ 0JV _ a S AAF LL.... #.i?33, Pbo?.: $ 3i2t -5f. fy...,=,s...,o,..,,��,,.,,..e...�,...>.... deQ4! L#'II`$R`z QR x k'ea33PU 3T 0,,ATSW c T a1 ofAS x t ar3€E5GE srtI:;se�i dratge are R� . ..... . ell a Naval WAA-1- 731V Lffv" , 1111WO!, -e milifflo All- �ws A Ao -s-la V I E —w OOGMSCAMLS 3A ows JINECtRCATIONS- INTERNALLY LED ILLUMINATED CHANNEL LETTERS m o M no—wcmcv COPY- 311WAGRYLIC FACES W1 TRANSLUCENT BLUE AND RED VINYL APPLIED TO FACES INTERNAL GRID WHITE & RED LED ILLUMINATION m > 5 INCH DEEP,040ALUMINUM RETURNS FAINTF ZED 0 1, D RLUEAND P .063ALUMINUM BACK$ m E l'INTENSE WHITE TRIM CAP M, 'E" 10'H X 5rD ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUMBACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) %'LIGHT LEAK FREE DRAIN HOLES ww — "AUTO SERMF CENTERS'COPY. 3116'2M RED ACRYLIC FACES ACRYM Mk INTERNAL RED LED ILLUMINATION 5 INCH DEEP.040ALUMINUM RETURNS PAJNTED BLUE AND RED " Is" 063ALUfANUMW,KS I' INTENSE WTUE TRIM CAP 10*H X 5`0 ALUMINUM RACEWAY PAIN TIED TO MATCH BUILDING FACK ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WTH FOAM TAPE AND CLEAR SJJLr,0NE 90 PREVENT DEBONDWG) '/.'L*HT LEAK FREE DRAIN HOLES Lac-* CAW,00 RACEWAY COLOR FM5 2935 BLUE MATCH SW 6112 8 W—Urf 0 MILECTRICAL SEC MON MATCH PMS WARM R.E 0 0065 07,106"22 UP E K-P, cm4f ffww MEAS, PLW5, WA*WNTS 671hha 5IE3W2l8 SICONERGY ow-w.4*ApF*d DRAW10 AgE COAUMNTED AND 0691D Y 7994 GALL BLVD, S-U-Rm-� iv U-WtLMAT;OW�,Xwon NUMEW 220128-03 MR IF cl WX mc FE WME %MR AND SHAlt 901 Of Aff'ROXiD UR-0 Az 85m ZEFHMILLS, FL 33541 09 DM%,W TO ANY KrMS, MIA 09 (WMATION Fhm: 623-3024545 Fm ANT FLWSE 001avig wwam wupm 0"6101/22 5 5 AS ?EVX6smoftmvjE%NACE �vlmw Emil;'psoc"hadmpl"'com m1m m Aa# , 0-.. i ....<- exsasr r _ x f k ta} va g SM PLAN SCALE NTS 7994 GAU BrVD.5 Jv z c n xs s vt n at ZEP"YRHPAS,F 4i MOM "I 10 M 67th Ave WW ,z5 133 ca4 Phow 2�-: -4545 n s s ` gAndirsq'Wrxom Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Tire Choice PO Box 3613 7994 Gall Blvd. Apollo Beach, FL 33572 Zephyrhills, FL 33541 P 813-655-3373 Raceway F 813-655-9814 Design per Florida Building Code, 7th Edition (2020), Section 16 Wind Load, FLEB #9394 ASCE 7-16, Load Case: D + 0.6W Risk Category 11 Kzt Exposure Factor Kd Kz VULT GCp-GCpi Ult, Wind Pressure Wind Shear Force Est. Weight of Sign M&M, Nathan P. Presnell, PE FLPE 77696 1 C 0.85 OM 140 (mph) 1.1 Zone 4, H < 60 Feet 46.0 (psf) 39.65 (lb) 163.01DATE SIGNED: REVI D H I ATE 2/20/2023 47 EEPH�'RLLS 4A(4R6�IG OFFICIAL Combination Tension and 031 <1 O.K. Shear 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, WALI, STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (3" EMBEDMENT) THROUGH BLOCKING 7 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 W/ HY-20 ADHESIVE (310 EMBEDMENT) Tire Choice Zephyrhills 11-4 Raceway calc 3 9 SPECIFICATIONS: GENERAL: "TI CHOIC " COPY: 3/16" ACRYLIC FACES W/ TRANSLUCENT BLUE AND RED VINYL APPLIED TO FACES INTERNAL GRID WHITE & RED LED ILLUMINATION 5 INCH DEEP .040 ALUMINUM RETURNS PAINTED BLUE AND RED .063 ALUMINUM BACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) '/" LIGHT LEAK FREE DRAIN HOLES "AUTO O SERVICE CENTERS" COPY: 3/16" 2283 RED ACRYLIC FACES INTERNAL RED LED ILLUMINATION 5 INCH DEEP .040 ALUMINUM RETURNS PAINTED BLUE AND RED .063 ALUMINUM BACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDwG) '/4" LIGHT LEAK FREE DRAIN HOLES LOGO COLORS RACEWAY COLOR MATCH PMS 2935 BLUE MATCH SW 6112 BISCUIT MATCH PMS WARM RED ALUM RETI TRIMCAP LED UNITS DISCONNECT SWITCH W/ SHIED WIRE CONNECTION WIRE OUTPUT.12VD( ACRYLIC PLASTIC FACE ACM BACK ALUM. RACEWAY TRIMCAP DRAIN I W/ LIGHT BAFFLE ELECTRICAL SECTION NITS REVIEW D I x 3 CITY OF ZEPHYR,HILLS BUILDING 04 SIGN MOUNTING HEIGHT TO BE 30FT MAXIMUM ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE 1 1 f WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING — LAG BOLT (3" EMBEDMENT) THRU BLOCKING EIFS OVER 5/8' PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK, BRICK 1 SLEEVE ANCHOR (1-1f2" EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2-1 f2" EMBEDMENT) CMU, SOLID CONCRETE, BRICK HILTI HIT ROD WI HY-20 ADHESIVE (3 %a°EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS ADDRESSPROJECT NAME 07/06/22 (AS) UPDATE PER CLIENT RE -VIEW .,,�.. � it �r„ v 7994 GALL x ,. ;. ; ^,- Mimi 7EPHYRHILLS, FL 33541 Phone: 623-302-4545 AUTO SERVICE CENTER jose@indiesignage.com •1 111111 1il e PO BOX 3613 APOLLO BEACH, FL 33572 • s 4 =20AarcuftQ`fiy ALL ELECTRICAL TD 8E IN COMPLIANCE WITH NEC 600-6 t ALL ELECTRICAL PRIMARY CIRCUITS MUST BE DEDICATED ISOLATED CIRCUITS PROVIDED BYCLIENTIOTHER. SO TO PROVIDE AC)ESSIBILRY TO REMOTE TRANSFORMERS WALL oR iNSTULAmD seR ICE FINAL ELECTRICAL HOOKUP BY OTHERS. S 2 ALL ELECTRICAL R SUPPLY DV PRIMARY APPROVED IAC100-240V LZ ANCHOR CHART FOR JINTING OPTIONS FLORIDA BUILDING CODE, t � 140 MPH WIND LOAD, VuLT RISK CATEGORY 11 EXPOSURE C I NORTH +T ELEVATION Sa11: = °. 3, W-,15 t rl — WEST L T Lib f = " QJOUTH ELEVATION wl � 4 I Ow SEEM Maw- INTMNALLY LED ILLUMINATED CHANNEL LETTERS!DRE .yy��gg�{yyyy;�pp COPY. b�HOICE t C 4• 3(16'ACRYUC FACES W/TPANSLUCENT BLUE AND RFD VRMAPPUED TO FACES k�a$� INTERNAL "GRID WHITE S RED LED ILLUMINATIONfi 5{kILN+�SCH DEEP .a0340 ALUMINUM € RETRN PAINTED BLUE D RED $ « a. r, ,ALUMNUBACKS V9 W"ITE TRIM CAP 1 4 X 5WU AC MUM RACEWAY PAINTED c O i TCH BUILDING FACIA ALL. LEDS ARE ATTACHED TO ALUMINUM RACKS WiiF? FOAM TAPE i3 CLEAR SILICONE O PREVENT DE- Ni3MG) 'WLIGHT LEAK FREE DRAIN HOLES tawmljp `�A�T�� L � i`. =v.%Y: nt ..:.. ;.' ,, ; ...... q.9 "•2?':"AY l.'i"�#�+?'.i 311ti 2283 RED ACRYLIC FACES INTEMAL RED LED &LUMINATION 5 INC" DEEP Z40 ALUMINUM RETURNS PAINTED BLUE AND RED .063 ALUMINUM BACKS V iNTE SE INWE TR AA CAP LLL'H X 5V ALUMINVM RACEWAYPAINTED TOMATCH SULDINGF LA w ALL LMSARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEM SILICONE (TO PREVENT DEBOi+t!?!NG) %'UGHT LEAK FREE DRAIN HOLES � A3ATCH PSIS 7935 ii ME . �. MATCHSSW6112SSCUJT SECTIONELFECTMAL Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc.. Tire Choice PO Box 3613 7994 Call Blvd, Apollo Beach, FL 33572 Zephyrhills, FL 33541 P 813-655-3373 Raceway F 813-655-9814 Design per Florida Building Code, 7th Edition (2020), Section 16 Wind Load, FLEB #9394 ASCE 7-16, Load Case: D + 0.6W Risk Category 11 Kzt Exposure Factor Kd Kz VULT GCp-GCpi Ult. Wind Pressure 1 C 0.85 0.98 140 (mph) 1.1 Zone 4, H { 60 Feet 46.0 (psf) Wind Shear Force 55.17 (lb) Est. Weight of Sign 313.40 (lb) f Total*fix a Nathan P. Presnell, PE 11/18/2022 Combination Tension and 0.45 <1 Gel. Shear 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, WALLSTRUCTURE ANCHOR TYPE: WOOD BLOCKING LAG BOLT (Y EMBEDMENT) THROUGH BLOCKING -- — - ----- --._� _.�_ — - -_....-- EIFS OVER 518' PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE - - --- - -------------- _--------- -- -.._ . - - . - -- _._-- - HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1-1i2" EMBEDMENT) - - -- SOLID CONCRETE WEDGE ANCHOR (2.112" EMBEDMENT) CMU, SOLID CONCRETE, BRICK HILTI HIT ROD Wi HY-20 ADHESIVE (3112" EMBEDMENT) ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS Tire Choice Zephyrhills 15-8 Raceway calc SCALE® 1 /2" = 1 -0" �NTER.NALLY " I ECHOICE" COPY: 3/16" ACRYLIC FACES W/ TRANSLUCENT BLUE AND RED VINYL APPLIED TO FACES INTERNAL GRID WHITE & RED LED ILLUMINATION 5 INCH DEEP .040 ALUMINUM RETURNS PAINTED SLUE AND RED .063 ALUMINUM SACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) 11/419 LIGHT LEAK FREE DRAIN HOLES "AUTO SERVICE CENTERS" COPY: 3/16" 2283 RED ACRYLIC FACES INTERNAL RED LED ILLUMINATION 5 INCH DEEP .04'0 ALUMINUM RETURNS PAINTED BLUE AND RED .063 ALUMINUM BACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) '/4" LIGHT LEAK FREE DRAIN HOLES LOGO COLORS RACEWAY COLOR MATCH PMS 2935 BLUE MATCH SW 6112 BISCUIT In MATCH PMS WARM RED 5„ ALUMINUM RETURNS TRIMCAP LED UNITS DISCONNECT SWITCH W/ SHIELD WIRE CONNECTION WIRE OUTPUT 1 2VDC ACRYLIC PLASTIC FACE --A ACM BACK ALUM. RACEWAY DRAIN HOLE W/ LIGHT LEAK BAFFLE MR ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE ANCHOR SCHEDULE: 3/8" DIA. ANCHORS IN PAIRS @ 48" OC QUANTITY: (8) FOR RACEWAY, (8) FOR TAGLINE WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (3" EMBEDMENT) THRU BLOCKING EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1-112- EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2-1/2" EMBEDMENT) CMU, SOLID CONCRETE -,BRICK r, WITH MANUFACTURERS INSTALLATIONr SIGN TO BE ! TO NEC 600 STANDARD SIGN TO BEAR UL LABEL SIGN TO _ ELECTOCAL DISCONNECT PROJECT NAME ADD FZES V) 07/06/22 {AS) UPDATE PER CLIENT REVIEW DRAWING NO. O -220128-02 20118 N 67th AVe STE 300-218 799'4 GALL BLVD. UT VI T ZEPHYRHILLS, FL 3354'1 � DRAWING DATE: PAGE NO. Glendaie AZ 85308 Phone:623-302-4545 > 1 1/ � � Email: jose@indiesignage.com 02022 INDIE SIGNS All Rights reserved I mnm sfnmarE WALL CLASS 2 POWER SUPPLY TO 120V PRIMARY 50/60HzC 100 - 240 V (1} 120V 20A circuit req'd UL labels required away from public. view, 'r0 r ALL ELECTRICAL TO BE IN COMPLIANCE WITH NEC 60M ALL ELECTRICAL PRIMARY CIRCUITS MUST BE DEDICATED ISOLATED CIRCUITS PROVIDED BY CLIENT/ DTHER, GC TO PROVIDE ACCESSIBILITY TO REMOTE TRANSFORMERS FOR INSTALL AND SERVICE. FINAL ELECTRICAL NOOK UP 8Y OTHERS. ALL ELECTRICAL o° APPROVED 211119111111 r BUILDINGFLORIDA •D SECTION• r a CATEGORY140 MPH WIND LOAD, VULT RISK EXPOSUs EC m 000_=A 0 D ILLUMINATED 11HANNE1 tETTIE"5SSE 310 _MT— --------------A—RE—A4%OT— S.. rT M §MQUOU29L INTERNALLY LED ILLUMPAP ATFE) CHANNEL LMERS M-mp-Ral COPY: IIIV ACRYLIC FACES W/ TRANSLUCENT FLUE AND RED VINYL ESP TO FACES ATEMNAL GRID WHITE & RED LED ILLUMINATION 5 INCH DEEP ,040ALUMINUM RETURNS PAINTED BLUE AND RED .06' ALUMNVM BACKS l'INTFNSE WHITE TRIM CAP I TH X SD ALUMINUM RACVqAY FAINIED TO MATCH BUILDING FACIA ALL LERE ATTACHED ITIALLIMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DESONDING) %'LIGI-ri LEAK FREE DRAN HOLES 3P, 6' 2283 RED ACRYLIC FACES INTERNAL RED LIED ILLUMINATION 5 INCH DEEP,040 ALUMINUM PETUPNS PAINTED SLUE AND RED .063 ALUMINUM 8ACKS VINTENSE VftTE TRIM CAP WH X SD ALUIVIINUM RACEWAY PAINTED TO MATCH BUMNG FACIA ALL LEDS ARE ATTACHED TO ALUMINUM SACKS MTH FOAM TAPE AND CLEAR SILICONE (TO PREI/ENT DEBONDING) '/.' LMT LEAK FREE DRAIN WOLESS LOGO CoLous RACEWAY COL*ft NIATCH PIM TnS BLUE IVATCH TV 6112 BISCUr Zffi]l MAXCHMS WNW, RED AIRAI'm4mm ACM 974X ftumma%Aw lmm� oESE naLmmt- Sign Design Calculations Job Description PREPARED BY: EnCon8enioom. Inc. Tire Choice P8Box 3613 7894Ge|| Blvd. Apollo Beach, FL83572 ZephyrhU|e.FL33541 P813-655-8873 Raceway F813-855-W814 Design per Florida Building Code, 7thEdition (2O20).Section 10Wind Load, FLEB#9394 ASCE7-16. Load Case: D+0.0YV Kzt 1 Exposure Factor C Kd 0,05 Kz 0.98 VoLr 140(mph) GCp-GCpi 1.1 Zone 4. M < 80 Feet Ult. Wind Pressure 46�O (paD 11/18/2022 Total Tension Force = 614.55 (lb) I Combination Tension and 0.32 <1ON. Shear ratio THREADED ROD THROUGH WALL /oPREFERRED /wALL INSTANCES. /pITmNOT POSSIBLE TuUSE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE OT THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (T 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 W/ HY-20 ADHESIVE (3 112" EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN |NACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS SPECIFICATIONS: INTERNALLY LED ILLUMINATED CHANNEL LETTERS GENERAL: 66TIRECHOICE" COPY: 3/16" ACRYLIC FACES W/ TRANSLUCENT BLUE AND RED VINYL APPLIED TO FACES INTERNAL GRID WHITE & RED LED ILLUMINATION 5 INCH DEED .040 ALUMINUM RETURNS PAINTED SLUE AND RED .063 ALUMINUM SACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) 1/4" LIGHT LEAK FREE DRAIN HOLES "AUTO SERVICE CENTERS" COPY. 3/16"2283 RED ACRYLIC FACES INTERNAL RED LED ILLUMINATION 5 INCH DEEP .040 ALUMINUM RETURNS PAINTED BLUE AND RED .063 ALUMINUM BACKS 1" INTENSE WHITE TRIM CAP 10"H X 5"D ALUMINUM RACEWAY PAINTED TO MATCH BUILDING FACIA ALL LEDS ARE ATTACHED TO ALUMINUM BACKS WITH FOAM TAPE AND CLEAR SILICONE (TO PREVENT DEBONDING) 1/4" LIGHT LEAK FREE DRAIN HOLES LOGO COLORS RACEWAY COLOR MATCH PMS 2935 BLUE MATCH SW 6112 BISCUIT MATCH PMS WARM RED ALUM RETI TRIMCAP LED UNITS DISCONNECT SWITCH WIT / SHIED WIRE CONNECTION WIRE OUTPUT.12VD( ACRYLIC PLASTIC FACE ACM BACK ALUM. RACEWAY TRIMCAP DRAIN I Wi 110HT BAFFLE ELECTRI AL SECTION ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER WALL TYPE SHOWNBELOWFOR USE IF THRU BOLTING IS NOT POSSIBLE ANCHOR SCHEDULE: 3/8" DIA. ANCHORS IN PAIRS @ 48" OC QUANTITY: (8) FOR RACEWAY, (8) FOR TAGLINE WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (3" EMBEDMENT) THRU BLOCKING EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1-112" EMBEDMENT) SOLID CONCRETE — WEDGE ANCHOR (2-112" EMBEDMENT) _ CMU, SOLID CONCRETE. BRICK HILT# HIT ROD Nd/ HY-20 ADHESIVE (3 VEMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS SIGN TO BE CONSTRUCTED 2017 TO NEC 600 STANDARD SIGN TO BEAR UL LABEL SIGN TO HAVE ELECTRICAL DISCONNECT ON THE EXTERIOR PROJECT NAME ADDRESS � 07/06/22 (AS) UPDATE PER CLIENT REVIEW DRAWING NO, Z-220128-02 20118 N 57th Ave STE 300-218 7994 MALL BLVD. { } Glendale Az 85308 ZEPHYRHILLS, FL 33541 DRAWING DATE: PAGE NO, Phone: 623-302-4545 AUTO SERVICE T 6/ / � Email: jose@indiesignage.com " 02022 INDIE SIGNS All Rights reserved 1�g i8SR �@�Pj(t�E s WALL R SUPPLY ?V PRIMARY �C 100 - 240 V (1 ) 120V 20A circuit raq'd UL labels required away. from. public view,.. ALL ELECTRICAL TO BE IN COMPLIANCE IMITH NEC 60'o-6 ALL ELECTRICAL PRIMARY CIRCUITS MUST BE DEDICATED - ISOLATED CtRCUFFS PROMISED I BY CLIENtt OTHER. GC TO PROVIDE ACCESSIBILITY TO REMOTE TRANSFORMERS FOR INSTALL AND SERVICE. _ FINAL ELECTRICAL NOOK UP 8Y OTNERS. ALL ELECTRICAL APPROVED CODE,FLORIDA BUILDING EDITION CATEGORY140 MPH WIND LOAD, VuLT RISK EXPOSURE G d