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Home My WebLink About23-5905a City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 71 R17"'! 7 'I'll, K1,1111"'I"I"I'M11", BGC-005905-20 Issue Date: 05/12/2023 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, 11 1'!'' 11 !! !:IIJ Jill 1 !11 1 a Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. IT OFFICE :1114�*,,I,Ii�li,;,",IzllI law,"I 12112 111 JJJJ!" 1140 1,10► loom!"I *I'd!- zu 813-780-0020 City of Zephyrhills Permit Application Fax- 813-780-0021 Building Department Fee Simple Titleholder Address 7575 GALL BOULEVARD ZEPHYRHILLS FL 33541 r----------------------------------------- SUBDIVISION 10190 WORK PROPOSED N1W CONITR E INSTAL PROPOSED USE SFR TYPE OF CONSTRUCTION BLOCK ADD/ALT REPAIR Comm FRAME 34-25-21-0190-00000-0020 M LOT # [= (OBTAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH OTHER STEEL DESCRIP'nON OF WORK I INSTALLATION OF EXTERIOR SIGNAGE r--------------------------------- --I r ------------- I BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =SAS ROOFING FINISHED FLOOR ELEVA-1 IONS AMP SERVICE PROGRESS ENERGY W.kE.C, VALUATION OF MECHANICAL INS TALLATIO SPECIALTY OTHER FLOOD ZONE AREA =YE NO BUILDER COMPANY ALLIED SIGNAGE SIGNATURE REGISTERED Address License # ELECTRICIAN COMPANY E SIGNATURE REGISTERED FEE CURREN YIN Address License# PLUM8ER COMPANY E: ;/N SIGNATURE REGISTERED Y FEE CURREN YIN Address License # MECHANICAL COMPANY E ;Y;/ ;N SIGNATURE REGISTERED FEE CURREN Y/N Address License # OTHER COMPANY SIGNATURE REGISTERED FEE C RR E=77 111=4 Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans-, (1) set of Energy Forms-, R-04%1 Permit for neW consttUction, Minimum ten (10) working days after submittal date. Required nsite, Construction Plans, Stormwater Plans w/ 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; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required nsite, Construction Plans, Stormwater Plans w] Silt Fence installed, Sanitary Facilities & I 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, not arizzed If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (fbr the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PlotlSurvey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zepbyilis Permit Application Fax- 813-780-0021 Building Department 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 0 Im Who ig/ar4(:Eerso�affy knd r has/have produced -as identification. -as icenimeavon, Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of FLt3RIlA County of PASCO THE UNDERSIGNED hereby gives notice that Improvement will he made to certain real prop", and in accordance with Chapter 711, Florida Statutes, the fogtrAing Information Is provided In this Notice of Commencement i. Description of Prop": Parcel Identification No. Street Address; 1 General oeseriction of improvement INSTALLATION gF EXTER1.0RSIGN.AGE.... 3. Owner Information or Lessee information if the Lessee contracted for the improvement Name _J,UQ F,,qTH -E-L Address City State Interest In Property: Name of Fee Simple Titleholder (It different from Owner listed above) FL Address city State 4. Contractor. AL IED SIGN Contractors Telephone No.: 111 5. Surety; Address Amount of Hand: jAME&-- - City slaw City State Telephone No.: 6. Lender: Name Address city state Lender's Telephone No.: T Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Address city state Telephone Number of Designated Person: 8, In addition to himself, the owner designates of — to receive a copy of ft Lienors Notice as provided in Section 713A3(1)(b), Florida Statutes. Telephone Number of Person or Emily Designated by Owner. 9. Expiration date of Notice of Commencement (tKa expiration date may not be before the completion of constmcton and final payment to the contractor, but will be one year from the 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 CHAPTERIi3, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCF-MENf MUST RE RECORDED AND POSTED ON THE J08 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 penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kmviodge and belief. STATE OF FLORIDA re, COUNTY OF PASCO SignatorysTKWOffice Ld S197;y The foregoing Instrument was acknowledged before me this ay ofj�' 202� by as (type of Sauthodty, e.g., �affica , trustee, attorney in fact) for {name of par on taah� o on L�s�rnent was executed}. d identification $-gr'ot -cad Notary n. ty N.- Par � �yp. of ideraill-E.Z.-d Name {Prinl} Gin p wpdata(beVnoticecommen r,ement_pcO53048 rYF n a P-. 1,1, �a�gn E G N A G E ' 'gat ricat Em To Whom It May Concern, 4 Frank pit no _ , yawner or agent of the owner for the property located at— 7575 €I Blvd, Zaphyrhills F1 hereby authorize Allied Signage and Eifteirmegev, to obtain a permit(s) to install sIgnage on the property Property owner information: Address: 1320 E 9TH ST, TAMPA FL. 33605 Fax. Property ID #: 34-25-21-0190-00000-0020 Signature to _�. Sworn n subscribed before me this day of � 3 � � ; .. y commission expires: � _ _ Notary Public�. p�yaY yP b iF'AEYd 8A. 6 d& LU MY COMMISSION # HN1 "€ 24, 2025 Inde— Leann..*'f anz., ......... i ES-12002110 10, Seats , 1- easyseo|scorn ��CALCULATIONS ��0 ��0 0� ��0�� m�m��mw~�m�� me GENERAL NOTES: 1. Design isinaccordance with the Florida Building Code 7thEdition (20Z0) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements ufASCG7-I6as shown herein. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or inaocumpanyingengineedn@dnawin§s. The index: existing host structure (if any) isassumed tobeingood condition, PQ1 Cover capable ofsupporting the loaded system, subject tobuilding department pgZ Wind Loads approval. Nowarranty, either expressed orimplied, iscontained herein. p03 Anchor Design 4� System components shall beuunoted herein. All references tonamed components and installation shall conform tomanufacturer's orindustry specifications as summarized herein. S. Where site conditions deviate from those noted herein, revisions may be ~ required oraseparate site-spedUcengineering evaluation pedbrmed. 6. Aluminum components incontact with steel orembedded inconcrete shall be protected as prescribed inthe 2O15Aluminum Design Manual, ~~ Part1. Steel components incontact with, but not encased in, concrete � shall becoated, painted, orotherwise protected against corrosion. - 7Engineer seal affixed hereto validates structural design as shown only. ar Use ofthis specification bycontractor, et, Al, indemnifies and saves C'"^ ""'~"2 harmless this engineer for aUcosts & damages |ndud|n8legal fees & ape||atefees resulting from deviation from this design. Easy S , hA31124 12oomFederal Hwy, #zoo ail in 150 mph asic wind speed (Vult) Exposur C Calculations cz = 9,5 3-sec gust speed power lawn exponent zg = 900, Nominal lit. ofatt os, boundary Dyer Gcpi = 0 Internal pressure cauff Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor Ke = 1.0 Ground elevation factor A = 10 sq ft Tributary area 150 m h - E ®e nsREVIEW DATE, ALL- t NTED SIGNS (egg( Z ) � BUI@ $ & AD WIND PRESSURES OFFICIAL SIGN CENTER CORNER HEIGHT (Zone 4) (Zane 5) Kh ``<. qz 15 ft 27.4 psf 34.9 psf 8-1 24.9 20 ft 29.1 psf 37.1 psf 26.5 25 ft 30.5 psf 36,9 psf 27.$ 30 ft 31.7 psf 40.4 psf 28.9 35 ft 40 ft 32.E psf 33.7 psf 41.7 psf 42.9 psf ,.. 29.5 30.7 i m 45 ft 50 ft 34.6 psf 35.3 psf 44.0 psf_ 45.0 psf r, " w 31.4 32.1 w �� 1 1 `+ ? 55 ft 36.1 psf 45.9 psf 3218 � 60 ft 36.7 psf 46.7 psf t 33.4 70 ft 32.0 psf 62.1 psf 34.5 80 ft 31.9 psf 63.9 psf 35.5 90 ft I 32.7 psf 65.5 psf `_ 36.4 k .�t`? 100 ft 33.5 psf 66.9 psf 37.2 110 ft 34.1 psf 68.3 psf 37.9 120 ft 34.8 psf 69.5 psf 38.6 130 ft i 35.4 psf 70.7 psf 39.3 140 ft 35.9 psf 71.3 psf 39.9 150 ft 36.4 psf 72.9 psf 40.5 F 175 ft 37.6 psf 75.3 psf 41.E 200 ft 3.7 psf 77.4 psf 43.0 250 ft 40.6 psf 81.2 psf 45.1 . EM ySeats easys�lsxom Wall Sign Anchor Design Design wind pressure: w Channel Letter A = 4.1 sqft (per letter, critical) Masonry (ASTM C90,1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, catalog Min Embedment: 1" Min edge dist: 4" Min Spacing: 4" Anchor tensile capacity: Tcap = 125.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 165 lb - = P*A (per letter) No. of anchors req'd: n = 13 anchors per letter - = Rt/cap Total anchors required: 2 anchors per letter OK, typical anchor option shown. Limit to min (3) per letter, bal. Ref anchor schedule for other anchor options. IM RADIANT CARWASH -A NWC U.S. 301€t PRETTY POND RD. ZEPHYl2l-IILLS, FL 33541 9 Elevation 3/8„ = V-0„ End Vi PylonOpt: 1 i primary sign circuit to area by owner. Approx. 6 Amp required. Fabricated aluminum double sided Illuminated Pylon Sign Colors Faces Pan formed and embossed .177 modified acrylic. Standard color vinyl graphics to be applied. Illuminated with white LEDs PMS 199C Sign 7'-4" x 6'-7 112" Sq Ft 46.375 PMS 7699c Includes aluminum Base Cover 3'-10" x 6'-7 112" x 1'-6" PMS 7688c Steel support Coulmn and Fondation sizes per engineering PMS 291Sc MP 41342 Brushed Aluminum F I White <yr,�c r °- design%-*e 7382 l GL N 1A G E tadr"#cat 13727 North' a Tampa, FL 33613 C 1-813-979-0111 � -5 ® -moo _- o Y DATE: Feb. 19, 2022 CD FILE NAME: o � m RC-Zephyrhills-021922-f11J � M T-. Radianll ZephyrfuIW RCW-ZephyrhigsQI822-44 = ri m REVISION: v o Rt- Rev Chef Ltrs at South Wall - 3-30-22 v io 00 R2- Revise Pylon to Monument - 3.31.22 °-`' r 0 R3-Revise Rfionument size(add Chnl Ltr set change colors - 4-01-22 Z u RCr Car Wash Chnl Itrs onlySouth& West/P Ion detaas 01-26-23 ® m PROJECT MANAGER: Card vote Thaden (neDfC2017 THIS SIGs! IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE A -us 600 OF THE NATIO L ELECTRICAL CODE 2017 ANDI OR OTHER APPLICABLE LOCAL. CODES. THIS PROPER GROUNDING C&SINCLUDES AND BONDING OF THE SIGN. Y. 00 0 f E o Q so Ci 7o Uj tfu.. a O � >O W radiantSee sheet F�U�ephyrhills-421922-t5 Pylon Details ��Ze h : hl�l� 2� 22-0 � C C j e, 0- 0 1 Kv _ 1-w _, r 1 express car wash a integrity e systems, components,a 4F 4Y 2 Cot}StNCt10n explicitly Jlt2#'2 n. •�}2{iFICd#n6YP5 dPlal{S ;~t5 ffftCdCjQn53t2 {py{{jpdh and dtP tht'S4#E responsibility 0 f P fi ICI to T {t0 electrical �2W 3S 22s' performed 3 Ocertification{t _ _ 45��'$�fl'R7 'Design is in affOtdan€eW}`#i#tI}e(2r�tiiieli`t2Yif54f7hCa`{2 �I�g 87iii �1�{iif�t}�f9t llS2 Wifiliik �v 4llt57d2 t{tgE}IUh�2}OCtty }#UETif3n4`Zb112 �}}�##Z}. •ThISEitgiite2Ftilg CElttfi250n#yih2 structural y4#t{lOS SySY Sfi rand/or other P yy7t . S specifications jY y (} A 1 1 y f h 2( Cf # fi @ r. #�Q 2{ TICa#€fUI h #7 ,. Y72F{ iRl d and Ei 0f5 Cil (S intended, •SCF{3£tl3fd#Ste5igi7 ineet5 P2(juITNn2nfS4fA(i iY$-�#4, }AES��!} �Er, �Ii��-'#i, �t E�� 1$, - i r a�icaao a t a be painted or protected as prescribed in Af}M1 15 a o st 1 i ene spacers provided. • A## exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • welding shall comply wi itYd requirements. St x - I�sB$�:�; as applicable. -Steel components shaft) be coated, paiarted; or otherwise protected against corrosion per fBC See 2203.212222.5. • Alum components in contact with steel o€ embedded in concrete shall pa p p { }, p( pt p p xpa l ¢ g p r n A#1 1 rng h fI o ply fh S q eel olds E70xx electrodes. •Aluminum welds: 4043 finer alloy. - Alum extrusions: fi06.3 T6 or stronger, U,N.O. a E � � a ey v 0 E 01 cs1 a C no no G N U U � CSS M o -se E a U � a so {i i O N v Q _Ll ai o c fv IM71�c� E a47 eJ U E = o � u m E N o sz -0 ar q E I I N Structural Frame Detail 2"x2"aluminum angle structural frame welded construction. Aluminum sheet filter .063 attached with mechanical fasteners and adhesive. c/s stainless rivets at 12"o.c. MIN 6" SCH 40 STEEL POST (A53/B), EMBED TO 6" FROM FOOTER BOTTOM IlluminationLED (6) 12v double sided 96" Princible LED fixtures Multi .Ir voltage. total r Amps CONCRETE FOOTER OPTIONS (2500 PSI): e 36" DIA x 6'-0" DEEP [AUGERED) -�X - 4'-3" SQ x 3'-0" DEEP [SPREAD, WITH / (4) #5 BARS EACH WAY, TOP+BOT] Electrical to sign location by owner. , i I Note: total amp load for sign 6 AMPs 1-120v 20a circuit required, Dedicated Sign Circuit per NEC - - -- - --- -- ------- ----- Steel Angles 2"x2"x 3116' welded to su Each side of AiVAFjAffiWAffM Structural fra 2"x2"x 3/16' it 2"x 2" alurrtii retainer frarr � I typical •177 t acrylic face. _.-- _.._ ---- Fabricated aluminum double sided Illuminated Pylon Sign Faces pan formed and embossed modified acrylic with End View digital printed graphics. Illuminated with LEDs Fabricated aluminum pylon base and 2" reveals. Sign to be U.L. Approved and meet NEC standards for electrical signs. Sign 7'-0" x 6'-7 1 /2" Sq Ft 46.375 d '7382 design I A G 1 fabricat it [r 33613 Feb. f 9, 2022 O FILE NAME RCW-Zephyrhllls-021922-00 3 m r RadianU Zephyrhillst RCW-Zephy,1,1,-021122-00 = w M Fin REVISION: �v p B00 —=00 ft6- Car wash Chnl Itrs on South& wesU on details 01.26.23 Z @ o O r PROJECT MANAGER: o m Carl von Phaden DESIGN: Preliminary Monument ent Ene'C ) 2017 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE ® 600 OF THE NATIONAL ELECTRICAL CCAUS CODE 2017 AND / OR OTHER APPLICABLE LOCAL CODES. THIS C&INCLUDES PROPER GROUNDING S AND BONDING OF THE SIGN. Q � E � o X ra. La ZT 0 Q N 6. i3 A'>' s *' � radiantRCS Zephy �llll 19 � 05 o co C r� E,�-„ �� •,�.�.�„�� m,�� r�:��-�.;�,.��„��.��.��-,�;,�;� ,_,._ ,tom sm ....�� .� ��:�Y�x 0�— u s— o naa express car wash a st uct'o e l#�t3 s ec�r:, erein. -Electoral notes Betafls &s cificationsare rovidedb andarettesoleres responsibility mine er#otmedandnocertificationofsnchfsintended. •Sfructura#deli ❑meetzre requirements C 3 8-74 #SC360-76 Af)M1-1S &NOS-18 ��e9'�R �s:ez€grirsrnaccordancewiYhtherequttementsoftheFlaOidg e7thfd�203#i}torusewithin&ou6sldetheNighVeioCrtyNe€ticaneZone{NYI#Z).-Thisengineering<ettifiesonlythesiructera#tntegritynfithosesystems,companenfs,and/orotbercon € i n xp i y p h I pe p Y p Y p g q to # 7 ,A , v' fasteners shall be S.S.❑ a protective or r d' with AWS requirements. , Ste weds: 74 electrodes. • - - r r U.N.O. Nzates; as applicable. - Steel components staff be coated, painted, or otherwise protected against corrosion per FBf Sec 7L63212222.6. • Alum components in contact with sleet or embedded in concrete shall be painted or protected as prescribed in AOEAI-15(9a}, or p#ant#dnenprene spacers provided. •Alf exposed n N r have a prates eve coating t corrosion protection, •All welding shall comply 1e# f E xxAluminum welds. 4043 fitter alloy. •Alum extrusions. bt3G3 T6 or stronger, v" v � � c v E =ro; ° -0 •a J 0 CL 0 > E -cs 0 n 0Q O D C LA 4, r, PO v E o v w v 3 v E _ o c +� dy i3 v : s O -0 4 v E fl — vi = IL M g -2 o 0 u_ N a x E 0 U i-+ 0 O v v CL v o E Y E o v CV SJ � E Q < :3 v o CL E N an v RADIANT CARWASH NW C U.S. 301Et PRETTY POND RD. ZEPHYRHILLS, FL 33541 OPTION: 4 05-24-22 SOUTH Elevation 3/32" = 1'-0- US 41 Elevation SOUTH radmiant express car wash PMS 199C PMS 7690c White PMS 7688c PMS 2915c OF MA5tRy TO' OF MA60NRY CAR WASH Fabricated Alum Reverse Channel Letters. LED halo illuminated, 12 4` AFF 6OTT4 Atuminuim .125" thk faces with welded returns 4" deep. Painted one color. Backs - clear polycarbonate stood off building 1.5" Power supplies - Remote. Disconnect on sign with in site. OOR Approxmatety 3 Amps All Electrical to be U.L. approved lvVEAL and meet NEC standards for signs f.- ----- - Es East Tower Wall 25'-4"h x 23'-4"w = 5911scl-ft-200% :A,1,8.2 so ft Sign -Stacked Display area 66"h x 132" (60.5 S South Elev 25'-4"h x 127'-0"w = 3217.s Sign -Stacked Display area 66'h x 132"r(60.5 Sq Ft) -REVIEW DATE:_ 2 CITY OF ZEPHY"HILL ' BUILDING OFFICIAL — ---- - - - ------- ----- 131" EAST Elevation 3/32" = V-0° Car Wash Exit Hyw 301 Elevation RCW-Zephyrhills-021922-00 ssf Iv, Vesign SI labricat A I ....... ------ FM 13727 No h DATE: Feb. 19, 2022 C) FILE NAME. 0 ,4 FZCVV -Zephyrhills-021922-00 ��M�2 Radiant/ Zelihirrhills/ RCIN-Zerthyrrhills-021922-00 3: REVISION: - F0�j7 Rl- Rev Chrq Use at South Wag - 3-Urw22 R2- Revise Pylon to Monument 3.31-22 - R3- Revise Monument size/ add Clod Ltr set change colors - 4-01-22 R4- Chn! Los Opt I and W 2 South Dent Lop sign West Else - 5-09-22 Z Qm T_ R5- Logo Opt 3 at East Ely/ - Chat Los Opt 4 at East Elevi 05-24-22 oo 26-23 cy PROJECT MANAGER: Carl von Thaden n c De12017 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 0. 600 OF THE NATIONAL ELECTRICAL CODE 2017 AND/ OR OTHER 'S APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING C@ US AND BONDING OF THE SIGN. I 2 E Oc 0 c, _S o 0 E 0 - Qj cu O 0 C M 0 -C 0 Z� Q -2 0 0 o E 2 o -m "E E > -0 C 0 w W U iE Ef o < -3 eu `1 a E -28 0 C CL 0 M - X I 1) C:) E 0it - Z 6 ra General Design is in accordance with the requirements offive FlarBidgi Code 7th Ed (20201for use within &outside the HighVelocily Hurricane Zone (HVHZ). -This engioeminst certifies only the structural integrity ofthose systems, components, and/or other construction explicitly spe`I �erem_ -0ectrical notes, details,& specifications are provided by and are the sole responsibilityofthe electrical contractor. No ele( tri(al review has beer, performed and no certification ofsuch is intended. - Structural design meets requirements ofA(I 3 18-14, AISC 360-16, ADMI-I 5, & NOS-18, Notes: as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per F8( Sec 2203.2/2222.6. - Alum components in contact with steel or endiedded in concrete shall be painted or matented as prescribed in ADMI-15(la), or pji5h,/,-,, icr sparer, feovrkmd� - Aff exposed fasteners shall be S.S� or have a protective roating for corrosion proredum.. - All welding shall comply with AWS requirements- - Steel welds: E70xx elearside5- - Aluminum welds: 4043 filler alloic - Afton extrusions: 6063-T6 or stronger, uAff RADIANT CARWASH NWC U.S. 301 Et PRETTY POND RD. ZEPHYR ILLS, FL 33541 I im Letter Elevation Scale 1/2" =1'-0" sm�M] SOUTH Elevation (1) one set Rev ChnI Lrts Required - Painted Blue PMS 7690c EAST Elevation (1) one set Rev Chnt Lrts Required - Painted WHite South Wall 15'-2"h x 22'-8"w = 344.sq ft 20% = 68 scl ft North Tower Wall 30'-O"h x 12'-8"w = 379.98.sq ft 20% = 76 sq ft MUMMILLETME11131191s CAR WASH Fabricated Alum Reverse Channel Letters. LED halo illuminated. Aluminuim .125" thk faces with welded returns 4" deep. Painted one color, Backs - clear potycarbonate stood off building 1.5" Power supplies - Remote. Disconnect on sign with in site. Approxmately 3 Amps ANCHOR SCHEDULE All Electrical to be LI.L. approved CONCRETE (3ksr) or and meet NEC standards for signs HOLLOWMASONRY **A.Li.FASTENER5SHALT. BE5PACEDEVfNIY'^ THREADED RODS WITH MIN 2" EMBED IN ADHESIVE TAPCONS (OR EQUIV) WITH 1.75" EMBED 1/2" PLYWOOD 1/4' TOGGLE BOLTS CITY or SPACING �jffa (3) PER LETTER MIN (3) PER LETTER MIN (3) PER LETTER MIN (3) PER LETTER r ; SL �' U X Ling Warr P so LTITh0jum Blocking as REVIEW IDAT, E, 3-Zl. Opt: 1 Typical Letter Section C1TY0FZE--P Scale 3" =1'-0" HYRHILLS BUILDING OFFICIAL 2 Colors 1111� MANOR1101 MP 41342 Brushed Aluminum White 19h s 2, esign S I a -,A E _1 fabricat 's 74 K� ir :o P,w 66- g% 13727 North f21tff,_ to Tampa, FL 33613 M 1-813-979-0111 -Z 0 DATE: -2 t- Feb. 19,2022 0 FILE NAME: RCW -Zephyrhills-021922-00 �r67 Racdaral Zephydrist RCW-ZephyrhtM2W2-00 = _j M REVISION: BI- Rev Ghrd Los at South Wall - 3-30-22 OM W —MoD R2- Revise Pylon to Monument - 3-31-22 LL. = 00 R3- Revise Monument size/ add Chn! Ltr set change colors - 4M -22 Z M U R6 C:, 0 PROJECT MANAGER: c "I Carl von Thaden (nBe'� 12017 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 0. 600 OF THE NATIONAL ELECTRICAL CODE 2017 AND/ OR OTHER c US APPLICABLE LOCAL CODES. THIS PROPER GROUNDING C&USINCLUDES AND BONDING OF THE SIGN. .0 �2) 0 E 0.2 10 -0 2 o -2 o 0 0 ® ou 2 a CL C E E < oo co E I'll X CO .6 0 E C) X > 94 (NO ACCESS BEHIND) 1/4"WOOD SCREWS, FULL EMBED C mj�( PER T' R ',�--TER .. PMS 2915c 0 0) �C' 2 ou q' 1 0 a Z5 -0 > METAL STUDS/ PANELS #14 METAL SCREWS TO MIN IRS. STEEL OR 0,090" a M 00- giA t)- L - :E 2 Uj I HOLLOW WALL, BLOCKING 1/4"THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND MIN (3) PER LETTER radolanst RCW-Zephyrhills-021922-03 0 express car wash j- 0 0 M — z X B: General -Design is in accordance with the requirements ofthe Fla Bldg Code 7th Ed (2020) for use within &ordside the High Velocity Hurricane Zone (HVHA� -This engineering certifies only the structural integrity oft hose systems, components, and/or other construction explicitly specifiA herein. - Electrical notes, detads,& specifications are provided by and are the sole responsibility ofthe electrical contractor. No electrical review has beei performed and no certification ofsuch is intended. � Structural design meets requirements offfil 318-14, AIS( 360-16, ADMI-15, & NDS-18, Notes: as ajmhcable. -Steel components shall be coated, painted, or otherwise protected against corrosion per FB( See 2203.2/2222,6, - Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-15(la), or plastic/neoprene spacers provided. - All exposed fasteners shall be S3. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements, - Steel welds: 170xx electrodes. - Aluminum welds: 4043 filler alloy. -Alum extrusions: 606346 or stronger, U.N.O. RADIANT CARWASH NWC U.S. 301 Et PRETTY POND RD. ZEPHYRHILLS, FL 33541 67'RuCTURAL) NORTH Elevation 3/32- = 1'-()" MIIMI� Q 12 — AFF EcOTTo' OF aPCn u'-V Ace, 5077OM OF r'00,c OPE-M, 8`_2' AFF. TOP Oe DOOR OFIHNRY *3 _6 AFT-. TOP OF RE"FAL — ----- ---- TOP OF, 5LA5 f 16-8) . .............. ........ 4--o" - 4" 200" WEST Elevation 3/32" = 1'-0" Car Wash Entry 24_0 AFF. TOP OF MA50t,IR' TOP OF PARAPET c—' AFF. _* —IT— OF CANOPY TOP OF REVEAL TOP GF I.. °'A"'e' — TO- OF 7�EL4_ 5i-AB (51RE , 57�,TURAL) I-- AFFlia 25157_�_AR_1� o — AFF BO770`t OF LO"RZ 0 0 AFF 70F' OF- Ol DOW TOP OF DOOR OFFMw- 31_6' TOP REVEAL 0 -0' PFE radiant RCW-Zephyrhills-021922-01 express car wash -"121 P Is ��esigrt S I A G-Aul E ilabricat V, IR OF 61 0 F fu 13727 North 12 pe" Tampa, FL 33613 _3 r UJ7s 1-813-979-0111 0- DATE: Feb. 19,2022 FILE NAME: FZCVV -Zephyrhills-021922-00 REVISION: Rl- Rev Chn! Los at South Wall - 3.30-22 00 R2- Revise =Monument - 3-31-22 R3- Revise Monument size/ aid Chril Ltr set change colors - 4-01-22 Z Me? R6- Car Wash Chrill race onWuth& West/Pylon details 01-26-23 00' CD co PROJECT MANAGER: Carl von Thaden DESIGN: Preliminary building Signs r2017 (nB4C THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE A _U 600 OF THE NATIONAL ELECTRICAL CODE 2017 AND I OR OTHER S APPLICABLE LOCAL CODES. THIS PROPER GROUNDING C&SINCLUDES AND BONDING OF THE SIGN. O X I a General -Design is in accordance with the requirements ofthe Fla Bldg Code 7th Ed (2020) for use within &outside the IfirifiVelocity, Hurricane Zone (HVHZ). -Thes engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly �Pedfipd herein. - Electrical notes, details,& specifications are provided by and are the sale responsibility ofthe electrical contractor. No electrical review has beep ' performed and no certification ofsuch is intended. -Structural design meets requirements ofA(l 318-14, AIS( 360-16, ADMI-15, & NDS-18, Notes: as applicable. -Steel components shall be coated, painted, or otherwise protected against corrosion per ABC Sec 2203,2/2222.6. = Alum components in contact with steel or embedded in concrete shall be painted of protected as prescribed in ADDII-15(la), or plactichi,oprene spacers provided. - Ail exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirement5. - •Steel welds: f7axx electrodes. - Aluminum welds: 4443 filler alloy. = Alum extrusions: 6063-T6 or stronger, U.N.O.