The URL can be used to link to this page

Home My WebLink About21-3360R 71 A *2-1 0 1 # I M 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 fS BGC-003360-2021 Issue Date: 01/12/2022 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. Complete Plans, Specifications add fee 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. PEfIT OFFICEt) IL A I H-U a 061011!,f—I VA I City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 I MOMMM BGC-003360-2021 Issue Date: 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. w • .• 1 1 1 1 1 1 1 1 1 � �• � 1 1 1 1 11 1 1 1 1 1 � I �! 1 1♦ 1 1 � 11 1 ♦ i1i'll 0 a *it #11M 3-33= 0�� '. , . ." I* * accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 1/12/22,1:02 PM Mail - Jackie Boges - Outlook Jackie Boges <jboges@ci.zephyrhills.fl.us> Wed 111212022 12:48 PM To: Crazy 4Signs <sa1es@crazy4signs.corn> permit is ready for pick up for the charleys but i need the contractor updates liability W/comp business tax receipt. cost $135 Sent: Wednesday, January 5, 2022 6:31 PM To: Jackie Boges <jboges@ci.zephyrhills.fl.us> Subject: Wrong Permit Dropped Off EXTERNAL EMAIL Good morning Jackie, I dropped off the wrong permit package. I will swing by and pick up and then drop off the right one, This is what happens when short staffed and rushing!H Thanks! Deborah Buyer Patel Crazy 4 Signs, LLC. Office: (813) 715-2333 4819 Allen Road zephyr ills, FL 33541 www,crazy 4signs.corn aqles@ Lrazy sigRs.corn 4 hftps://outlook.office.com/mail/deeplink?Print 1/1 BZiilding Department 9 -8780-0021 Stores,-hnc.- th St. Bentonville, AR 72712 Fee Simple Titleholder Address 813 715--2333 800-925-6278 JOB ADDRESS LOT III SUBDIVISION PARCEL 10#[2,5-25-21- 11 0-00000-0010____________j , (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 'SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR Comm OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL BUILDING SIZE SQ FOOTAGE HEIGHT IXELECTRICAL N0.00 =PLUMBING =MECHANICAL GAS ROOFING FINISHED FLOOR ELEVATIONS BUILDER SIGNATUR Addres- S=l(N=UR Addres], AMP SERVICE PROGRESS ENERGY X.F—C. *R VALUATION OF MECHANICAL INSTALLATION SPECIALTY OTHER �,IAf FLOOD ZONE AREA =YES NO COMPANY REGISTERED COMPANY REGISTERED L5324 I K ell. 5 y Rd. SuitC A.1 Tampa, FL 3361 PLUMBER COMPANY SIGNATURE REGISTERED Q� 1[gilralm COMPANY REGISTERED COMPANY REGISTERED �AFM ILI I� 2,R;Lfj Ewire Solutions, LL As= 13007814 I wl A V11 rost1*11#4 e: ate• • o N� N • � a e rI oil '{4,=, lf !,Afalmart, lai AUTHORIZATIONLETTER OF Gate: _WW— Project BusinessName: Charleys Philly Steaks — Walmart Project Address: 7631 I1 Blvd., 2 phyrhllls, FL 33541 r r lr�f lr� Company ny Flame. Wal-Mart Stores, Inc Mailing Address: 702 $W 8th Street, Bentonville, AR 12.05 5 Telephone Number; 00- 25- 27 Commercial Signs and their authorized Deborah Buyer Pater, Crazy 4 Signs, to acquire the necessary sign permits and provide installation senfices on said signs, Property Owner Name (Pr nt d)- Property OWner Signature: &OOM-PWAII-C In the County q' State oaf 4 %his date JAXPL Sworn to (or affirmed) and subscribed before me via physical presence or online notarizoons, by personally known --V, OR produced identification 'hype of identificafion produced Notary Printed ��, w V Notary Signature .11 PUB i yCommission it s 20 rt� AN vWee ��"kd IN 519vowl"'M STATE OF FLORIDA COUNTY OF The foregoing instrument acknowledged before me this day of 20_, by Personally known: OR Produced I - LEE ldentificatioYi: IELL X0 (— ""E', I . .. ...5 � C 1', 2 z\'i '3 4 8 J'E,,", PROPOSED- Exterior MFG / Nat'l Account Svcs: Corporate: 4806 Wright Drive, Bldg, A 3548 Atlanta Rd, Smyrna, GA. 30082 Smyrna, GA. 30080 (0) 770.989.1290 (0) 770,431,0807— ts7- comS�GNS.com PROJECT ADDRESS: Walmart #706 7631 Gall Blvd Zephyrhiffs, FL 33541 1/2" thick Stacked Acrylic "Stars" painted PMS127 Yellow 118" #2793 Red Acrylic with Translucent vinyl 3630-109 Light Rust Brown 1/8" White Acrylic Background with 3/4" thick Stacked Clear Acrylic "Charleys" White LED fighting system 1 " Black Jewelite Trim Cap .050 white aluminum back g1waga&WwAgrg-41 i bolted through Inv Min 2 M'M per tefter) *U.L. APPROVED Pdmr/ F-Wdn�o Sou-s Tb Ba pmded By olhws- P�� hookap 0= 09 PMS 127 1U BLACK V1 3M 3630-109 Light Rust Brown DATE: D ZIPHY 0611 SALES REFS: Derrick McCravy SIGN CODE INF N/A PM INITIALS: Lr DRAWN BY INITIALS: LL OJI ORIGINAL DAIE: 06/16/2021 S.ALLOWED N/A H SO. FT. SHOWN: 20,7 Sq Ft. V:'Icie.yF,',V'�Valm�='tiFloridak,Zephy,h,ills, FUIDESIGN FILES PROPOSED- Exterior Note: Survey needed to confirm wall "CHARLEYLOGO" FAB / INSTALL SP measu s ex Lt �rement, , isting blocking, and I Ct I electrical access. GC to supply needed e lectric I to r ewer to t Sig lectrical to run power to the sign vIATZ: 4in LLS 4"deep Black .050 Aluminum ------ - 82.8 in Letter Return '*ALL FASTENERS SHALL ANCHOR SCHEDULE BE SPACED EVENLY' WALL IVIAT�ERIAL �ANCHOR TYPE 1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE CONCRETE (3ksi) or 1/4" TAPCONS (OR EQUIV) WITH HOLLOW MASONRY 1.75" EMBED 1/4" EXPANSION ANCHORS WITH 2.5" EMBED 1/4" TOGGLE BOLTS 1/2" PLYWOOD (NO ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBEI METAL STUDS OR #14 METAL SCREWS TO MIN 18ga METAL PANELS STEEL OR 0.090" ALUM HOLLOW WALL 1/4" THRUBOLTS OR LAGS TO (BLOCKING BEHIND) SOLID BLOCKING BEHIND KMM MIN (6) TOTAL MIN (6) TOTAL MIN (6) TOTAL MIN (6) TOTAL MIN (6) TOTAL MIN (6) TOTAL PROPOSED EXTERIOR ELEVATION • MFG / Nat'l Account Svcs: Corporate: 4806 Wright Drive, Bldg. A 3548 Atlanta Rd. Smyma, GA. 30082 Smyrna, GA. 30080 (0) 770.989.1290 (0) 770.431.0807 NOM 1/8" #2793 Red Acrylic with Translucent vinyl 3630-109 Light Rust Brown 1/8" White Acrylic Background with 3/4" thick Stacked Clear Acrylic "Charleys" White LED lighting system • PREVIOUS TENANT SIGN PROJECT ADDRESS: SALES REP: Derrick ;McCravy N SIGN CODE INFO: Walmart #706 N/A 7631 Gall Blvd PM INITIALS: LL Zephyrhills, FIL 33541 ORIGINAL DATE: 06116/2021 1 SQ. FT. ALLOWED: NIA *U.L. APPROVED "NOTE: Pri—vy Electrical S.— T. 8. Provided By Othem Power hook-' p by sign iri.Wier where yll.—d by i.cad --.de,, pbi.d el,,drinal i. to be located within. 5ft of sign at time of i-tafl, 09 PIVIS 127 ME BLACK ME 3M 3630-109 Light Rust Brown SQ. FT. SHOWN: 20.7 Sq. Ft. In x 10N E", X OQ C) f11 o .0 P CL 0 CL X VU, 4A 4 z V:\Chadeys\Walmart\Florida\Zephyrhills, FL\DESIGN FILES R: General -Design is in accordance with the requirements ofthe Fla Bldg Code 7th Ed (2020) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifies only the Structural integrity ofthose systems, components, and/or other construction explicitly specified herein. •- Electrical notes, details,& specifications are provided by and are the sole responsibility ofthe electrical contractor. No electrical review has been performed and no certification of such is intended. •- Structural deAn meets requirements ofA(I 318-14, AIS( 360-16, ADMI-1 5, & NDS-18, Notes: as applicable. -Steel components shall be coated, painted, or otherwise protected against corrosion per HBC Sec 2203.2/2222.6. -Alum components in contact with steel or embedded in concrete shall be painted Or protected as prescribed in ADMI-15(1a), or plasticiinnprene spacers provided. -All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. -All welding shall comply with AWS requirements. -Steel welds: 170xx electrodes. -Alummum welds: 4043 filler alloy. -Alum extrusions: 6063-T6 or stronger, U.N.O. Seats easyseals.corn ME 7631 Gall Blvd —Zephyrh0s 1. Design isinaccordance with the Florida Building Code 7thEdition (20ZO for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements ofASCE7-I6as shown herein. 3. These engineering calculations pertain only tothe structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) isassumed tobeingood condition, capable of supporting the loaded system, subject to building department approval. Nowarranty, either expressed orimplied, iscontained herein. 4. System components shall beasnoted herein. All references tonamed components and installation shall conform tomanufacturer's orindustry specifications assummarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required uraseparate site -specific engineering evaluation performed. 6. Aluminum components incontact with steel orembedded inconcrete shall beprotected asprescribed inthe 201GAluminum Design Manual, Part 1.Steel components incontact with, but not encased in, concrete shall becoated, painted, u,otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design asshown only. Use ofthis specification bycontractor, et. Al, indemnhDeuand saves harmless this engineer for all costs & damages including legal fees & upeUatefees resulting from deviation from this design. Index: Pgz Cove Pgo Wind Loads Pg 3 Anchor Design zznnwFederal Hwy, xzuo sea easyseals.com ASCE 7-16 Design Wind Loads WALL -MOUNTED SIGNS �WIIIWI - W�ffl Building Specs V 150 mph Basic wind speed (Vult) Exposure C Calculations CL = 9.5 3-sec gust speed power low exponent zg = 900, Nominal ht. of atmos. boundary layer Gcpi = 0 Internal pressure coeff Kd = 0.85 Directionality factor KA = 1.0 Topographic factor Ke = 1.0 Ground elevation factor A = 10 sq ft Tributary area 150 m h - Ex C' WALL - MOUNTED SIGNS ASO WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) Kh - Kz qz G C p (4'� GCp (5) 175 ft 27.4 psf 34.9 psf 0,85 24.9 -1,40 20ft 29.1 psf !1 37.1 psf 0,90 26.5 -1,10 -140 25 ft 30.5 psf 38.9 psf 0-95 27.8 -1, 10 1.40 30ft 31.7 psf 40.4 psf 0,98 28.9 10 'L, 40 35 ft 32.8 psf 41.7 psf 1, 0 1 29,8 -1,10 A11-40 40 ft 33.7 psf 42.9 psf '11,04 30.7 -1-40 45 ft 34.6 psf 44.0 psf 1,0'7 31.4 -1 Ai 0 50 ft 35.3 psf 45.0 psf 1,09 32,1 1, 10 1A0 55 ft 36.1 psf 45.9 psf '11 , -12 32.8 _1 "Lu", A 60 ft 36.7 psf 46.7 psf 11-114 33.4 _1' 10 1,40 70 ft 31.0 psf 62.1 psf 1. 1 '17 34.5 -1,80 80ft 31.9 psf 63.9 psf 1,21 35.5 -0,90 -1,11,80 90ft 32.7 psf 65.5 psf 1,24 36.4 -0,90 11, 8 0 100 ft 33.5 psf 66.9 psf 11, 2 " 37.2 0.90 -1.80 110 ft 34.1 psf 68.3 psf 1 9 37.9 A 1,80 120 ft 34.8 psf 69.5 psf 13 2 38,6 _1.80 130 ft 35.4 psf 70.7 psf 11-34 39.3 -.0,90 -1,80 140 ft 35.9 psf 71.8 psf 136 39.9 _090 -1,80 ISO ft 36.4 psf 72.9 psf 1,38 40.5 -0,90 -1,80 175 ft 37.6 psf 75.3 psf 1,42 41.8 _0�90 - 111 - 80 200 ft 38.7 psf 77.4 psf 1A6 43.0 -0,90 -1,80 250 ft 40.6 psf 81.2 psf 1,53 45.1 - 090 -1,80 z= EdWSeats eaSysealsmm Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: Cabinet A = 16.3 scift (entire cabinet) Masonry (ASTIM C90,1,500 psi min) 1/4" Tapcon Ref: ITW Tapcon, catalog Min Embedment: 1" Min edge disc: 4" Min Spacing: 4" Total Reaction: Rt = 657 lb ... = P*A (entire cabinet) No. of anchors req'd: n = 5.3 total anchors — = Rt/cap Total anchors required: 6 total anchors balanced over cabinet OK, typical anchor option shown. Limit to min (6) total. Ref anchor schedule for other anchor options. z=