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Home My WebLink About22-5209City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 "N BGC-005209-2022 Issue Date: 01/03/2023 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, K�� I lill 11111� I Illill '' MEN? III III !ill 11 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. M COINTRAC-f8k�-�� PE IT OFFICEU PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOIT CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 813-780-0020 City of Zephyrhills Permit Application Fax-818J80-0021 Building Department Date Received 561-8406382 { Phone Contact for Parmittin owner's Name MCDONALDS USA LLC (LEASEHOLD) Owner Phone Number Owner's Address 110 N CARPENTER ST, CHICAG:O IL 6 6607 Owner Phone Number �— Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6042 GALL BLVD, ZEPHYRHILLS, FL 33542 LOT #—�—J a SUBDIVISION PARCEL ID# 03-26-21-0010-11300-0000 (OBTAINED FROM PROPERTY TAX NOTICE) e WORK PROPOSED NEW CONSTR � ADD/ALT �� SIGN � DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER F_ TYPE OF CONSTRUCTION BLOCK FRAME STEEL i DESCRIPTION OF WORK INSTALL 1 WALL SIGN, 1 CLEARANCE BAR(NON ILLUMINATED), 2 ORDER POINT CANOPYS & 3 DIRECTIOALS BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ 7250 00 VALUATION OF TOTAL CONSTRUCTION �f =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.Rk.C. . 7%00 =PLUMBING $ t, =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION l =GAS ROOFING a SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY KEMP SIGNS & SERVICE INC SIGNATURE L STEPHEN M KEMP REGISTERED YIN TEE CURREN IY / N Address 1740 HILL AVE, WEST PALM BEACH, FL 33407 License # ES0000229�� ELECTRICIAN COMPANY KEMP SIGNS & SERVICE INC SIGNATURE STEPHEN M KEMP REGISTERED Y / N FEE CURREN LY / N Address 1740 HILL AVE, WEST PALM BEACH, FL 33A07 License # ES0000229 —� PLUMBER COMPANY SIGNATURE REGISTERED � FEE CURREN Y l N_ Address I License MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License # p OTHER COMPANY I I SIGNATURE REGISTERED Y / N FEE CURREN I YIN Address License# �� I 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 subdivisionstiarge 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 onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dunpster. 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 letterfromowner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways. -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 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. ,µ 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 contractor, 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 who, 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. OWNER OR AGENTJ" SuOgbed and s o ❑❑�fAi IV(this ore n byIV!� Who istar ersonaliy know,tyfto me or has/have produced """"`� as identification, Notary Commission No. e (-I-] n a, C Name of Notary typed, printed or stamped GINAT C'AJNIC L� e MY COMMISSIONCOMMISSION# HH 111027 ,;EXPIRES: May 7e 2025 ad€4° Bonded Thru Nabuy Public Underwriters me OF co n 'on Io. ._ r Name of Notary typed, printed or stamTed ^ P�� 44y 1740LillAvoouo West Palm Beach, yL33407 Phone: 5bl-840-h382/Fax:56l-840-6385 AuthorizationAgent Company Name: Kemp Signs & Service Inc Qualifier's Name: Stephen V_Kemp License Number: ES0K00x0229 Address: 1740 Hill Avenue, West Palm Beach, FIL 33407 |' STEPHEN M KEMP, hereby authorize the City of Zephyrhills building department to issue permits in the name of KEMP SIGNS & SERVICE INC tothe following listed name(s) 1. Oscar Morales I Maria Morales 3. Nicho|e8udeson 4. K4ahaDamiani 5. ThnaKemp Authorized agent(s) to act on my behalf to (a) sign as agent on all necessary documents, (b) submit and/or pickup up permits, and (c) schedule inspections for my company. 1, certify that the above person(s), is employed bythe firm and | understand that|amfu|lyresponsib|eand|iab|eforaUactzperformedunder said permits. Thank you, e Qualifiei Stephen M Kemp Notary State ofFlorida County ofPalm Beach This foregoing instrumentwas acknowledged before methis I Dj SJ22 by DATE who i to me or has produced NAME 0 PERSON ACKNOWLEDGING as identification. Notary Public -State of Florida TYPE oFm My Commission ExPires I BOOM iA AS? SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT l740Hill Ave a WORD MARK ILLUMINATED CHANNEL LETTER -- A ---- V, ---- A REHEVE SCRIEW BFIFIOPI EPENING 197" :)i I ----- JU ------- D ------- ------- o ...... --. ---------------- ------------- �FL! IL \1 IN T LERNAILLY I 11UMINA, I ED L 'd /,I / ? W A -T —1 1— DRAIN HOLES 'Z DRAIN HD F DRAIN HOLES HDAS -3, X 11-dEAD BOL-11"S &IL-( `A/ASS-]ERS FOP & LO 12'GA M! 0 U IN, [I 'IN, G B�,CKET REMO\JE # 10 PH PNHD S( OR 1N1_D_`D\IA1 ACCESS 32.8 TOTAL SQ. FT, offl * M# DRAIN H01 F DRAIN HOLFS 0 ALL DRAIN HOLES ARE 1/4" IN SIZE D S, - C T JONAL.�BEL L EACH 1,1,1 1 E A094 300 DRAIN HOLE. DRAIN HOLIS D -R"IN H � 711, 17-, - - S �=_NGINEERIPIJ POSTAL ADDRESS: 401 W. ATLANTIC AVE P10 #2 DELRAY BEACH, FL 33444 ENGINEERINGEXPRESS.COM '4 4 LA22xrvt 2, WALL MOUNTED GENERAL NOTES THIS SYSTEM HAS BEEN DESIGNED AND SHALL I E/F, A Pt ICATEO ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING &0 I DEltk klTIbN (2620) & ASCE 7-16. ------ - V(ult) = 175 MPH EXPOSURE'C'. Vasd = sqrt(0..6)V61t.'SEISMIC DOES NOT GOVERN. ANCHORAGE: 1.ANCHORS IF UNSPECIFIED, A 18" MAX O.C. SPACING OF ALL ANCHORS SHALL BE USED, 4" FA5TENERS LOCATION FROM EACH END OR CORNER UNLESS NOTED OTHERWISE. �- 6 (MCE)O) 2.(3) ANCHORS MIN. SHALL BE USED FOR ALL INDIVIDUAL CHANNEL LETTERS F) - 3"-'RE\4/ BEFDRE 6(NALD'5) OR EACH SECTION OF RACEWAY. NI IEG 3.CONCRETE ANCHORS TO BE 114" DIAMETER ITW TAPCONS,DEWALT WEDGE -BOLTS OR MFR. RATED EQUAL INTO CONCRETE (f'c = 3KSI MI OR GROUT FILLED ASTM C90 BLOCK (fm = 2 KSI MIN). WITH in/4" MIN EMBEDMENT AFTER FINISHES, & 2 1/2" MIN. EDGE DISTANCE. HOLE 4.WOOD ANCHORS CENTERED IN 1-1/2" MIN PT WOOD STUD (SYP #2 MIN) TO BE NON - DRAIN HOLES 7\ f--DRA_'N HOLE CORROSIVE 1/4" DIAMETER LAG BOLTS (GRADE 2 MIN), ITW TAPCONS,DEWALT WEDGE -BOLTS 0 (F CONCRETE EXFAN51ON ANCHORS TO CONCRETE WALL (MCE)O) (NALI)'5) WF/AFP*RPR00F J- BOX WOSC-ONNEC-1 SWI-T-(-"H 12 (_2A V#41 MOUNI BRACKIF I _F IDS FOR 1C_MU/C0NC1RE_1'F__ MFR. RATED EQUAL, WITH 1 1/2" MIN. EMBEDMENT. 5.METAL ANCHORS INTO STEEL (1/8" THK, A36 MIN) OR ALUMINUM (1/8" THK, 6063-T6 MIN) TO BE NON -CORROSIVE #14 - 20 SMS (GRADE 2 MIN) PENETRATING 3 PITCHED PAST THE THREAD PLANE. AND 3/4" MIN E.D. 6.THRU-BOLTS SHALL BE FITTED WITH A 1" MIN. WASHER & DOUBLE NUT U.N.O. 7.BOLTS TO BE A-325, GRADE 5. A 2"MAX EXPOSED SHANK IS TO BE USED U.N.O. 8.MINIMUM EMBEDMENT DEPTH DOES NOT INCLUDE STUCCO FINISHES, OR SHIM SPACING. CONTRACTOR RESPONSIBILITIES: 9.HOST STRUCTURE IS BY OTHERS AND SHALL BE DESIGNED TO CARRY LOADS IMPOSED BY PROPOSED SIGN. 10.THE CERTIFICATION OF INTEGRITY, MATERIALS, & CONNECTIONS OF SIGN COMPONENTS SHALL BE BY THE MANUFACTURER. CONNECTION ONLY INCLUDED IN THIS CERTIFICATION. I 1.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. 12.ELECTRICAL NOTES ARE PROVIDED FOR REFERENCE ONLY & ARE NOT INCLUDED IN THIS CERTIFICATION. THEY SHALL BE PERMITTED BY A LICENCED ELECTRICAL CONTRACTOR. 13.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, & INSTALLATION REQUIREMENTS. 14.ALL ELEMENTS OF THIS DESIGN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION, ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 15.SEALANT AND WATER PROOFING SHALL BE APPROVED BY OTHERS & IS NOT PROVIDED FOR IN THIS CERTIFICATION. 16.THIS ENGINEER HAS NOT VISITED THE JOBSITE. SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA & MEASUREMENTS, ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. 17.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION & INSTALLATION OF MATERIALS. 18.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION Electrical Notes Primary Wire Size- 912 THWN 19.SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS Disconnect Switch . 20 Anrc disconnect in front of sign, before entering structure in weatherproof box per NEC 600.6 SPECIFICATION BY CONTRACTOR, et. at. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR Maximum Load - 16 Amps 120 volts per circuit: maximum circuit size 20amps per NEC 660.5A ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL Ballast(Power Supply: (2) Agifight #PS12-SL-fi0W-120-277V 12VDC 57 W DID 100-277 Volt FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED Lamps/LED: Agilight #LS-FF,0160-41K-261C, 81 LED Modules FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. Conduit; Minimum 1/2" 20.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR Total Sign Load: 9.4 AMPS fl, 120V AFFIRMATIONS ARE INTENDED. Total Circuit Required: 1 A: installations shall be in compliance with N.E.0 and state, county or local codes. A: signs sall be bonded o building equipment bonding conductor per N.E.0 250 1740 HILL AVENUE SALES PERSON: WEST PALM BEACH, FL. McDONALD'S #3475 DRAWN BY: NICHOLE BURLESON #1 0000.00 #1 0000.00 "ZEPHYRHILLS" #1 0000.00 33407 6042 GALL BLVD. 1 SCALE: AS NOTED #1 0000.00 S61-840-6382 ZEPHYRHILLS, FL. 3354 DATE DRAWN: CUSTOMER APPROVAL: D (FAX) 561-840-6385 09.17.2022_179— DOUBLE GATEWAY CLEARANCE BAR I- 6'-0„ 10' 10 1 1 /1 6" 9' T ' 1 /4" 1 (REF.) (A) GRADE USE (5) #4 VERTICAL BARS W/ #3 TIES @ 12" O.C. DETAIL A 15'-3 3/4" - T7Nn. TV � X 9'-0" TO PAVEMENT 6" TALL CURB PAVEMENT _ " (C} GALV. ANCHOR BOLTS DIMENSIONAL CHART _ (A) (B) (C} (D) EXCAVATION CONCRETE 170 5' - 01, G2 ' 0" 3/4-10x40" 10" 0.70 CU. YDS. 0. 70 CU. YDS. MPH __t_11270659061 ®R M BREAK —AWAY DREC71ON CABLE MP BREAK —AWAY CLEARANCE ARM CAB BANG BA DEULA m 6" X 6" X 3/8" SQ. TUBE COLUMN WITH 14" X 14" X 1" BASEPLATE IFINISHED GRADE r9 t/2 a 6o d DEIML PASSING VIEW WEST PALM BEACH, FL. i 33407 6042 GALL BLVD. 561-840-6382 ZEPHYR33542 APPROACH VIEW S.:», i `'w* G I E G R I i I #.."7 POSTAL ADDRESS: L m 401 W. ATLANTIC AVE R10 # DELRAY BEACH, FL 33444 ENGINEERING EXPRESS. COM 7 GROUND INSTALLED GENERAL NOTES °� fXt THIS SYSTEM HAS BEEN DESIGNED AND SHAIN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) & ASCE 7-16. V(u!t) = 175 MPH EXPOSURE 'C'. Vasd = sgrt(0.6)Vuit. SEISMIC DOES NOT GOVERN. MATERIALS: I ALL ALUMINUM MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 MIN. 2.ALL STEEL MEMBERS SHALL BE A36 MIN. 3.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND INCLUDE 0.18% BY VOLUME OF FIBER MESH ADDITIVE IF UNREINFORCED. 4.STEEL REINFORCEMENT: ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 (U.N.O.), FREE FROM OIL, LOOSE SCALE AND RUST. REINFORCEMENT SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE "ACI DETAILING MANUAL" AND ACI 318. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. MINIMUM 3" EDGE DISTANCE FROM ANY CONCRETE FACE FOR ALL BARS UNLESS OTHERWISE NOTED IN THE DRAWING. 5.S01L STATEMENT: RESEARCH HAS DETERMINED PROPER SOIL PREPARATION PER CODE SHALL ACHIEVE A MINIMUM SOIL BEARING PRESSURE OF 2,000PSi WHICH IS ADEQUATE FOR THIS PROJECT. SHOULD CONDITIONS IN THE FIELD DURING CONSTRUCTION INDICATE OTHERWISE, THIS ENGINEER SHALL BE NOTIFIED FOR RE-EVALUATION BEFORE COMPLETING THE FOUNDATION CONSTRUCTION. CONNECTIONS & ANCHORAGE: 6.INTEGRITY & CERTIFICATION OF THE ATTATCHMENT OF THE SIGN TO THE FRAMING & ALL SIGN COMPONENTS & CONNECTIONS SHALL BE BY THE MANUFACTURER. CERTIFICATION IS SOLELY FOR CONNECTION TO BASE & FOUNDATION DESIGN, CONTRACTOR RESPONSIBILITIES: 7.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. &ELECTRICAL NOTES ARE PROVIDED FOR REFERENCE ONLY & ARE NOT INCLUDED IN THIS CERTIFICATION. THEY SHALL BE PERMITTED BY A LICENCED ELECTRICAL CONTRACTOR. 9.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, & INSTALLATION REQUIREMENTS. 10.ALL ELEMENTS OF THIS DESIGN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 11.SEALANT AND WATER PROOFING SHALL BE APPROVED BY OTHERS & IS NOT PROVIDED FOR IN THIS CERTIFICATION. 12.THIS ENGINEER HAS NOT VISITED THE )OBSITE. SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA & MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. 13.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION & INSTALLATION OF MATERIALS. 14.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 15.SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et, at. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 16.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. f { f CUSTOMER APPROVAL: DATE: CANOPY- SPRINGBOARD MODEL DESIGN NOTES: 1,) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. 2.) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN ALLOWABLE BEARING CAPACITY OF 2000 RS.F./FT, 3.) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4.) IF THESE CONDITIONS DO NOT EXIST, A NEW BASE MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER, IN "St to CANOPY M NON -ILLUMINATED ADHESIVE LETTERS POLE WELDMENT 2"x6l'x A" STEEL TUBES, --CLADDING ASTM A500 GD-B (2) TOP PLATES: 1.25' BASE PLATE I - A` THK X 4.25" X I S" ASTM A36 STEEL; 0 1" NUT BASE PLATE: /2" SEAL T'7f�� I -'1A" THK X 18" X 28" ASTM A36 STEEL I I I 11 \ — 9.5 T-1 34" IN. 2" MAX 111 6"ANCHOR BOLT PROJECTION DETAIL A 0 I"FLAT 1141, SCALE 1 :6 WASHER 'NV, DnCU, IFG 0., FINISHED CURB HEIGHT (GRADE) II II t 42" EMBEDMENT PAVEMENT SURFACE (4) 0 1" x 48" o GALVANIZED ANCHOR BOLTS -BE SIX #5 VERTICAL BARS 6" WITH #3 TIE BARS 12" ON CENTER ROUND ROOTER FIGME 1 t5%jL[ PATTERN ENGiNEERIN(3� SJ: POSTAL ADDRESS: 401 W. ATLANTIC AV DELRAY BEACH, FL 3344 ENGINEEPINGEXPRES _31 GROUND INSTALLED GENERAL NOTtXS,,,`"/ N/'k\ THIS SYSTEM HAS BEEN DESIGNED AND H I FABRICATED IN ACCORDANCE WITH THE ELECTRICAL NOTES ILLUMINATED CABINETS REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) & ASCE 7-16. Primary wire. size - #12 THWN V(ult) = 175 MPH EXPOSURE'C'. Vasd = sqrt(0.6)VuIt. SEISMIC DOES NOT GOVERN. Disconnect switch - 20 amp switch, Photocell, Time Clock, or Astronomical clock Maximum load - 16 amps 120 volts per circuit maximum circuit size 20 amps per NEC 600-6A MATERIALS: 1.ALL ALUMINUM MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 MIN. Conduit -minimum 1/2" 2.ALL STEEL MEMBERS SHALL BE A36 MIN. Total sign load - 1.5 amps, 120 volts, 60 HZ Total sign circuits- I 3.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND INCLUDE 0.18% BY VOLUME OF FIBER MESH ADDITIVE IF UNREINFORCED. AU components shall be U.L. approved, and sign unit complete shall have a UL listing sticker, Al installations shall be in compliance with N.E.C. and state, county, or local codes � 4.STEEL REINFORCEMENT: ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE All signs shall be bonded to building equipment bonding conductor per N.E.C. 250 GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM A615, GRADE 60 (U.N.O.), FREE FROM OIL, LOOSE SCALE AND RUST. REINFORCEMENT SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE"ACI DETAILING MANUAL" AND ACI 318. ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE GENERAL I 42" CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS, MINIMUM 3" EDGE DISTANCE FROM ANY T� CONCRETE FACE FOR ALL BARS UNLESS OTHERWISE NOTED IN THE DRAWING. 5.SOIL STATEMENT: RESEARCH HAS DETERMINED PROPER SOIL PREPARATION PER CODE 74" SHALL ACHIEVE A MINIMUM SOIL BEARING PRESSURE OF 2,OOOPSI WHICH IS ADEQUATE FOR T OF STRUCTURE TOP STRUCTURE TO POLE: THIS PROJECT. SHOULD CONDITIONS (4) 314-10 X HEX I I OX OTHERWISE, THIS ENGINEER SHALL BE NOTIFIED FOR RE-EVALUATION BEFORE COMPLETING HEAD,GR 5 BOLT, THE FOUNDATION CONSTRUCTION. (4) 3/4" FLAT WASHER, (4) 3/4" LOCK WASHER CONNECTIONS & ANCHORAGE: &INTEGRITY & CERTIFICATION OF THE ATTATCHMENT OF THE SIGN TO THE FRAMING & ALL SIGN COMPONENTS & CONNECTIONS SHALL BE BY THE MANUFACTURER. CERTIFICATION IS ALUM CLADDING SOLELY FOR CONNECTION TO BASE & FOUNDATION DESIGN. 3003 T6 ALUM ATTACHMENT CONTRACTOR RESPONSIBILITIES: 13 #10 SS SELF TAPPERS 7.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR .64") TO BRACKETS TABS METALS TO PREVENT ELECTROLYSIS. ORDER i S.ELECTRICAL NOTES ARE PROVIDED FOR REFERENCE ONLY & ARE NOT INCLUDED IN THIS "A SPEI;,1 CERTIFICATION. THEY SHALL BE PERMITTED BY A LICENCED ELECTRICAL CONTRACTOR. 9.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, ALL LOW V0113AGE CABLING WILL BE COMPONENTS SELECTED, & INSTALLATION REQUIREMENTS. tI WET -LOCATION RATED TO BE COMPLETED BY OTHERS 10.ALL ELEMENTS OF THIS DESIGN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. E 5" HOLE IN BASE PLATE CONDUIT 18" BELOW (1) 3/4" GRADE PER NEC (1)1/2 1740 HILL AVENUE McDONALDS #3475 WEST PALM BEACH, FL. "ZEPHYRHILLS" 33407 6042 GALL BLVD. 561-840-6382 ZEPHYRHILLS, FL. 33542 (FAX) 561-840-6385 1 ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 11.SEALANT AND WATER PROOFING SHALL BE APPROVED BY OTHERS & IS NOT PROVIDED DISC SWITCH, FOR IN THIS CERTIFICATION. VVEATHERPROOF UCAL BO X SEPARAFE 12.THIS ENGINEER HAS NOT VISITED THE JOBSITE. SITE. INFORMATION CONTAINED HEREIN �tGN ffl THIN SITE IS BASED ON CONTRACTOR -SUPPLIED DATA & MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA CONDUIT 18' BELOW GRADEOR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER PER NEC QTY AND SIZE DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS (MIN 1/2"1 AS REQUIRED By `SPECIFIED HEREIN. 13.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION & INSTALLATION OF MATERIALS. 14.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 15.SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 16.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, SALES PERSON: DRAWN BY: NICHOLE BURLESON 1 #1 00.0000 #1 00.00,00 #1 0000.00 SCALE: AS NOTED #1 00.0000 DATE DRAWN: CUSTOMER APPROVAL: DATE: 09.17.2022 FRI [91 - 4D(D (D DIRECTIONAL 10 —o m o a TOP VIEW l/YJ IELODL1llLl E ME 4" ANCHOR BOLT PROJECTION 2 - ° (4) 1 /2" DIA. X 24" GALVANIZED ANCHOR BOLT ELECTRICAL NOTES ILLUMINATED CABINETS Primary wire size -#12 THIMN Disconnect switch - 20 amp Photocell, Time Clock, or Astronomical clock Maximum load - 16 amps 120 volts per circuit maximum circuit size 20 amps per NEC 600-6A Power Supply -AMPEROR ANP90-30P1 or equiv. LED Modules - STRG, McD LED-V2 NO or equiv. sizes vary with cabinet dimensions Conduit - minimum 1/2" Total sign load- 3.64 amps 120 volts Total sign circuits - 1 All components shall be U.L. approved, and sign unit complete shall have a UL listing sticker. All installations shall be in compliance with N.E.C, and state, county, or local codes All signs shall be banded to building equipment bonding conductor per N.E.C. 250 FACE COPY WILL VARY 5.75 SF 3A SF Boxed BOLTS 3/4" FROM EDGES OF BASEPLATE 6- /," x 6-'!z' x 0.5" BASEPLATE 3"x 3"x1/8" AL. POST q5/,}ry 6- 1/Orr 5" e _ l_ k. X L I iJ FF " rJ i''Iw'. 20 AMP DISC. SWITCH INSIDE WEATHERPROOF ELECTRICAL BOX SEPARATE FROM M SIGN WITHIN SiTE, CONDUIT 18" BELOW GRADE PER NEC QTY AND SIZE (MIN 1/2") AS REQUIRED BY SITE 114 1 A Face Details: Laser cut aluminum faces painted charcoal, white illuminated copy and arrow. Available Copy: Enter Exit Welcome Thank You Drive Thru 1740 ILL WEST PALM BEACH, FL. 561-840-6382 33407 # i # #3475 it ; " +r: 6042 BLVD. ZEPHYRHILLS, °h I H 11 A o POWER SUPPLY: AMPEROR ANP90-301`1 96 WATT INPUT: IDD-240 VAC, 47-63 Hz, 1.3 AMPS MAXIMUM OUTPUT: 3DVDC, VOLTAGE REG, APPROX 34 WATTS, .28 AMPS [ci#7 1111=501114 A GROUND TERMINAL ENG,INEERING POSTAL ADDRESS: 401 W. ATLANTIC AVE R10 # 9 DELRAY BEACH, FL 33444. ENGINEERINGEXPRESS.COM r n "o GROUND INSTALLED GENERAL NOTES ti THIS SYSTEM HAS BEEN DESIGNED AND SHALL $,E-6JBfl216%TED 1N ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE TH EDITION (2020) & ASCE 7-16. V(ult) = 11 MPH EXPOSURE `C`. Vasd = sgrt(0.6)Vult. SEISMIC DOES NOT GOVERN. ALLOYI.ALL ALUMINUM MEMBERS SHALL BE ALUMINUM 60 ." 2.ALL STEEL MEMBERS SHALL BE A36 MIN. 3,ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND INCLUD CONNECTIONS & ANCHORAGE: 6.INTEGRITY & CERTIFICATION OF THE ATTATCHMENT OF THE SIGN TO THE FRAMING & ALL SIGN COMPONENTS & CONNECTIONS SHALL BE BY THE MANUFACTURER. CERTIFICATION IS SOLELY FOR CONNECTION TO BASE & FOUNDATION DESIGN. CONTRACTOR RESPONSIBILITIES: 7.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. &ELECTRICAL NOTES ARE PROVIDED FOR REFERENCE ONLY & ARE NOT INCLUDED IN THIS CERTIFICATION. THEY SHALL BE PERMITTED BY A LICENCED ELECTRICAL CONTRACTOR. 9.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, & INSTALLATION REQUIREMENTS. 10.ALL ELEMENTS OF THIS DESIGN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 11.SEALANT AND WATER PROOFING SHALL BE APPROVED BY OTHERS & IS NOT PROVIDED FOR IN THIS CERTIFICATION. 12.THIS ENGINEER HAS NOT VISITED THE JOBSITE. SITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA & MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. 13.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION & INSTALLATION OF MATERIALS. 14.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 15.SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. I&EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, COPYRIGHT 2016 ------ BY KEMP SIGN & 00.0.00SERVICE. ALL00.00.00RIGHTS RESERVED00.00.00ALL :::o ELECTRICAL 00.00.00TO BE U.L. LISTEDCOMPONENTS ANDOMER APPROVAL: DATE: SHALL MEET ALL N.E.C. STANDARDS FX -5ULDING DATA um'o VsLCj-ry FACTOR WI -ow, CATEGORY p Ex-o&;Ae CIATEGORr C; NTM,-,IAL Pfr=----JFZE C'E -EW Mia (5W4DSED MUILt)[W,) MEAN ROOF kVGHT t ft J rUT lNjF-Dqlk. Ual" t rt 1W WLE)W, LEW,-,H t ft Lull, ROOF SLOPE f X, U 0 FLORIDA 15ULDIN6 c:c>r->tL - 2020- --- A41!0 WALL OPENINGS 5CWEDULE oll-M offeell m 7 Dee-cl-iPTICIN AT Cti zo-- OFIENNG Dff'-,=X6!CI4 IT- VATIa4 UXD114 451wir �—===P P 1. FRESSURE A A 64- ASS DOOR 4 SS Es Fi),ED GLA56 1 4 Arl 3 t o3 2,7 C SERVICE uptxw 4 4 12M Lao 21 [FixeDCA-ASS 1 -u�3 S6 7,53-L��N PRODUCT APPROVAL SCHEDULE Dr-SCROM04 AeLJQE�� STATE OR NVA No. V r�K AP A-EF4CA t23=23 SIT Le K A, PLI4215A q a 123L?M. SUP43N3 EXT DOOR ASSMY SC4- Z LcxK CO. e2 '-2"-\ NON—DRIVE-THRU �ELEVATtall - ��O7' Y I- H �lu I-- L FRONT ELEVATION' E596TM Y^� AL DECK P "ft;" EXS� ` VFVICA� ATTA04 COF�"IW MTAL =A"C TO? 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PLATE MTAL C,:h-M - COfWW"TEC MUL MWD BY MMAL MU - 600-06--0- PA�ML IeW CVIDMC�A PNI&4 AL� All"O.11 2*2 - ALIMMM - 1,W F] 24 6.4W. ec4xCM CrrTtl.APV) El rAL - n- �� PWAL POon - rAW TO �'C$4 COLOR COL*� MNWw moom COLOR TO MATC44 SAO� rwi�ml& CPI 0k9VCt*0NO MATMAL 0 -. TAGS ULM OM 2M-40 ORAW $T"M TIP-6 (Ime uw mIr SAMEST C2 TVIDER UIMF VM U� DEOMATTYE WWAC" , 6x�b COL M, UW.iW El CEPVtMbO5$ CONTRM.&OM 2 DRIVE—TWRj ELEVATION LkWr POKTLVM MALL SCCH.M. - SEE JU.ECTRiOAL A=W LW4M4 - SEE MXCMC4- LED UGW� U UP AD DOW PD� L2 1a44 014.Y matm L-- POSSAAL CANOPY PtXnXE L4 » ". ORLr pr.71te MCORALD* HEXT-Gem MWAGE by OTq�- - 00M SEPARATE FV�t OXS WALL -ASCfA U'lNEW AT AN� MAZM OMAR A14=MED Anti TO MATC34 EXMTf,*. T—T . TCTMq= GLAS5 f- ORNS VIARI W=W IBY FeAOY ACZEW cc� MPZ- oprla�* A-0 vm am "= F'Ra=1 MIIIAWR O"OH& t5F"Mize, MAX SMRV= OrTNM M%4!Fz W.= Or c4m) Uim pbw=C-6 M FAGW to TWIT LR = LWr 70 $W�M gg SITE PLAN A;7, X Ja7z x sr CALL CAIJL 48 "O"f" "OUR$" BEFORE Yo u, CAG ITS THE LAIN, DIAL8", 7- SIGN LEGEND P F- F'C AT 10? mommm a 1740 HILL AVENUE WEST PALM BEACH, FL. 33407 561-840-6382 (FAX) 561-840-6385 MCDONALD'S #3475 "ZEPHYRHILLS" 6042 GALL BLVD. ZEPHYRHILLS4 1' .335 SALES PERSON: DRAWN BY: NICHOLE BURLESON SCALE: AS NOTED 91 00.00.00 #1 00.00.00 ft, 00.00.O 00 #1 MM DATE DRAWN: 09.19.2022 CUSTOMER APPROVAL: DATE: