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Home My WebLink About23-71085335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 BGC-007108-2023 Issue Date: 11/13/2023 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice f(M 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. ("I-2/1-,"--� . . ...... . . CONTRACTOR SIGNATURE loam, PEfIT OFFICEU THOUT APPROVED INSPECTION z"T i%wl, biq01 46, X 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 689 _�710-4977-- I SF ZEPHYR COMMONS OUTPARCELS 905-477-9200 4 nr) 1) 100 -851 John St. Markham, ON UR JOB ADDRESS T3n -1 W_ GAL L BLVD. ZEPHYRHILLS, FL 33541 LOT # SUBDIVISION PARCEL ID# 135-25-21-0130-00000-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF] ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL • BE= am =MECHANICAL =GAS ROO—FING- FINISHED FLOOR ELEVATIONS I HEIGHT � 25' 1 =MftVICE PROGRESSENERGY SPECIALTY = N,40THER SIG 1'1 24.82 FLOOD ZONE AREA OYES'-O BUILDER COMPANY SIGNATURE REGISTERED YJN FEE CURR EN Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED -FEE -CURREN Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEECURREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED FEE CURREN Address License # F_ OTHER COMPANY Poblocki Sign Company SouthEast, LLCI SIGNATURE REGISTERED 1�� FEE CURREN _yLN Address 201 Kitty Hawk Dr, Morrisville, NC 27560 License# I-ES1-2000-9-15 NESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, 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. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore, if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance,Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):if valuation of work is$2,500.00 or more, I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions i must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,plumbing,signs,wells, pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. if work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TOOWNER: 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 FLORIDA JURAT(F.S. .03 OWNER OR AGEN CONTRACTOR tita Subscribed sw rn o(or affirmed)before me this Su sicribed and savor to or affirr �d re me this �c—.- Who iWare personal) ve produced W o is/are r I d rcation. ntific 'on. Na rY � �r Notary Public,Stag of Florida t Flwrlda �= Commission#NN 331&06 Com HH2 762 oa my Comm.Expires Dec 6,2026 Public Assn. Notary Public Commission No. Commission No. Ientrecorp Management ServcesLimited 2351 John St., Suite Cane, Markham, Ontario, L 4 5 7 P: 900.477.0200 F: 905. 477.73990 11 CentnCoRP September 14, 2023 City of Zephyrhills, Florida Building`Permitting Department 5335 8"' Street Zephyrhills, FL 33542 Re: Permit submittal authorization in connection with that certain lease dated September 8, 2022 (the "Lease") between SF Zephyr Commons Outparcels LP (the "Landlord") and Advent Health Senior Care, Inc, d/b/a Advent ealth Well 65+ (the "Tenant") for those certain premises located at 7874 Gall Boulevard, Zephyrhills, FL 33541 (the"Leased Premises") in Zephyr Commons (the "Shopping Center"). To Whom It May Concern: Landlord hereby authorizes Tenant, or Tenant's authorize contractor, Poblocki, 3851 Center Loop, Orlando, FL 32808, or their agent, to submit, on Landlord's behalf, for all required permits to perform sign installations, removals or maintenance to the Leased Premises approved by Landlord in accordance with the Lease. Thank you, Michael Crosby ASO SF Zephyr Commons Outparcels LP State of Florida County of Palm Beach on this,the i day of ,2023,before me a notary public,the undersigned officer,personally appeared c,05n to me to be the person whose name is subscribed to the within instrument, and acknowledged that he executed the same for the purposes therein contained. In witness hereof,I hereunto set my hand and official seal. Notary Public , 4�v sY E=b2 I o-a a�w MY CO 4 3EXPI2024Sanded T INSTR#2023177350 OR Bi< 1 0897 PG 491 Page 1 of 1 10/06/2023 09:55 AM Rcpt:2631247 Rec: 10.00 DS: 0.00 IT:0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller THIS INSTRUMENT PREPARED BY: Name: Jose Chacon Poblocki Sign _ Address: 3851 Center Loçp. Orlando, FL 2808 NOTICE OF COMMENCEMENT Permit Number Parcae ID Number: 35-25-21-0130-00000-0040 The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY:(Legal description of the property and street address if available) AdventMealth Well 65+Buildin at Ze h r Commons Sho in Center-7874 Gall Bldd. Ze h chills FL 33541 2. GENERAL DESCRIPTION OF IMPROVEMENT: Manufacture and Install 2 Set Exteriar Buildin Si ns Totai SF: 170,00 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: AdventHeaith Well 65+ -7874 Gall Bldd.Ze h chills FL 33541 Interest in property: Tenant Fee Simple Title Holder(if other than owner listed above)Name: Address; 4, CONTRACTOR:Name: Poblocki Sign Company SouthEest, LLC Phone Number 689-710-4977 Address: 201 Kitt Mawk l�r, Morrisville, NC 27560 5. SURETY(If applicable,a copy of the payment bond is attached):Name: ____-'--- Amount of Bond: Address: 6. LENDER:Name: Phone Number: Address: 7, Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number: Address: 8. In addition,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number: 9. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording unless a different date is specified) WAR //yG., O OWN R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE COMMENCING WORK TIN RECORDING YOUR NOTICE OF IF YOU INTEND TO BTAIN COMMENCEMENT.FINANCIN , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFJ (Print Name and Provide Signatory's Iitlaiumce) (/, (Signature of Ovmer or Lessee,or Ovmar's or Lessee's Authorized officeriDirectorIPartneNManager) fi state of, 1 County of j — The foregoing instrument was acknowledged before me this day of by t VY\ Y 1 rs ?. king stat meet L k W �c�' \O 0V\ Who is personally known to me❑ OR Name of rson making statement who has produced Identification El type of Identification produced• Sto : PtI .Y A.BUf Notary Public Nora y Sig at re bsof Exi*eHH s7 State Of Florida, County Of Pasco This is to certify that the a t true and correct copy of the document on file offle or of public record n thSe th s day Cf Nikki Aluare i qa,Clerk C rrgptr�llr a p9 cn � � '' Deputy Clerk � 4 � Seats easysecl.{s.com DESIGN tg ULAflONS FOR ADVENT HEALTH WELL 65+ Ze hyrhsdls, FL GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 7th Edition(2020) for use within and outside the High Velocity Hurricane Zone(HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-16 as ( I � 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 in accompanying engineering drawings. The Index: existing host structure (if any)is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty,either expressed or implied, is contained herein. Pg 3 Anchor Design 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be Engirt it t r ` t d seal valid required or a separate site-specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, t ,u Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion, 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor,et. Al, indemnifies and saves Ch #67382 harmless this engineer for all costs&damages including legal fees& apellate fees resulting from deviation from this design. Eas Sealsy SGer Auth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 •com Page 1 CALCULATIONSCALCULA1iON5FORWALLMOUNTEDSGNS easyseals.com ASCE 716 Desgn Wind Loads WALL MOUNTED SIGNS Buddrng Spies V= 150 mph Basic wind speed(Vu/ti Exposure C ASD Load Combo Coeff: 0.6 Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Dire ctonality.fact r zg= 900 Nominal ht. of atr os bboundary layer Kzt= 1.0 topographic factor Gcpi= 0 Internal pressure roe f Ke= 1.0 Grour d ele€nation fa for A= 10 sq ft Tributary area 150mpheEx WALL"MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) (Zone 5) qz 15 ft 27,4 psf 34.9 psf 24.9 20 ft 29.1 psf 37.1 psf 26.5 25 ft 30.5 psf 38.9 psf 27.8 30 ft 31.7 psf 40.4 psf 28.9 35 ft 32.8 psf 41.7 psf 29.8 40 ft 33.7 psf 42.9 psf 30.7 45 ft 34.6 psf 44.0 psf 4 31.4 Soft 35.3 psf 45.0 psf 32.1 55 ft 36,1 psf 45.9 psf 32.8 60 ft 36.7 psf 46.7 psf 33.4 70 ft ` 31.0 psf 62.1 psf 34.5 80 ft 31.9 psf 63.9 psf 35.5 ..r 90 ft 32.7 psf 65.5 psf 36.4 100 ft 33.5 psf 66.9 psf 37.2 wail 110 ft 1 34.1 psf 68.3 psf 37.9 120 ft 34.8 psf 69.5 psf 38.6 -'x.. 130 ft 35.4 psf 70.7 psf 39.3 140 ft 35.9 psf 71.8 psf 39.9 150 ft 36.4 psf 72.9 psf 40.5 175 ft 37.6 psf 75.3 psf 41.8 200 ft 38.7 psf 77.4 psf 43.0 250 ft 40.6 psf 81.2 psf 45.1 Page 2 CALCUt `ABONS FOR WAL LMOUNTED SIGNS £ easyseas.com Wafl Sgn Anchor Design Structure i Loading Design wind pressure: P = 40.4 psf Sign type: Raceway Sign size: h = 26.0 inches (height) Wall material: Masonry (ASTM C90, 1,soo psi min) Anchor type/size: 1/4" Tapcon Ref: ITW Tapcon,catalog Min Embedment: 1" Min edge dist: 4" Anchor tensile capacity: Tcap = 125.0 lb (per anchor) Check Anchors for Pu flout Total Reaction: Rt= 88 lb/ft (along raceway) Anchor spacing req'd s= 34.3 in O.C. ..>.,(2*cap)/ Pairs of anchors at 34 inches on center(max) 2.g feet nn c.ente OK,typical anchor option shown. Ref anchor schedule for other anchor options@ Page 3 easyseafs.corn DESIGN CAL CULA1IONS FOR BU DING ADVENT HEALTH WELL 65+ lephyrhflls, L GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 7th Edition(2020) for use within and outside the High Velocity Hurricane Zone(HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-16 as 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 in accompanying engineering drawings. The Index° existing host structure(if any)is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty,either expressed or implied, is contained herein. Pg 3 Anchor Design 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be Engineer s s4gature hc[seal valid required or a separate site-specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1. Steel components in contact with, but not encased in,concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor,et.Al, indemnifies and saves Chrrst Fa � P #67382 harmless this engineer for all costs&damages including legal fees & apellate fees resulting from deviation from this design. Easy Seats «Cr uth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 •com Page 1 .. easyseals.com ASCE 716 Design Wind Loads WALL MOUNTED SIGNS BuDding Specs V_ 150 mph Basic wind speed(Volt) Exposure C ASD Load Combo Coeff: 0.6 Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor zg= 900 Nominal ht, of atmos boundary layer Kzt= 1.0 Topographic factor Gcpi = 0 Internal pressure corfi Ke= 1.0 Ground elevation factor A= 10 sq ft Tributary area 150 ph Ex p WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (zone 4) (Zone 5) qz f�s 15 ft I 27.4 psf 34.9 psf 24.9 r w. 20 ft 29.1 psf 37.1 psf U` ;' 26.5 25 ft 30.5 psf 38.9 psf 27.8 30 ft 31.7 psf 40.4 psf ;;,. : 28.9 35 ft 32.8 psf 41.7 psf 29.8 f: 40 ft 33,7 psf 42.9 psf 30.7 45 ft 34.6 psf 44.0 psf 31.4 50 ft 35.3 psf 45.0 psf _ 32.1 REF, 55 ft 36.1 psf 45.9 psf 32.8 60 ft 36.7 psf 46.7 psf .;ra 33.4 70 ft 31.0 psf 62.1 psf 34.5 80 ft 31.9 psf 63.9 psf 35.5 90 ft 32.7 psf 65.5 psf i e 36.4 ;' 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 ". s 38.6 130 ft 3 35.4 psf 70.7 psf 39.3 140 ft 35.9 psf 71.8 psf " . 39.9 150 ft 36.4 psf 72.9 psf 40.5 175 ft 37.6 psf 75.3 psf 41.8 200 ft 38.7 psf 77.4 psf t" 43.0 250 ft 40.6 psf 81.2 psf 45.1 Page 2 CALCULAT)ONSFORYVALL MOUNTED SGNS x' 4 - Edsy52dl5.Com WaD Sign Anchor Design Structure siLoathng Design wind pressure: P= 40.4 psf Sign type: Raceway Sign size: h = 26.0 inches (height) Wall material: Masonry (ASTM C90, 1500 psi min) Anchor type/size: 1/4 Tapcon Ref: ITW Tapcon, catalog Min Embedment: 1" Min edge dist: 4" Anchor tensile capacity: Tcap= 125.0 lb (per anchor) ChLck Anchors for Pu flout Total Reaction: Rt= 88 lb/ft Pa (along raceway) Anchor spacing req'd s= 34.3 in O.C. ...T(2*cap)/Pt Pairs of anchors at 34 inches on center(max) 2.8 feet on center OK typical anchor option shown. Ref anchor schedule for other anchor options. Page 3 k 3"x.040 aluminum white returns g n? 3851 0c c(. UrinoF 788 � 3/16"whacrylic #7323 ite translucent —_--I' soo a c4 os kN ( } 16'-6" with trans vinyl(Miratec) To�fd a nt;adr vr�Pom ntormuton �n 1L Southeast.LLC Hy e @ 3E� the holder agrees t C F to use the nformat do Ott t tn,h third party epreduce this doc meht the rt4))400yq ty ° • con sent of Pobtacki gn BO�"" uYtreas4 U"C, Holder also agrees to�mmetlafe 'T" y rqp upon request by P bl okr S qn'rV,4Timp fi}'"ddyCl[4T�' "' REF ANCHOR SCHEDULE Tnieaooumentrep onyan pp ax&a noel �y �+ ( material colors specified.Actual product colors may 25" Sealtite conduit°o run power very from this print or digitailmage. C 6Q Mounting brackets 0 from middle raceway to upper White LEDs o Lraceway.Paint white, (i. nr �u .`.P Sealtite conduit to run power o from middle raceway to upper _ air"7 73 7Ia" raceway.Paint white. g = 00 Zephyrhills,FL. 00 Disconnect switch Only(1)penetration for powerlb ll in back of middle raceway We1 ELECTRICAL EQUIPMENT NOTES Li 15 3/4" To LED: (160) EVERYLITE LEDs ( x Scale: AS NOTED I I P Original Page Size: 11'x 17" Sealtite conduit to run power "racewaysRots Power Supply: (1) 150w/24V ( i Florida State CeOlflea from middle ran way to lower painted white Electrical Sign Contractor raceway.Paint rhite (y -p-y VAC 20 p� �. �. `TTW ES 12000915 (1) ® 120 2 P f AMP ALL FLEE RICA COMPONENTS WILL BE UL LISTED ANDAN -H n ['''LUSH g MOUNT CHANNEL '+p g a p��rp g'` LETTERS CIRCUIT 'F P �pg [ APPROVED AS PER 20?7 N€C 606.3 AND MARKED AS FER NEC FLU 3H M0UN 1 _ Eh NNEL E_ET&ERS ( IRCUIT REQUIRED 6004 THE INSTALLATIONOF THE WIRING WILL REDONE AS Or CC SCALE: / ('� (�/ }/ °'t /-+A ('`9 p� PER FRC(CURRENT EDITION)AND DESIGNATED TO UL 45. 0 SCALE: 1/2"=1'®13,r 1.15A 115Vac T�+(Y�PICAL�pL(E�TTER SECTION I ALL SIGNS ARE TO BE GROUNDED AND BONDED PER NEC -'6 h'4 p,A -p` SCALE: NTS 6007 AND 250.122.AN ELECTRICAL DISCONNECT UOLL BE ° ,55A/27/Va( PROVIDED PER NEC 6006 AND CONTROLLED BY TIMER I ott as PHOTOCELL ALL WIRING INSIDE LETTERING WILL BE LOW " 6C VOLTAGE UNDER UL SIGN ACCESSORIES MANUAL(SAM) N 1O2'_111/2" ------ E242064,LISTED AND APPROVED ASPEN 2017 NEC 600.3 AND FRONTAGE AGE MARKED PER NEC 600.4.PRIMARY ELECTRICAL SOURCE TO E Fool title BE SUPPLIED BY CUSTOMER WITHIN SIX(6)FEET OF SIGN. 0 N e ALL PRIMARY WIRING WILL BE#12 THWN.THIS SIGN IS A UL C _ 0 LISTED ASSEMBLY PER NEC 600.3 NO AN REV DESCRIPTION BY DATESo L7 AN Advent I-lea h' _. 1 added south side rm 8-28-23 0 2 changed at rm 9-20-23 m OR II C 3 added raceways rm 1O-13-23 I 03 cn C n c7t 00 SF sa -25ft 2 o Vt it Rep.:KS Orig.Date:1/3/23 O U 13-1n p � � � � DraWney:�� , •A ANCHOR SCHEDULE u cmsreNeass nu p�� oesnactn t=vrrvrr° CITYor Li WALL MATERIAL ANCHOR TYPE SPACING KQ.rt_Type sit Q 1/4"THREADED RODS WITH MOO 4m � 2"EMBED IN ADHESIVE - Si-E i L V ` +" --- •=` = CONCRETE(3ksi)or 1/4"TAPCONS(OR EOUIV)WITH PAIRS AT "v HOLLOW MASONRY 1{4`EXPAN N ANCHORS WITH PAIRS AT ( O AN 2.5"EMBED 4K' ' 0 __ CL PAIRSAT.. 48"O.C CHANNEL LETTERS 1/4"TOGGLE BOLTS � r 4 (NO ACCESS BEH ND) 1/4"WOOD SCREWS,FULL EMBED PAIRS AT � ` 9 AS 4 31"O.C. Page �" y 1.530 . ix' 9 4"- METAL STUDS OR #14 METAL SCREWS TO MN 18ga PAIRS AT V METAL PANELS STEEL OR 0.090"ALUM 42"O.C. Q HOLLOW WALL. 1/4"THRUBOLTS OR LAGS TO PAIRS AT {BLOCKING BEHIND) SOLID BLOCKING BEHIND 48"O.C. a e iew as ee erformedandDocertificationofsuchisintended.•Structuraldesi nmeetsre uirementsofAC1318-14 AISC360-16 ADMt-15&ADS-18 i Vs' aaordancewiththere uiremenuoftheFlaBld Eode7thEd 2020}farusewithin&outside theHighVelocityNurricaneZane(HUHZ}.•This engineeringcerti5esonlythestnlduralintegrityofthasesystems,components,and/or otherconstructionexplicitlyspzdnedherein.•Ele<tricalnotes,details,&specificatiensare providedbyandarethesoleresponsibilityaftheelectricalcontractacNoelectnc it vl h b np g q , Notes. as as pn m g 4 4 r to shall be ainted atprotected as rescr4bed in AOMt-?S 1a at astfcinea ene s accts avided.•All e sed fasteners shall be S.S.or have a rotective caatin for corrosion protection.•AS welding shall comply With AWS requ;rements.•Steel welds:1/503 elxttodes.•Aluminum welds:4043 hiker allay.-Alum extrustans:6663-Tfi at stronger,U.N.O. Notes: as applicable.•Steel compwrenes shall be coated,painted,or otherwise psotecied agaPnst corrosion per fBC Set 22fl3112222.6.•A(um components in mmad with siee{or embedded 1n cone e P P { }, plum), Pr P Pr � P 9