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HomeMy WebLinkAbout18-20387 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20387 ' BUILDING PERMIT = PERMIT INFORMATION LOCATION]NFORMATION Permit Number: 20387 Address: 38250 A AVE Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-01300-0010 Improv. Cost: 27,050.00 OWNER INFORMATION Date Issued: 10/25/2018 Name: SOUTH PASCO HEALTH CARE PROPER I Total Fees: 330.00 Address: 485 N KELLER RD STE 250 Amount Paid: 330.00 MAITLAND FL 32751-7535 Date Paid: 10/25/2018 Phone: Work Desc: INSTALLATION MONUMENTAL SIGN - CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 262.50 LOTT SIGN SERVICE, INC ELECTRIC L FEE 67.50 FTER Ins ections Required ELECTRICAL ROUGH FINAL 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications 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. )ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 2018181246 THIS INSTRUMENT PREPARED BY: Name 44-% Address: 3 87- rove Rcpt..:.2001027 Rec: 10.00 74,42 ky tih'116., i=L 3 3 L-0 ZkZ DS: 0.00 IT: 0.00 10/25/2028 E. M. , Dpty Clerk NOTICE OF COMMENCEMENT pgUL.A S O'N[IL,Ph.0.PA5C0 CLERK & COMPTROLLEF Permit Number: 10/25/2018 02:0 m PG f 1 OR BK 980 1844 Parcel ID Number: ) Z b 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 ZHNH-001 Nursing Center ]r O o'-O-s �"��•`�'�'` Pb / rIP �9 '"b'� 38250 A Avenue tdl i3 ho Igo I .3 + /V. Zephyrhills, FL 33542 2. GENERAL DESCRIPTION OF IMPROVEMENT: Remove and install new signage 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: SOUTH PASCO HEALTH CARE PROPERTIES INC 485 N KELLER RD STE 250 MAITLAND FL 32 Interest in property: Lessee Fee Simple Title Holder(if other than owner listed above)Name: Address: 4. CONTRACTOR:Name: Lott Signs Phone Number: (813)909-9733 Address: 4141 Mowrey Road Wesley Chapel, FL 3 3 z;-V 3 5. SURETY(If applicable,a copy of the payment bond is attached):Name: Address: Amount of Bond: 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 Lienot'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 specked) WARNING TO OWNER: 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 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 penalties of perjury,I declare that I have read the foregoing and that the facts stated In It are true to the best of my knowledge and bell L, Dawn Vaughan, Director/Agent for AHSSunbelt (Signature of Owner or Lessee,or O*eJ or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/DirectoNPartna nager) State of 'P\Qf Ati County of 1 G The foregoing Instrument was acknowledged before me this day of S lo-+eo i .20 O by �Q-V3 Y\ \� s /1�,.. Who is personally known to me OR Name of person making statemen who has produced Identification❑ type of Identification produced: $ARAHSNEATH MY C0141MISSION C FF 204153 Notary signature EXPIRES:June 2t3,2019 TA!a Fblary PuhSc Uade7�rs :;•z= STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE wl MY HAND 0 1 A AL HIS DAY DAY OF 2 I &COM A RK&COMPTROLLER T ol B y IY DEPUTY CLERK -813-78MG20 City of Zephyrhills Permit Application Fax-8113a80-0021 Building Department Date Received I iPhone Contact for Permitting - - - - - - - - - - - - - - - - - - - - - - Ownees Name 'OkI-41-pasco 14cal-M core-Trop'-Md Owner Phone Number Owner's Address jq85 A/ MCU1ia�d4.a-!=3v5j Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS re— Z- LOT# SUBDIVISION PARCEL IM91 141-2(p-21- 06-16-0)3 00-<301 0 (OBTAINED FROM PROPERTY TAX NOTIM - WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH R INSTALL R REPAIR PROPOSED USE = SFR = COMM OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL DESCRIPTION OF WORK 04ackL12A BUILDING SIZE SO FOOTAGE HEIGHT I . . . . . . . . . . . . . . . . . . . . . . . . . r 1,71BUILDING VALUATION OF TOTAL CONSTRUCTION r 2-7/(0 cc I: rK71ELECTRICAL AMP SERVICE Q PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES No 4-11-114 13UILDER .�' COMPANY SIGNATURE .. .......... REGISTERED Y/N FEE CURRMn L -_Nj Address 1L41`41 MLL&ACL4 Licensait ELECTRICIAN COMPANY SIGNATURE ....... REGISTERED YIN I-stecuRREN XIN Address Ures. PLUMBER COMPANY SIGNATURE J _ REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURR6% YIN Address License# OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of after rding Plans,(1)set of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)worldng days, submittal date. Required onsite.Construction Plans,Stommvater Plans vd Silt Fence Installed, "Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsfiarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Mffilmurn ten(10)worlding days after submittal date. Required onsite,construction Plans,Stormwater Plans cot 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. i PROPERTY SURVEY required for allNZcoLlruclon. . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - Fill out application completely. Owner&Contractor sign back of application,notarized- If over$2500,a Notice of Commencement Is required. (A/C upgrades ever$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sevvmrs Service Upgrades Af6 I--(PlotfSurvey/Footago) Drivdways-Not over Counter If on public roa&rays..needs ROW Description of Work: • Install one 5'tall illuminated directional sign and connect to existing electric(sign 001) • Install one 4'tall non- illuminated directional (sign 002) • Install one 4'tall illuminated directional sign and connect to existing electric (sign 018) 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 undertakd 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(miner 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply tol',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 1, the applicant, have been provided With a copy of the "Florida Construction Lien Law—Homeowner's Protection Guider 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 desc'ribed document and promise in good faith to deliver it to the"owner"prior to commencement CONTRACTOR'SIOWNEWS 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.z 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, Weiland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayneads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmentalf 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 1r unless expressly permitted. - If the fill material is to be used in Flood Zone 4, 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. I - If the fill material is to be used in Flood Zone W in connection viah 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 pernrift'is suspended or abandoned fora 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 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOMCE OF COMMENCEMENT. FLORIDA JURA S. 17. 3) OWNER OZAGQENT CONTRACTOR— Sp.b 0 0 ffirm me this Sub bed d affirmedy,156to a this n d 0 "_T,_r=MX,7 r67�rJA_by a 1�3 bv -,,7;:Y,-. ;91-Y7j_1X,7 Whd irtare personally known to me or hasthave produced Wh I to personally known tome orhas/have produced as identification. as identification, am�,-t-ry Public NoLW Public Commission No. Commission No. M i i I! t— Name STEPHANIE ARCS %. , STEPHANIE 7ARCE State of Florida-Notary Public _'Ig,��State of Florida-Notary Public 6 Commission#GG 233648 s 0 :i Expires v ww, �0 "f"" Commission #GG 233648 My Commission Expires 100F 'A� My Commission Expires IIRK% October 22, 2022 October 22, 2022 ---------- ®'°'Adventist Roam HEALTH SYSTEM LETTER OF AUTHORIZATION Date: 9/5/18 To Whom It May Concern: I, Dawn Vaughan, Agent of the Owner, Adventist Health System (AHS)/Adventist Health System Sunbelt Healthcare corporation (AHSSHC) for the following property listed as: ZHNH-001 Located at: Nursing Center 38250 A Avenue Zephyrhills, FL 33542 Do authorize Lott Signs to obtain a permit for, perform removals, and to install signage on the above- referenced property. q-k5j� awn Vaughan Date Director, Brand Strategy 407-357-2083 Owner/Agent Telephone Number STATE OF FLORIDA COUNTY OF SEMINOLE Sworn to and subscribed to before me this _day of and bein ersonally known identification. My commission expires: NOTARY PUBLIC -.4 sisr:vyo'.. 12 =Q: c•: SARAH SNEATH ` �-- S MY COMMISSION#FF?04 iM EXPIRES:June2S 2019 Print Name ...........`` Bonded Thru Notary Public (�a7fLl.�11C/la fl.?sic' phi✓.�� c��- .; 900 Hope Way Altamonte Springs,Florida 327 14 407-3-57-1000 Date: 10/5 18 To Whom It May Concern: License Holder: Steve Lott State License: ES-12000355 Firm Address: 4141 Mowrey Road,Wesley Chapel, FL 33543 Telephone Number: 813-907-8000 I hereby authorize the following individuals to act as my agent in all areas of permitting and licensing procedure with the municipality to which this is presented. X This authorization is for sign permits at various locations and to register the contractor This authorization is for the following location: Charlie Buff Amanda Barnum Cindy Gould Edward Krauss Theresa Krauss Date �I `� Signed: Contractor CONTRACTORS SIGNATURE NOTARIZED: State of Florida County of Pasco Subscribed before me on this 5th day of October , 2018 by Steve Lott who is personally known to me. Notary Signature Commission Number =98-0153 My Commission Expires: OMMISSION#FF170898ES October 22,2018ridallotaryService.corn -II:U fl1Ufl "ems... City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: (0 —(2—(b Site: 36 2-sDA Permit Type: M.PYU-1r U Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: CM �cJ,ecc� This comment sheet shall be kept with the permit and/or plans. EcL 0�ju:sX-y 1611, /,? w1 zer— ans Examiner bate Contractor and/or Homeowner (Required when comments are present) 813-78M20 City of Zephy��rhilis Permit Application Fax-813-78a4021 SU PI Data Received Phone Cornet foi Perrihittiri Owner's Nmne Oitr��t ( SCpO� /yQ� (f�f� ^�( . Owner phone Number OwW.Address 851 PL f 4 /�(u'l a7 /—c—�11 ) Owner Phone Number Fee Simple TRIchoWer Name` Owner Phara Number Fee Simple Titleholder Address /t JOB ADDRESS 3 Ises25a A e.. LOT# SUBDIVISION � � FARCES IDS JyJ-�Cv-2/-t5(�t(3-013C9c�—c5�t 0 (0111AmEOFROMPROPCRTfTAXWOMS) .. WORK PROPOSED e NEW tONSTR 8 ADD/ALT SIGN d C] DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM t_.� OTHER � TYPE of CONSTRUCTION p eLoctc [l FRAME C} STEEL Q C Q DESCRIPTION OF WORK j BUILDING SIZE I SQ FOOTAGE HEIGHT$ VALUATION OF TOTAL CONSTRUCTION 2 BUILDING � off: MELECTRICAL S 5Ur �'� AMP SERVICE Q PROGRESS ENERGY Q WaE — —� QPLUMBING is ! 1 QMECHMiCAL $ VALUATION OF MECHANICAL INSTALLATi "f =GAs Q �ROOFING p SPECIALTY j OTHER I/ FINISHED FLOOR ELEVATIONS (�— FLOOD ZONE AREA AYES NO BUILDER COMPANY SIGNATURE i REGISTERED Y/N EXEQPREh Y/N Addeasnt1 ELECTRIC" qq�'�, � COMPANY ,EW t ��cc .1 SIGNATURE `` '' pry j. I REGISTERED Y II N I r.CURREnc Y 1 N Add. �'"11 S_9I 1 C1 OC c LiamtseB It J��LJ( XJ � PLUMBER 1 COMPANY I._ SIGNATURE REGISTERED I Y/N FEE CURREN Ly i NN Address { Lhtansa#1 - MECHANICAL. COMPANY SIGNATURE ". REGISTERED I Y/N FEE CUFW43, Y t N Addresa License#( �� OTHER L COMPANY SIGNATURE ( i { REGISTERED Y l N FEECURREh .X N�� Addmss ? License#I - I rrirrerrrrrrrrrrr �rrrrrrrrr=rrrrr � r � rrrrrrrrrrrrrrrrr �rrstr� rRrdi� rRr>f RESIDENTIAL Attach(2)Ptot Plans:(2)sets of BuWna;Plans;,(1)set of EnaW Foams;R-T.W Permit for new consbuct on, dVHI=um tan(10)woddng days after mbmM date.Required onsite,Construchon Plans,Stommater Plans w/SMi Fence Installed, SanMary Facilities 81 dumpsteh,Site Work Pem it for subdtWsionsltarga projects COMMERCIAL Attach(3)complete sets of BuBdng Plans plus a Ufa Safety Page.(1)sat of Energy foams.R-O-W Pemfd for now won. ffinlmum ten(10)wovift days alter sut fttal date. Requhed onsite,Constntcdon Plans,Stommater Plans w/SIR Fence Installed. I Sanitary Fadilles&I deanpster.Site Work Permit for SO new pm1acts.Ali commercial requRements must meet compliance SIGN PERMIT Adaeh(2)sets a(Engineered Plans. "PROPERTY SURVEY rakµraad for a9 NEW uGioh. D1radlorhs: t FM cud apptieation comp%". Owner&Contractorsign tack of app',iaatlon,noWked If over$2W.a Notice o1 Comammen"wt Is mqulmd. (A(C upgrades over$TWO) Agent(tor the contractor)or POwar of Attomey(fo►Oae owner)wouM be someone vnth notarized War form owner authortzing same OVER THE COUNTER POWITTING T—d of Ap;Zcs#-Orly) Reroofs if shingles SOMM Semco Upgrades A/C Fences(PicbSurvay/Footage) Drivevisys-Not over Counter Hon public nadways..needs ROW 1'o'Adver�tisr �Elom HEALTH SYSTEM LETTER OF AUTHORIZATION a Date: 9/5/18 To Whom It May Concern: I, Dawn Vaughan, Agent of the Owner, Adventist Health System (AHS)/Adventist Health System Sunbelt Healthcare corporation (AHSSHC) for the following property listed as: ZHNH-001 Located at: Nursing Center 38250 A Avenue Zephyrhills, FL 33542 Do authorize Lott Signs to obtain a permit for, perform removals, and to install signage on the above- referenced property. awn Vaughan Date Director, Brand Strategy 407-357-2083 Owner/Agent Telephone Number STATE OF FLORIDA COUNTY OF SEMINOLE Sworn to and subscribed to before me this _day of and bein ersonally known identification. My commission expires: NOTARY PUBLIC *`Yo SARAN SNEATH MY COMMISSION A FF 204 i53 EXPIRES;June2&,2019 Print Name qg °` Bonded Thru Notary Public llndervdic• r icfiu�//1�.�7fr/rir AX IL✓�17. l 900 I-tope\-Vay Altamonte Springs,Florida 3'_714 1 407-3-57-1000 10/1/2018 ZHNH-001_Nursing Center Print Book r ®a� ,! _ Site Number: ZHNH-001 Site Name: Nursing Center Recommendation Completed: 2018-08-29 + p°F � Address: 38250 A Avenue Approved: HEALTH SYSTC&I City/State: Zephyrhills,FL 33542- Date Print: 10/01/2018 Existing Photo Proposed Photo -::.•A` Elevation Overall w/G een.',' OO veralhFaee'5'_O,h-x 7 9'w.TT HhALT RL'H B •R Adventte h AdventHealth ..�a �w cIR ']M I LP�Y��r�I Senn ZKhY���6oA .'>1 ., �r:F>ryvw i SIdeA &doB Existing Proposed Sign Number: 001 Sign Nurnber i 00, Overall Height: 5 id' Existing Sign Type: Pylon Sign Type: f�TS ll Overall Width: 7-71/2" Face Material: Wood Description:;,_;r� <5{IlluminatediL'awn Sigrfw/Di`reetionaaQopy Logo Height: Graphics Material: Painted Action: Remove and Replace Letter Height: Overall Height: 65' Message A: Illuminated: I Face Height: 46" Message B: Face Width: 77" Comments: Square Feet: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Install new signage using existing Illuminated: Non Illuminated primary electrical.Verify if additional circuits are required for new sign.Restore ground material to base of new sign.See control documents for product specification and master agreement for removal&installation requirements. Electrical: No Power Required Walt Material: Other Sign Comment: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartOO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were monigle created,without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. �https://signchart4.monigle.neUprintbook.php.site_id=ahsx750 3/22 y I Advent Health System 38250 A Avenue Zephyrhills, FL 33542 RBA Job No. 18 4691 CALCULATIONS Sign Type: L-5-1 L Designed in aqco dahce with: Florida Building-Code, 6th,Edition (2017) Section 16 WKd Load ASCE 7-10 1501mph wind"load Aisk Category II Exposure C °® WAL ATE J Olt— IA'z t c.ri7- 9220 G.ti0�,; FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Project. Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Models AHS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 dy EOS9100 NASHVILLE,TN Date 9/27/18 CODES: 2017 Florida Building Code, 6th Edition-Wind Loads per provisions of ASCE 7-10 AISC Steel Construction Manual, 14th Edition ACI 318-14, Building Code Requirements for Structural Concrete SIGN DIMENSIONS: Sign Sign Distance Length, B Depth, s to Column, e 8.24 ft. 5 ft. 3.99 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 5 ft. 5 ft. 1 ft. MAIN COLUMN SECTION PROPERTIES: Section: Pipe4STD COMPACT SECTION Fy = 35 ksi E= 29000 ksi C= 6.36 in A= 2.96 in. 1 = 6.82 in.4 D/t= 20.40 OD= 4.50 in. S= 3.03 in.3 ID= 4.03 in. r= 1.51 in. tdes= 0.22 in. Z= 4.05 in.3 DEAD LOADS: Sign Weight= 12 psf Concrete = 150 pcf Column Weight= 10.80 lb/ft Soil = 90 pcf Project Advent Health 000 ROSS BRYAN ASSOCIATES,INC. Sheet No. 3 of 6 Model ' A►HS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 SPY EOS NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: Length, B= 8.24 ft. Height, s= 5 ft. OAH Above Grade, h = 5 ft. Depth = 0.75 ft. Asign= 41.2 ft2 WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256 * KZ* K,* Kd*VZ Velocity Pressure, ASCE 7-10,Section 29.3.2 KZ= 0.85 Velocity Pressure Exposure Coefficient,ASCE 7-10,Table 29.3-1 K,.t= 1.0 Topographic Factor,ASCE 7-10, Section 26.8.2 Kd= 0.85 Wind Directionality Factor, ASCE 7-10,Table 26.6-1 V= 150 Basic Wind Speed, mph, ASCE 7-10, Figure 26.5-1A qh= 41.62 Ib/ftz F/A= qh * G * Cf Design Wind Loads, ASCE 7-10,Section 29.4.1 G= 0.85 Gust Effect Factor,ASCE 7-10, Section 26.9 B/s= 1.65 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.42 Force Coefficient, ASCE 7-10, Figure 29.4-1 CASE A: resultant acts normal to the sign face at a distance above the geometric F/A— 50.15 Ib/ft2 center equal to 0.25' CASE B: resultant acts normal to the sign face at a distance of 1.65'toward the windward edge and 0.25' above the geometric center LRFD Loading: Use wind pressure= 50.15 Ib/ft2 for 1.0*W from ASCE 7-10,Section 2.3.2 ASD Loading: Use wind pressure= 30.09 1b/ft2 for 0.6*W from ASCE 7-10,Section 2.4.1 Project'- Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model AHS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 Efy EOS NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe4STD Fv = 35 'ksi COMPACT SECTION ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: ObTV 1.67 AISC Specification F1, H3,G1 Service Wind Loads- Moment Arms: Sign Dead Load= 0.49 kips Sign, Pv 1.24 kips 3.75 ft. Total Service Moment at Base: M = 4.65 k-ft Yielding Strength: M,,=Mp=FV Z Mn= 11.81 k-ft AISC Specification F8-1 M,,/()= 7.07 k-ft > M = 4.65 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 2.20 k-ft Torsional Strength: T,,=Fcr*C T,= 11.12 k-ft AISC Specification 1­13-1(a) Tn/0= 6.66 k-ft > T= 2.20 k-ft O.K. Service Axial Load: P= 0.55 kips Compressive Strength: AISC Specification Table 4-6 P,/Q= 68.6 kips > P= 0.55 kips O.K. Service Shear at Base: VU= 1.24 kips Shear Strength: V,,=F,*Ag/2 Vn= 31.08 kips AISC Specification G6 Vnlf)= 18.61 kips > V= 1.24 kips O.K. Combined Torsion,Shear, Flexure and Axial Force: AISC Specification HI-lb Required torsional strength exceeds 20%of design torsional strength. Use AISC equation 1­13-6= 0.82 < 1.0 O.K. Project Advent Health 0 ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 Model AHS-L-S-IL-150 CONSULTING ENGINEERS Job No. 18 4652 By EOS to&o NASHVILLE,TN Date 9/27/18 CHECK WELD OF COLUMN TO BASE PLATE: Safety Factor for Welds: 0= 2.00 AISC Specification J2 Fillet weld size = 3/16 Sweid= 2•29 in' Stiffener fillet weld size= 0 Wind Load and Moment: M = 4.65 k-ft Pw= 1.24 kips Transverse Load In Weld = (M/Sweld)*(effective throat) = 3.23 kips/in Longitudinal Load In Weld = P/(Lweid) = 0.28 kips/in Total Load In Weld = Transverse + Longitudinal = 2.43 kips/in AISC Specification J2-5 (1+0.5*sin1-5(D) (1+0.5*sin1.5a)) Weld Design Strength, RJn= (0.6*Fe.)*(Effective Throat)/Cl AISC Specification J2 RnM = 2.79 kips/in > 2.43 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: Ob= 1.67 AISC Specification F1 Q,= 1.67 AISC Specification E1 Oboit= 2.00 AISC Specification J3 Base Plate: Diameter, D= 9 in. Dia.to Bolts, d = 7 in. Fy= 36 ksi Anchor Rods: No. of Bolts= 4 Slot Length = 2 in. Size of Bolts= 3/4 in. Bolt Spacing= 4.95 in. ASTM Designation= A36 Threaded Tensile Stress, F„= 58 ksi Base Plate Separation= 3 in. Wind Load Moment: M = 4.65 k-ft Dead Load at Base: Pd= 0.55 kips Max Anchor Tens.: T= 5.50 kips Capacity: Rnt/O= FntAb/Q= 9.61 kips O.K. Max Anchor Comp.: P= 5.77 kips Capacity: Rnc/12= FcrAb/.o= 9.40 kips O.K. Max Anchor Shear: V= 2.20 kips Capacity: RnA)= Fn,Ab/O= 5.77 kips O.K. Combined Tension and Shear: R'nt/Q= 9.61 kips > T= 5.50 kips O.K. Plate Thickness: tmin= 1 in. Use 1 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 15.90 kips Friction Force = 2.23 kips Torsional Force= 1.89 kips < 2.23 kips O.K. Project Advent Health 000 ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model" •AHS-L-S-IL-150 CONSULTING ENGINEERS Job No. 184652 ray EOS 913 NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10,Section 2.3 Resistance Factors: (Dpiain= 0.6 ACI 318-14 0„= 0.75 ACI 318-14 (Db= 0.9 ACI 318-14 f'c = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft Pa = 150 psf/ft Pedestal Length = 0 ft Overburden = 1.08 ft qa= 2000 psf Total Service Wind Load: PW= 1.24 kips % Total Service Moment at Base: M = 4.65 k-ft Rectangular Spread Foundation: Length = 4 ft. Width= 4 ft. Depth = 2.5 ft. Dead Load, Pd= 8.16 kips Overturning Moment, Mo= 9.71 k-ft Resistive Moment, Mr= 16.32 k-ft Mr/Mo= 1.68 > 1.5 O.K. Eccentricity, e= M/Pd= 0.57 ft. kern, k= 0.67 ft. e< k Bearing Pressure, gmax= 945.65 psf < qa= 2000 psf O.K. Moment in Footing Mu= 8.73 k-ft No Reinforcing Required- Use Minimum Steel Use 5 No. 5 Bars Top and Bottom - Length. Use 5 No. 5 Bars Top and bottom -Width. Moment Capacity, (DMn= 181.11 k-ft > Mu= 8.73 k-ft O.K. Check Shear,V„= N/A *See Note Below Shear Capacity,(D*V„= 24.02 kips/ft Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 I Model 'AHS-L-5-IL-150 CONSULTING ENGINEERS Job No. 184652 By . EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10,Section 2.3 Resistance Factors: Oplain= 0.6 ACI 318-14 m„= 0.75 ACI 318-14 (Db= 0.9 ACI 318-14 fc = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1 ft Total Wind Load: P,,= 1.24 kips Total Service Moment at base: M = 4.65 k-ft Circular Caisson Foundation: No. of Caissons= 1 Diameter= 2 ft. Depth = 5.25 ft. M(top of caisson)= 4.65 k-ft Height to P,,,, h = 3.75 ft. Required Depth, d = 5.01 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 7.75 k-ft No Reinforcing Req'd Moment Capacity,OM,= 13.07 k-ft > M„= 7.75 k-ft O.K. Vertical Slab Foundation: Length= 2 ft. Width = 3 ft. Depth = 4.25 ft. M(top of slab)= 4.96 k-ft Height to P,,,, h= 4.00 ft. Required Depth, d = 3.97 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 8.26 k-ft Use a minimum of 3 No. 5 Veritcal Bars on Each Face Use a minimum of 4 No. 5 Horizontal Bars on Each Face Moment in Footing, Mu= 84.19 k-ft > Mu= 8.26 k-ft O.K. Socket Bearing Width, b= 4 in. Embedment, d =_ 24 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M + P_*d/2)*(6/d`) + P-M = 0.20 psi O.K. b Minimum Bearing= (M + P_*d/2)*(6/d4)- P_/d = 0.17 psi O.K. b 10/1/2018 ZHNH-001_Nursing Center Print Book A Site Number: ZHNH-001 Site Name: Nursing Center Recommendation Completed: 2018-08-29 XNAdvenfist Address: 38250 A Avenue Approved: I. tIGALTH'SYSTENOI City/State: Zephyrhills,FL 33542- Date Print: 10/01/2018 Existing Photo Proposed Photo Vle!y�atio 0,vepa111Jw_J,W r e e'fi:'r 4 0 h x 4 TI-14-9j, owl 0=Yer-a111Face:4'.4-h Advedlj�In Adventl-!ecIth Sic!eA SitleB II Existing Proposed Sign Number: 002 IS. rhNurrke Overall Height: 4' Existing Sign Type: Pylon Sign Type: DB-48-NIL Overall Width: 3'-11 1/2' —-?!.,: Face Material: Wood ,'4�-NqoAllumirl li6 ion 1'iU,go,- Logo Height: Graphics Material: Painted Action: Remove and Replace Letter Height: Overall Height: 79" Message A: Illuminated: N Face Height: 31' Message B: Face Width. 48" Comments., Square Feet: Restoration Notes: Perform utility Locates and verify setbacks prior to fabrication installation.Restore ground material to base of new Illuminated: Non Illuminated sign.Manufacturer to verify if secondary signage branding is permitted with landlord and municipalities prior to fabrication.See control documents for product specification and master agreement for removal&installation requirements. Electrical: No Power Required Wait Material: Other Sign Comment: SignChart@ and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart@ is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are pa of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were moni part gle created,without previous authorization from Monigle Associates and their clients.The information is for design intent only and shalt be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shalt be construed as a design for any engineered element.The Sign Vendor shalt be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.@ 1999-2016 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. hftps://signchart4.monigle.net/printbook.php?site—id=ahsx750 4/22 Advent Health System 38250 A Avenue Zephyrhills, FL 33542 RBA Job No. 18 4691 CALCULATIONS Sign Type: DB-48-NIL Designed in accordance with: Florida Building-Code, 6th.Edition (2017) Section 16 Wind Load ASCE 7-10 150'mph wind load Risk Category I Exposure C r ! ! Go Qfai 7 4 v e/, • • J A�h A q 4 i �1�TE F Ce.6 y :0 Y � L Y �'�6�BSI@$a�^••cl•® R IVVOW- ••• �`0�1s 11 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Project Advent Health 000 ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model 6B/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS toL NASHVILLE,TN Date 9/27/18 CODES: 2017 Florida Building Code, 6th Edition-Wind Loads per provisions of ASCE 7-10 AISC Steel Construction Manual, 14th Edition ACI 318-14, Building Code Requirements for Structural Concrete SIGN DIMENSIONS: Sign Sign Distance Length, B Depth, s to Column,e 4.125 ft. 4 ft. 2.063 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 4 ft. 4 ft. 1 ft. MAIN COLUMN SECTION PROPERTIES: Section: Pipe3STD COMPACT SECTION Fy = 35 ksi E= 29000 ksi C= 3.44 in3 A= 2.07 in.Z 1 = 2.85 in.4 D/t= 17.40 OD= 3.50 in. S= 1.63 in.3 ID= 3.07 in. r= 1.17 in. tdes= 0.20 in. Z= 2.19 in.3 DEAD LOADS: Sign Weight= 12 psf Concrete= 150 pcf Column Weight= 7.58 lb/ft Soil= 90 pcf Project Advent Health ROSS BRYAN ASSOCIATES,INC. Sheet No. 3 of 6 Model ' •DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 18 4652 By EOS tL NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: . Length, B= 4.125 ft. Height, s= 4 ft. OAH Above Grade, h = 4 ft. Depth = 0.75 ft. Asign= 16.5 ft2 WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256 * K,* KZt* Kd*V2 Velocity Pressure,ASCE 7-10,Section 29.3.2 K,= 0.85 Velocity Pressure Exposure Coefficient, ASCE 7-10,Table 29.3-1 K,t= 1.0 Topographic Factor, ASCE 7-10,Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-10,Table 26.6-1 V= 150 Basic Wind Speed, mph,ASCE 7-10, Figure 26.5-1A qh= 41.62 Ib/ft2 F/A= qh * G * Cf Design Wind Loads,ASCE 7-10, Section 29.4.1 G= 0.85 Gust Effect Factor,ASCE 7-10, Section 26.9 B/s= 1.03 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.45 Force Coefficient,ASCE 7-10, Figure 29.4-1 CASE A: resultant acts normal to the sign face at a distance above the geometric F/A= 51.24 Ib/ft2 center equal to 0.20' CASE B: resultant acts normal to the sign face at a distance of 0.83'toward the windward edge and 0.20'above the geometric center LRFD Loading: Use wind pressure= 51.24 Ib/ft2 for 1.0*W from ASCE 7-10,Section 2.3.2 ASD Loading: Use wind pressure= 30.74 1b/ft2 for 0.6*W from ASCE 7-10,Section 2.4.1 Project , Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS lr& NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe3STD Fy = 35 ksi COMPACT SECTION ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: -Qb,T V= 1.67 AISC Specification F1, H3, G1 Service Wind Loads: Moment Arms: Sign Dead Load = 0.20 kips Sign, Pw= 0.51 kips 3.20 ft. Total Service Moment at Base: M = 1.62 k-ft Yielding Strength: Mn= Mp=Fy*Z Mn= 6.39 k-ft AISC Specification F8-1 Mnlf)= 3.82 k-ft > M = 1.62 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 0.42 k-ft Torsional Strength: T„=F«* C Tn= 6.01 k-ft AISC Specification 1-13-1(a) Tn/Q= 3.60 k-ft > T= 0.42 k-ft O.K. Service Axial Load: P= 0.23 kips Compressive Strength: AISC Specification Table 4-6 PrA= 35.9 kips > P= 0.23 kips O.K. Service Shear at Base: V„= 0.51 kips Shear Strength: V„=F«*Ag/2 Vn= 21.74 kips AISC Specification G6 Vn/O= 13.01 kips > V= 0.51 kips O.K. Combined Torsion,Shear, Flexure and Axial Force: AISC Specification 1-11-1b Required torsional strength does not exceed 20%of design torsional strength. Use AISC equation 1-11-1b= 0.43 < 1.0 O.K. Project. Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS f&OO NASHVILLE,TN Date 9/27/18 CHECK WELD OF COLUMN TO BASE PLATE: Safety Factor for Welds: O= 2.00 AISC Specification J2 Fillet weld size = 3/16 SWeid= 1.42 in Stiffener fillet weld size= 0 Wind Load and Moment: M = 1.62 k-ft PW= 0.51 kips Transverse Load In Weld = (M/SWeid)*(effective throat) = 1.82 kips/in Longitudinal Load In Weld = P/(LWeid)= 0.14 kips/in Total Load In Weld = Transverse + Longitudinal = 1.36 kips/in AISC Specification J2-5 (1+0.5*sin1'5()) (1+0.5*sini's0) Weld Design Strength, R„/f2= (0.6*Fe.)*(Effective Throat)/0 AISC Specification J2 Rn/0 = 2.79 kips/in > 1.36 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: 14= 1.67 AISC Specification F1 QC= 1.67 AISC Specification E1 Oboit= 2.00 AISC Specification J3 Base Plate: Diameter, D= 8.5 in. Dia. to Bolts, d = 6.5 in. Fy= 36 ksi Anchor Rods: No. of Bolts= 4 Slot Length= 2 in. Size of Bolts= 3/4 in. Bolt Spacing= 4.60 in. ASTIVI Designation= A36 Threaded Tensile Stress, F„= 58 ksi Base Plate Separation = 3 in. Wind Load Moment: M = 1.62 k-ft Dead Load at Base: Pd= 0.23 kips Max Anchor Tens.: T= 2.06 kips Capacity: Rnt/O= FntAb/O= 9.61 kips O.K. Max Anchor Comp.: P= 2.18 kips Capacity: RnJS2= F«Ab/0= 9.40 kips O.K. Max Anchor Shear: V= 0.51 kips Capacity: Rnv/f2= FnvAb/f2= 5.77 kips O.K. Combined Tension and Shear: R'nt/f2= 9.61 kips > T= 2.06 kips O.K. Plate Thickness: tmin= 1 in. Use 1 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 15.90 kips Friction Force= 2.23 kips Torsional Force= 0.39 kips < 2.23 kips O.K. Project, Advent Health 00 ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model 6B/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 _ CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10,Section 2.3 Resistance Factors: Oplain= 0.6 ACI 318-14 (1) = 0.75 ACI318-14 (Db= 0.9 ACI 318-14 ftC = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft pa = 150 psf/ft Pedestal Length= 0 ft Overburden = 1.083 ft qa= 2000 psf Total Service Wind Load: P,N= 0.51 kips Total Service Moment at Base: M = 1.62 k-ft Rectangular Spread Foundation: Length = 3 ft. Width= 3 ft. Depth= 2.5 ft. Dead Load, Pd= 4.51 kips Overturning Moment, M.= 3.69 k-ft Resistive Moment, Mr= 6.77 k-ft Mr/Mo= 1.83 > 1.5 O.K. Eccentricity,e= M/Pd= 0.36 ft. kern, k= 0.50 ft. e< k Bearing Pressure, gmax= 861.91 psf < qa= 2000 psf O.K. Moment in Footing M„= 3.50 k-ft No Reinforcing Required - Use Minimum Steel Use 4 No. 5 Bars Top and Bottom- Length. Use 4 No. 5 Bars Top and bottom-Width. Moment Capacity, (DMn= 144.72 k-ft > M„= 3.50 k-ft O.K. Check Shear,V„= N/A *See Note Below Shear Capacity, (D*V„= 24.02 kips/ft Project. Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 Model • 6B/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.2D+W ASCE 7-10,Section 2.3 Resistance Factors: Oplain= 0.6 ACI 318-14 m„= 0.75 ACI 318-14 mb= 0.9 ACI 318-14 f'C = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1 ft Total Wind Load: PW= 0.51 kips Total Service Moment at base: M = 1.62 k-ft Circular Caisson Foundation: No. of Caissons= 1 Diameter= 1.5 ft. Depth= 4 ft. M(top of caisson)= 1.62 k-ft Height to P,,„ h= 3.20 ft. Required Depth, d= 3.80 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, Mu= 2.71 k-ft No Reinforcing Req'd Moment Capacity, (DM,= 5.03 k-ft > Mu= 2.71 k-ft O.K. Vertical Slab Foundation: Length = 2 ft. Width= 3 ft. Depth= 3 ft. M(top of slab)= 1.75 k-ft Height to P,,„ h= 3.45 ft. Required Depth, d = 2.65 ft. O.K. IBC 2015, Section 1807.3.2.1 Moment in Footing, Mu= 2.92 k-ft Use a minimum of 3 No. 5 Veritcal Bars on Each Face Use a minimum of 3 No. 5 Horizontal Bars on Each Face Moment in Footing, M„= 84.19 k-ft > M„= 2.92 k-ft O.K. Socket Bearing Width, b= 3 in. Embedment, d = 24 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M+ P...*d/2)*(6/d`)+ P-M = 0.09 psi O.K. b Minimum Bearing= (M + P...*d/2)*(6/d`)- P_/d = 0.08 psi O.K. b 10/1/2018 ZHNH-001_Nursing Center Print Book 6� �A • Site Number: ZHNH-001 Site Name: Nursing Center Recommendation Completed: 2018-08-29 venfiS Address: 38250 A Avenue Approved: HEALTH Sy5TE-:m City/State: Zephyrhills,FL 33542- Date Print: 10/01/2018 Existing Photo Proposed Photo E°Ieuationy �._ Zepphyr Haven ®uerall w/'Green__4.:0"h x_6'-7 e,.4lT aan.ec.i.rec 1� Ove"_ra11,Fa'cd:-4'=0"li x 6-0" H.A.RT CARE � f1EAfRiANe HESPW TORYs - �u�mr�ur.c�ue unrr�• e38250) ' j, AdverdHenith iHeth P'YMd�'- MNISmM Side A Side B L Existing Proposed Sign Number: 018 Sign'Nu-ber: 018, Overall Height: 4' Existing Sign Type: Pylon Sign Type; L 4 IL_ _ _____s_ Overall Width: :: Face Material: Wood DescrlpUon:==• � , 4'-lllurrtnated,:LawnSign w/Directional,Copy Logo Height: Graphics Material: Painted Action: Remove and Replace Letter Height: Overall Height: 70 1/2" Message A: Illuminated: I Face Height: 40" Message B: _ Face Width: 47" Comments: Square Feet: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Install new signage using existing Illuminated: Non Illuminated primary electrical.Verify if additional circuits are required for new sign.Restore ground material to base of new sign.See control documents for product specification and master agreement for removal B installation requirements. Electrical: No Power Required Wall Material: Other Sign Comment: SignChartO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were monigle created,without previous authorization from Monigle Associates and their clients.The information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical.and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in the visual representation.The sign types,descriptions and dimensions for new signs noted in SignChart are for a general guide only(largely for initial design approval,pricing and planning purposes)and are not intended as final build sizes unless the sign vendor has confirmed the fit will generally match the provided visual representation.If the installed sign does not fit as shown in the visual representation the sign vendor will be responsible for replacing the sign at their cost.©1999-2018 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK ttps://signchart4.monigle.net/printbook.php?site_id=ahsx750 21/22 L. , r lY Advent Health System 38250 A Avenue Zephyrhills, FL 33542 RBA Job No. 18 4691 CALCULATIONS Sign Type: L-4-1 L Designed in accordancelwith: Florida Building._Code, 6t!'Edition (2017) Section 16 - irid Load ASCE 7-10 150`�mph wind load 'Risk Category II Exposure C . ® 04 041 m e ' .,Y I I-14e istr Von: 8700 Aufhoriezaticn: 9220 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Project . Advent Health 00, ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model L-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 106 NASHVILLE,TN Date 9/27/18 CODES: 2017 Florida Building Code, 6th Edition-Wind Loads per provisions of ASCE 7-10 AISC Steel Construction Manual, 14th Edition ACI 318-14, Building Code Requirements for Structural Concrete SIGN DIMENSIONS: Sign Sign Distance Length, B Depth,s to Column, e 6.583 ft. 4 ft. 3.19 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 4 ft. 4 ft. 1 ft. MAIN COLUMN SECTION PROPERTIES: Section: Pipe3STD COMPACT SECTION Fy = 35 ksi E= 29000 ksi C= 3.44 in 3 A= 2.07 in.2 1 = 2.85 in.4 D/t= 17.40 OD= 3.50 in. S= 1.63 in.3 ID= 3.07 in. r= 1.17 in. tdes= 0.20 in. Z= 2.19 in.3 DEAD LOADS: Sign Weight= 12 psf Concrete= 150 pcf Column Weight= 7.58 lb/ft Soil = 90 pcf Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 3 of 6 Model. L-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By' EOS 9113 NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: Length, B= 6.583 ft. Height, s= 4 ft. OAH Above Grade, h = 4 ft. Depth = 0.75 ft. As;gn= 26.3 ft2 WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256 * KZ* Kzt* Kd*Vz Velocity Pressure,ASCE 7-10, Section 29.3.2 Kz= 0.85 Velocity Pressure Exposure Coefficient, ASCE 7-10,Table 29.3-1 Kzt= 1.0 Topographic Factor,ASCE 7-10, Section 26.8.2 Kd= 0.85 Wind Directionality Factor, ASCE 7-10,Table 26.6-1 V= 150 Basic Wind Speed, mph,ASCE 7-10, Figure 26.5-1A qh= 41.62 Ib/ftz F/A= qh * G * Cf Design Wind Loads, ASCE 7-10, Section 29.4.1 G = 0.85 Gust Effect Factor,ASCE 7-10, Section 26.9 B/s= 1.65 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.42 Force Coefficient,ASCE 7-10, Figure 29.4-1 CASE A: resultant acts normal to the sign face at a distance above the geometric F/A= 50.15 Ib/ftz center equal to 0.20' CASE B: resultant acts normal to the sign face at a distance of 1.32'toward the; windward edge and 0.20' above the geometric center LRFD Loadine: Use wind pressure= 50.15 Ib/ftz for 1.0*W from ASCE 7-10, Section 2.3.2 ASD Loading: Use wind pressure= 30.09 1b/ftz for 0.6*W from ASCE 7-10,Section 2.4.1 Project . Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model 1-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 1r& NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe3STD Fy = 35 ksi COMPACTSECTION ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: C)b,T,V= 1.67 AISC Specification F1, H3, G1 Service Wind Loads: Moment Arms: Sign Dead Load = 0.32 kips Sign, P,= 0.79 kips 3.20 ft. Total Service Moment at Base: M = 2.54 k-ft Yielding Strength: Mn= Mp= Fy*Z Mn= 6.39 k-ft AISC Specification F8-1 Mn/()= 3.82 k-ft > M = 2.54 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 1.12 k-ft Torsional Strength: T„= F«* C Tn= 6.01 k-ft AISC Specification H3-1(a) Tn/Q= 3.60 k-ft > T= 1.12 k-ft O.K. Service Axial Load: P= 0.35 kips Compressive Strength: AISC Specification Table 4-6 Pn/()= 35.9 kips > P= 0.35 kips O.K. Service Shear at Base: V„= 0.79 kips Shear Strength: Vn= Fcr*Ag/2 Vn= 21.74 kips AISC Specification G6 Vn/0= 13.01 kips > V= 0.79 kips O.K. Combined Torsion,Shear, Flexure and Axial Force: AISC Specification H1-1b Required torsional strength exceeds 20%of design torsional strength. Use AISC equation H3-6= 0.81 < 1.0 O.K. Project , Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 Model L'-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 9NASHVILLE,TN Date 9/27/18 CHECK WELD OF COLUMN TO BASE PLATE: Safety Factor for Welds: [)= 2.00 AISC Specification J2 Fillet weld size = 3/16 Sweld= 1.42 in Stiffener fillet weld size= 0 Wind Load and Moment: M = 2.54 k-ft Pw= 0.79 kips Transverse Load In Weld = (M/Sweld)*(effective throat) = 2.85 kips/in Longitudinal Load In Weld = P/(Lweld) = 0.23 kips/in Total Load In Weld = Transverse + Longitudinal= 2.13 kips/in AISC Specification J2-5 (1+0.5*.sin1"5(D) (1+0.5*sin"'(D) Weld Design Strength, R„ O_ (0.6*F,,,,)*(Effective Throat)/II AISC Specification J2 Rn/[) = 2.79 kips/in > 2.13 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: ()b= 1.67 AISC Specification F1 QC= 1.67 AISC Specification E1 [)bolt= 2.00 AISC Specification J3 Base Plate: Diameter, D= 8.5 in. Dia.to Bolts, d = 6.5 in. Fy= 36 ksi Anchor Rods: No. of Bolts= 4 Slot Length = 2 in. Size of Bolts= 3/4 in. Bolt Spacing= 4.60 in. ASTM Designation = A36 Threaded Tensile Stress, F„= 58 ksi Base Plate Separation = 3 in. Wind Load Moment: M = 2.54 k-ft Dead Load at Base: Pd= 0.35 kips Max Anchor Tens.: T= 3.22 kips Capacity: Rnt/O= FntAb/O= 9.61 kips O.K. Max Anchor Comp.: P= 3.40 kips Capacity: RnJ()= F«Ab/0= 9.40 kips O.K. Max Anchor Shear: V= 1.24 kips Capacity: Rnv/O= Fn,Ab/O= 5.77 kips O.K. Combined Tension and Shear: R'nt/[)= 9.61 kips > _ T= 3.22 kips O.K. Plate Thickness: tmin= 1 in. Use 1 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 15.90 kips Friction Force= 2.23 kips Torsional Force= 1.04 kips < 2.23 kips O.K. i Project . Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model L-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10, Section 2.3 Resistance Factors: Opla;n= 0.6 ACI 318-14 0 = 0.75 ACI318-14 Ob= 0.9 ACI 318-14 PC = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft Pa = 150 psf/ft Pedestal Length = 0 ft Overburden = 1.8 ft qa= 2000 psf Total Service Wind Load: PW= 0.79 kips Total Service Moment at Base: M = 2.54 k-ft Rectangular Spread Foundation: Length= 4 ft. Width= 4 ft. Depth= 2.5 ft. Dead Load, Pd= 8.97 kips Overturning Moment, M.= 6.34 k-ft Resistive Moment, Mr= 17.94 k-ft Mr/M,,= 2.83 > 1.5 O.K. Eccentricity,e= M/Pd= 0.28 ft. kern, k= 0.67 ft. e<k Bearing Pressure, gmax= 798.24 psf < qa= 2000 psf O.K. Moment in Footing M„= 8.53 k-ft No Reinforcing Required - Use Minimum Steel Use 5 No. 5 Bars Top and Bottom - Length. Use 5 No. 5 Bars Top and bottom -Width. Moment Capacity, 0M„= 181.11 k-ft > M„= 8.53 k-ft O.K. Check Shear,V„= N/A *See Note Below Shear Capacity, (D*V„= 24.02 kips/ft Project , Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 Model L-4-IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10, Section 2.3 Resistance Factors: Opiain= 0.6 ACI 318-14 m„= 0.75 ACI 318-14 Ob= 0.9 ACI 318-14 f'c = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1.08 ft Total Wind Load: PW= 0.79 kips Total Service Moment at base: M = 2.54 k-ft Circular Caisson Foundation: No. of Caissons= 1 Diameter= -1.5 ft. Depth = 5 ft. M(top of caisson)= 2.54 k-ft Height to P,„ h = 3.20 ft. Required Depth, d = 4.42 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 4.23 k-ft No Reinforcing Req'd Moment Capacity, (DMn= 5.03 k-ft > M„= 4.23 k-ft O.K. Vertical Slab Foundation: Length= 2 ft. Width = 3 ft. Depth = 3.5 ft. M(top of slab)= 2.73 k-ft Height to PW, h = 3.45 ft. Required Depth, d = 3.20 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, Mu= 4.56 k-ft Use a minimum of 3 No. 5 Veritcal Bars on Each Face Use a minimum of 3 No. 5 Horizontal Bars on Each Face Moment in Footing, M„= 84.19 k-ft > M„= 4.56 k-ft O.K. Socket Bearing Width, b= 3 in. Embedment, d = 24 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M + P,,,*d/2)*(6/d`)+ P,,,/d = 0.15 psi O.K. b Minimum Bearing= (M + P...*d/2)*(6/d`)- P,.,/d = 0.12 psi O.K. b • - 4 3 I 2 1 RBA Structural Engineering,LLC REVISIONS A Engineers ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER NOTES: 227 Frsacl Landing Ddv Naahv M.TN 37228 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: 1.)SIGN CONSTRUCTED TO MEET 2014 NEC-600 STANDARD DESIGNED IN ACCORDANCE 3-B4,4-B2,B4 C 31257 SHT 6 FOR LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES. 09/19/2018 AM 2.)POWER SUPPLIES TO BE CONNECTED TO MAX.20A BRANCH CIRCUIT WITH FLORIDA BUILDING CODE SHT 3 CHANGED 3.)NOMINAL SIGN CURRENT DRAW: 1.4A 6TM EDITION(2017) 5-A4,5-B4 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR SECTION 16 WIND LOAD ASCE 7-10 150 MPH WIND LOAD RISK CATEGORY 11 EXPOSURE C aum raft GTI"M M IL N OUPONMRS ONLY M b M.b YM IN.d.n lsut r•Yltl bya iI B B 3 4 3 D 0 o 0 3 I 2 I 1 ___ LE F *1 SECTION F-F 4 SCALE 1 : 16 SCALE 1 : 16 SECTION E-E SCALE 1 : 16 SCALE 1 : 16 BOM TABLE:AHS-L-4-IL ITEM PART NUMBER DESCRIPTION QTY. 1 LS-BOX400-DLW-1 B3 (1 MODULE PER FT) 24 AGILIGHT PS0700-150W-100-277V-2O (32 2 MODULES PER POWER SUPPLY) BOXRAYZ 400 POWER SUPPLY 1 ELECTRIC DISCONNECT SWITCH WITH � 4�••`G E •.�� ♦ 3 8002K43 SEAL 1 A •9• �` 4 J-BOX 58371-1_2 STEEL CITY .1-BOX 2 A • 5 AGI-UL-002 NEW AGI LOGO UL PLAQUE 1 • Program/Customer. • TAT C ADVENT HEALTH SYSTEM • qtr v.d• /� •ee••eO� 4 l- t hterior/Ext.ror: EXTERIOR •all"- AL rEngineer. Type: MONUMENT ROSS THOMAS gs attorr• 1~j7�1 dspeed: 150 MPH FBC 2017 ei ,y„ Dn: `N�7 IIIumination: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' ALA11O1lr a„w.ro : Voltage: MULTI SCALE:1:12 AHS-L-4-IL-150 4 3 2 1 SHEET b OF 6 C:\AGI PDM\Customers\Advent Health\AHS-L-4-IL\AHS-L-41L a 002 418 f. 41 ' �• 44, Zephyr Haven NursingHeme't ve - - ; J_ * GoogleEarth s M N I LE • 4 3 2 I 1 RBA Structural Engineering,LLC REVISIONS Engineers ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 227 Franck Leading Drive Naslvie TN 3722! UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: DESIGNED IN ACCORDANCE B4,4-B2,6BA C 31257 SHT 6 FOR LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES. 09/19/2018 AM 11111TH FLORIDA BUILDING CODE SHT 3 CHANGED NI (2017) SECTION 16 A4,B4 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR 18 WIND LOAD ASCE 7-10 150 MPH WIND LOAD RISK CATEGORY II [ : : fl z EXPOSURE C I ç ) 'NAL®Pu siRuerv.AL COUPONBiia ONLY- _ R b.d..nr s..lrw e..as.�nrwt a...,IM bg. M.T.•M•••r w1.r. B SECTION K-K B 4 2 9 7i / 1 jj J1 2 f F 13' ' 79" s 37 „ 36 „ H 4/X D 6 K K$" v N DETAIL L ll l5Ll u +�,�i .• G•E .`s(/� SCALE 1 :2 ;�+'• aTE A r�►r�.....�NtT fistton: 6704 A!Jif- riZ' t10Tl: 9229 Pro�am/Custome SECTION J-J ADVENT HEALTH SYSTEM Interior/Exterior. EXTERIOR Sign Type: MONUMENT Engineer: ROSS THOMAS Windspeed: 150 MPH FBC 2017 rumination: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' PM NUMer voltage: MULTI SCALE:1:16 AHS-L-4-IL-150 4 3 2 1 SHEET 5 OF 6 C:\AGI PDM\Customers\Advent HeaRh\AHS-L-4-IL\AHS-L-44L • 4 3 2 I 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: 3-84,B2,6-B4 C 31257 SHT 6 FOR LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES. 09/19/2018 AM SHT 3 CHANGED 5-A4,5-B4 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR RBA Structural Engineering,LLC Engineers 227 Fraacb Laadly DAw Na.hvilt.TN 37220 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6Th EDITION(2017) 7 SECTION 16 WIND LOAD B ASCE 7-10 B 6 150 MPH WIND LOAD 4 ,,,��ii��s�ii�•���,,, RISK CATEGORY II EXPOSURE C ,�, •••`c' E N •.� �,I irat®FM arauCTuaaL tw�PONBfl ONLT- 3 + v• �♦ O !►•� • . It b aiwrW to Mt..tMs de.rnwr....rw r,,. 2 r � • r I � i a • i � �C •O: TATE O- xiø •,� .ONAL FoO + I R6gist at;Of: 67C 4 Q Auir i fl: 92 .' BOM TABLE:AHS-L-4-iL IkKITEM PART NUMBER DESCRIPTION QTY 10 1 AHS-L-4-IL-01 MAIN BODY 1 2 AHS-L-4-IL-02 CABINET FRAMES 1 3 AHS-L-4-IL-03 CABINET FRAMES 1 4 BOXRAYZ 400 A TWO DIODE LED MODULE 24 9 5 AHS-L-4-IL-05 FLEX FACE 1 6 AHS-L-4-IL-05 FLEX FACE 1 7 AHS-L-4-IL-06 SIGN COMP COVER 2 8 8002K43 ELECTRIC DISCONNECT SWITCH WITH 1 SEAL 9 J-BOX 58371-1_2 STEEL J-BOX 2 CITY A 10 AGILIGHT PS0700-150W- BOXRAYZ 400 POWER SUPPLY 1 A 100-277V-2O 11 AGI-UL-002 NEW AGI LOGO UL PLAQUE 1 Program/Customer. ADVENT HEALTH SYSTEM Intedor/Exterbr: EXTERIOR Sign Type: MONUMENT Engineer. ROSS THOMAS AG ' wnndspeed: 150 MPH FBC 2017 Iin,minatlon: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' P Voltage: MULTI SCALE:1:18 AHS-L-4-IL-1 50 4 3 2 1 SHEET 4 OF 6 C:\AGI PDM\Customers\Advent Health\AHS-L-4-IL\AHS-L-4-IL 4 3 2 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: B4,4-B2,6-B4 C 31257 SHT 6 FOR LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES. 09/19/2018 AM SHT 3 CHANGED 5-A4,5-B4 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR RBA Structural Engineering,LLC Engineers 227 French Landing itiv.NashvMe TN 37228 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE C 6TH EDITION(2017) B SECTION 16 WIND LOAD B ASCE 7-10 150 MPH WIND LOAD RISK CATEGORY 11 EXPOSURE C TY'1 "UAL®FOR STRUCTUR L CrroNBR$ONLY" N Is un.whd b.N•r thb a•wnw*r aw•a by. Q IJ LIt:J�JU t]LI U P 0' v • •fin 6 0 4 • • w TAT 3 R€gist►at:ort: 67024 ALA tlu i� tt: 9227 BOM TABLE:AHS-L-4-IL ITEM PART NUMBER DESCRIPTION QTY A A 1 AHS-L-4-IL CABINET ASSEMBLY 1 2 AHS-CAB-ST-3S-52LG-8.5BP CABINET STEEL FRAME 1 3 AHS-FDN-ST-3S-40LG-8.56P FOUNDATION STEEL FRAME 1 Program/Customer. ADVENT HEALTH SYSTEM kdeda/Exterior: EXTERIOR Sign Type: MONUMENT Engnet Engineer. ROSS THOMAS windspeed: 150 MPH FBC 2017 Mummation: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' Past Nianbar Voltage: MULTI SCALE: 1:18 AHS-L-4-IL-150 4 3 2 1 SHEET 3 OF 6 C:\AGI PDM\Customers\Advent Health\AHS-L-4-IL\AHS-L-4-1L 4I 3 2 1 RBA Structural Engineering,LLC Engineers 227 Foeer Landing Drive Wesr•Me TN arzztt DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6-EDITION(2017) II II II II II $IGN SECTION 1C6AS�N110 LOAD II H II II II 160 MPH WIND LOAD { II II ii II II RISK CATEGORY II ___ U____ __U == H EXPOSUREC - - it — II — II II II — — - - - - - I I I I I I I I II "° ..'°"d slid s. c II II II II II I BII == ____ ====I1==== B - II II II II II II II II II II II II II II 'I II it it I' 2,500 PSI II II II II II CONCRETE GRADE 111 TH � . S±i�i • • r • .. HA L•F't;��� C co `egistrat on: V 7G4 4 bl Irt�� ..+.ufl: D22 4'-On I A A Program/Customer: ADVENT HEALTH SYSTEM hderw/E tw. XTERIOR #5 REBAR x 42"LONG @ 10"O.C. (5X)TOP AND BOTTOM Sign Type: MONUMENT #5 REBAR X 42"LONG @ 10"O.C. (5X)TOP AND BOTTOM Engineer ELIZABETH O.SURFACE AG f (MAINTAIN 3"COVER) Wlndspeed: 150 MPH 2017 FBC SPREAD FOOTING FOUNDATION numinal$on: ILLUMINATED SCALE 1 : 16 voltage: SCALE:116 P-'N - AHS-L-4-IL-150 4I 3 2 I 1 SHEET 2A C:\agi pdm\customers\advent health\AHS-PE-25-IL\AHS-PE-25-IL-150 4 3 2 1 REVISIONS NOTES: ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 1. ALL STEEL UPRIGHTS:ASTM A53 GRADE B UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: 2. ALL STEEL PLATES:ASTM A36 3—B4,4—B2,6—Ba C 31257 SHT 6 FOR LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES. 09/19/2018 AM SHT 3 CHANGED 3. ALL UNDERGROUND COMPONENTS COATED W/ CARBOLINE BITUMASTIC 50. 5-A4,5-64 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR 4. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000PSF AND AN ALLOWABLE LATERAL BEARING OF 150PSF/FT OF DEPTH. 5. TIGHTEN BOLTS TO 1/3 TURN PAST SNUG TIGHT. 6-7" - 1'-1%" B ® GRADE B 3/16 SMAW-E70 7 A 11111511t! 1 1 1 1 __ 14 __ O II I I II I I II II I II t II II I t 11 II II1`p II II II 11 II t II II II c--.YF---. it --=tit--= U' I I ^II II I I I t 11 II I t II - II I ll t II II I t II �O r-,. II I li t II It I t 11 C7 II I lii II II II �8 I II I I t II II II II II i It I I I 11 I t II II Iii II II I t 11 IF' I t „I BASE PLATE DETAIL It 'n II II II II i III 11 11 II 11 -'I. II It II II 11 II II - u u u 2,500PSI u u ;0 CONCRETE 3'-0"� �2-0 -►I GRADE I I I I I 1 I I I I I I I I rI�•••�+�,�� #5 REBAR VERTICALS (3X) EACH FACE 1 1 03"SCH-40 i i T D ��I� #5 REBAR HORIZONTALS (3X) EACH FACE STEEL PIPE i i i '�Q•�•••C• ••• • . ;� (3"INSET) n . VERTICAL SLAB FOUNDATION 1"x08.5" i i ;o i i 7 9 • STEEL PLATE ' ' 4 SCALE 1 :24 RBA Structural Engineering,LL Engineers (� I I I I • • R 1 I +s • 427 inwek Lase6p fsAw Nashville TN S722>f I I • � - .O • pT -� • • E O'F • • 1 s • DESIGNED N ACCORDANCE 1"x08.5" - A` v STEEL PLATE •�t�S•≤•O R 1 O P ��? , �� WITH FLORIDA EDITION zo1 BUILDING CODE +, ••..... a �� ( 7) Q l���©N/�■ S SECTION 16 WIND LOAD 03"SCH-40 N ��+� •.••L•'1♦ ASCE 7-1 0 A 150 MPH WIND LOAD STEEL PIPE 2,500PSI RISK CATEGORY II A CONCRETE R iStrafon: 67014 EXPOSURE C QS%" (A36)THREADED ROD �U11ier+t :l' L1: ItI.I I roe..*-dceK�rro—.. . by- 4 1"EDGE DISTANCE (4x) 1'-b"�I „~ bey• Progam/Customer: SCALE 1 : 12: 12 SCALE 1 :20 :20 TYPICAL MOUNTING DETAIL ADVENT HEALTH SYSTEM Infector/Exterior: EXTERIOR SlgType: MONUMENT 4G ' Enpbeer. ROSS THOMAS windspeed: 150 MPH FBC 2017 INuminafon: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' 1 Part N,n.r Voltage: MULTI SCALE: 1:24 AHS-L-4-IL-150 4 I 3 2 1 SHEET 2 OF 6 C:\AGI PDM\CUSTOMERS\ADVEM HEALTH\AHS-L-4IL\AHS-L-41L 7 4 3I 2 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 2-A4,2-B2,2- B 31257 WELD CALL OUT CHANGED,SLOT LENGTH ADDED, 09/05/2018 AM B4 GRADE DIM ADDED,DETAILED NOTE CHANGED A3 C 31257 REMOVE FDN PG 3 09/17/2018 AM RBA Structural Engineering,LLC Engineers 227 French Laadia8 Drive Nashville TN 37228 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD B ASCE 7-10 B 150 MPH WIND LOAD RISK CATEGORY II EXPOSURE C 'SEAL®PDR$TRYCTURAL eoaow®rts ONLftkilltdhi Y" It Is ielwhd b IIt ad,..l r—bd by. w' t I I 0 1 R€-gist►&t,Of: 67C?4 kUttltJ+ w n 9227 BOM TABLE:AH-DB-48-NIL ITEM PART NUMBER DESCRIPTION CAISSON/DEFAULT/QTY. A 1 AHS-FDN-ST-3S-34LG-8.5BP FOUNDATION STEEL FRAME 1 A 2 AH-DB-48-NIL CABINET ASSEMBLY 1 3 AHS-CAB-ST-3S-54LG-8.5BP CABINET STEEL FRAME 1 Program/Customer. ADVENT HEALTH SYSTEM interior/Exterior: EXTERIOR signrype: DIRECTIONAL Engineer: ROSS THOMAS AG Wlndspeed: 150 MPH IBC 2015 iWmnation: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' , tNVN.r Voltage: SCALE:1:16 AHS-DB-48-NIL-150 4 3 2 1 SHEET 3 OF 5 C:\AGI PDM\Customers\Advent Health\AHS-DB-48-NIL\AH-DB-48-NIL I 3 2 I 1 REVISIONS 1/8"ALUM. EXTRUSION PAINTED ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER MP SOA202SP'NATURAL WHITE' UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED: -SEMI-GLOSS FINISH B4,4-B2,6-B C 31257 SHT 6 FOR LED LAYOUT AND BOM, 3OM,CHANGEDOTS ON SHT 6,PART BUBBLES.O9/19/2O18 AM 1/8"ROUTED ALUM. PANEL CHEMICALLY WELDED TO 1/8"X 1"X1"ANGLE FRAME &PAINTED MP 74410 R174561 'AH DARK BLUE'W/SEMI GLOSS FINISH 5-A4,5-B4 D 32157 ADJUSTED FLEX FACE DIMS 09/20/2018 BR -GRIND EDGES SMOOTH >1/8"ALUM.CLADDING REVEAL PAINTED MP77120 R174561 AH GREEN' W/SEMI GLOSS FINISH B PLAN VIEW B TO MATCH PMS 299'AH LIGHT BLUE' TO MATCH PMS 7691 'AH DARK BLUE' TO MATCH PMS 430 MP 71270'AH GREY' 3M 3630-20'AH WHITE' TO MATCH PMS 7720'AH DARK GREEN' TO MATCH PMS 376'AH GREEN' FLEX FACE IS DIGITALLY PRINTED REV111W DA'T'E: MIRATEC SUBSTRATE AS FOLLOWS: CITY OF ZEYHV L -LOGO TO MATCH LOGO DETAIL LOGO DETAIL BUILDING OFFICIAL____`-� -'ADVENT HEALTH'TO MATCH PMS 7691 -SUB COPY TO MATCH PMS 430 NO SUBSTITUTIONS FOR MIRATEC SUBSTRATE! 6'-7„ COPY IS ROUTED &PUSH THRU FLUSH 3/8"#7328'WHITE'TRANSLUCENT ACRYLIC SECOND SURFACE APPLIED 3M 3635-70'WHITE' DIFFUSER -TYPEFACE:ARIAL NARROW BOLD 1/8"ALUM.CLADDING PAINTED MP 74410 R174561 'AH DARK BLUE' -SEMI GLOSS FINISH A A RBA Structural Engineering,LLC FRONT ELEVATION ���� •�•• O �i� REAR ELEVATION En+gineerso : w ' lt .TNsna ADDRESS COPY IS REFLECTIVE FILM 3M 680-10'WHITE' • • E ••�� Pram/Customer: 227Fr..ohLan -TYPEFACE:ARIAL NARROW BOLD . . 9 ADVENT HEALTH SYSTEM DESIGNED IN ACCORDANCE 6 WITH FLORIDA BUILDING CODE • I,�.,io,/ �,�, EXTERIOR 6Th EDITION(2017) SECTION 16 WIND LOAD p• ASCE7-10 Sign Type: MONUMENT AGI 150 MPH WIND LOAD ��•' TATS pF �;�f Enpi...r: ROSS THOMAS RIs1CCATEGORY II '• <•••••••9P.•' (/ Windsp..d: 150 MPHFBC2017 EXPOSURE C R IaiSt atiorl: 6709 , �••• OR V,•• (�� �10 v }p„ nr� f ♦ womnanon: ILLUMINATED ADVENT HEALTH LAWN SIGN-4' WL PO aa.ro.ru. sy: AiJ lUa �r..sn: 9�L J ,, @NA`*�t,`��, • Pw AHS-L-4-IL-150 Voltage: MULTI SCALE:1:18 4 3 2 I 1 SHEET 1 OF 6 C:\AGI PDM\Customers\Advent Healh\AHS-L-4-IL\AHS-L-4-IL 4 3 2I 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 2-A4,2-B2,2- B 31257 WELD CALL OUT CHANGED,SLOT LENGTH ADDED, O9/O5/2O18 AM B4 GRADE DIM ADDED,DETAILED NOTE CHANGED 3-A3 C 31257 REMOVE FDN PG 3 09/17/2018 AM RBA Structural Engineering,LLC Engineers 227 F,nd.Landip DAva NashvlH.TN 37226 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 B 150 MPH NAND LOAD B RISK CATEGORY 11 SECTION K-K EXPOSURE C SCALE 1 :8 'sw®F.a anar6tuaaL a0MP0MM ra war It In eelae tid to RKW Wb demewrt s s.Ned by a 5 JAI 2 3 4'1 9„ 311 " 217-41YI6 �o WI�SL�lNIt5B Il I - K �'�i•,.H .r��,, ��:• F'.9�y; DETAIL L • SCALE 1 :2 { cn ❑ STATE :,": ', • A A '. '••.....•. % '••��ONAL,�; t Progam/Customer: SECTION J-J R€:giStration: 6'C?4 ADVENT HEALTH SYSTEM Au .__:.:n: rrr: ' Interior/Ext.rtar: EXTERIOR stgrrryPe: DIRECTIONAL J Engieer. ROSS THOMAS windspe.d: 150 MPH IBC 2015 Eton: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' Pot No,tor voltage: SCALE:1:16 AHS-DB-48-NIL-150 4 3 2 1 SHEET 5 OF 5 C:\AGI PDM\Customers\Advent Health\AHS-DB-48-NIL\AH-DB-48-NIL 4 - 3 2 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 2-A4,2-B2.2- WELD CALL OUT CHANGED,SLOT LENGTH ADDED, B4 B 31257 GRADE DIM ADDED,DETAILED NOTE CHANGED 0q/05/2018 AM 3-A3 C 31257 REMOVE FDN PG 3 09/17/2018 AM 3 RBA Structural Engineering,LLC Engine.rs 227 French Landing Drtwo NashvWe TN 77228 DESIGNED IN ACCORDANCE 2 WITH FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD B COMPONENTS MIRRORED ASCE 7-10 B ON REAR FACE 130 MPH WIND LOAD RISK CATEGORY 11 EXPOSURE C UAL®FOR$TRUCTuRnL WEPMM S ONLY - R Is ud...hd is alter this d....n.nt a•ssaMd tq a Fr.6Waml s.rnssr. .... V • I kN • •r • s 1 4 'F.0 ''qtr+.A,L,•11•e�T� I1 f -Plsti&Atbrl: 67031 4BOM TABLE:AH-DB-48-NIL ITEM PART NUMBER DESCRIPTION QTY. A 1 AH-DB-4&NIL-A01 MAIN BODY WELDMENT 1 2 AH-DB-4&NIL-A03 FACE WELDMENT 2 A 3 AH-DB-4&NIL-A02 FACE PLATE 2 4 AH-DB-4&NIL-A04 1/8"ALUMINUM SHEET CLADDING 1 Program/Customer. ADVENT HEALTH SYSTEM Imedor/Exterior: EXTERIOR Sign Type: DIRECTIONAL Engineer ROSS THOMAS A G windspeed: 150 MPH IBC 2015 illumination: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' P•II Number Voltage: SCALE:1:10 AHS-DB-48-NIL-150 4 3 2 1 SHEET4OF5 C:\AGI PDM\Customers\Advent Healh\AHS-DB-48-NIL\AH-DB-48-NIL 4 3 2 1 REVISIONS Qp ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 3-B4,4-A2 4- D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM B2,B4,6-B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED RBA Structural Engineering,LLC Engineers 227 Freacb Landing Drfv.Nasbvfe TN 37228 [ [IC ] DESIGNED IN ACCORDANCE N11TN FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 g SECTION K-K 150 MPH WIND LOAD 4 2 RISK CATEGORY 11 EXPOSURE C 'WALED FOR STRUCTURAL COU ONBRS ONLY 8 R IS wrAmO.to Yar dls doaso.IS—said y a O M o.w wOle.ar• J � 8'-2X" 1'-1 /6' 1 3-115 3'-93„ bye 2 I I K W ll I�IJ lJI K ' ••9 ' DETAIL L 609 SCALE 1 :2 AT Q �� A t•o #c tration: "-,.' A NA6 >r�hotl a ion: 9223 Program/Customer: ADVENT HEALTH SYSTEM Interiodxteriot EXTERIOR SECTION J-J S4 Type: MONUMENT J ..ijJ Enpfneer ROSS THOMAS Wlnd peed: 150 MPH FBC 2017 Iqumnation: ILLUMINATED I voltage: MULTI SCALE: 1:16 AHS-L-5-IL-150 4 3 2 1 SHEET5OF6 j - C:\AGI PDM\Customers\Advent Heath\AHS-L-SIL\AHS-L-SIL-150 • 4I 3 2 1 RBA Structural Engineering,LLC Engineers 227 Finch La•diag Drive Na•kvm•TN 3722! DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 1 iij l I j 150 MPH WIND LOAD II II II II SIGN RISK CATEGORY 11 l i t i t l i ExPOSURE C I I I L I ••asasm PC a"niucTu airs orar - � M W riwrW to altar 111.•o•waw!r rYM by a I I I I I I I II II II II B M II---II==- II =_II B . L I I �I _ I J it it it li II 2 500 PSI II II II , I iI iI li CONCRETE ___ GRADE �-------- - ------- ________ - - '� tit C E S.• ''i I I ^ I I • I l • * � I I I I • • ` 1 I CV +� .• 1rE i �" • • • • t�lsNa L � ��� 3'-0" R istt nn: 67024 A A Program/Customer. ADVENT HEALTH SYSTEM lnterlor/E,derlor EXTERIOR #5 REBAR x 30"LONG @ 8"O.C. (4X)TOP AND BOTTOM Sign Type: DIRECTIONAL #5 REBAR X 30"LONG @ 8"O.C. (4X)TOP AND BOTTOM Engineer ELIZABETH O.SURFACE AG ' (MAINTAIN 3"COVER) windipeed: 150 MPH 2017 FBC SPREAD FOOTING FOUNDATION Muminatfon: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' SCALE 1 : 16 Voltage: SCALE:1:16 AHS-DB-48-NIL-150 4 3 2 I 1 SHEET 2A C:\agi pdm\customers\advent health\AHS-PE-25-IL\AHS-PE-25-IL-150 4 3 2 I 1 REVISIONS NOTES: ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 1. ALL STEEL UPRIGHTS:ASTM A53 GRADE B 2. ALL STEEL PLATES:ASTM A36 A4,B2 B4 B 31257 WELD CALL OUT CHANGED,SLOT LENGTH ADDED , , 09/05/2018 AM 3. ALL UNDERGROUND COMPONENTS GRADE DIM ADDED,DETAILED NOTE CHANGED COATED W/CARBOLINE BITUMASTIC 50. 3-A3 C 31257 REMOVE FDN PG 3 09/17/2018 AM 4. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING OF 2000 PSF AND AN ALLOWABLE LATERAL OF 150 � 4'1 __ 8%" PSF/FT OF DEPTH. 5. TIGHTEN BOLTS TO 1/3 PAST SNUG TIGHT AirttllDiOtdhi © GRADE B SMAW-E70 1 TYP 3/16" ` ❑ O I I I 1 ICI 1 I ❑ II I II I II II I I II II � II 1 II II II j II II _ II I 1 II 11 111 I It 11 I I 11 08 ' ❑ II 1 11 1 II II I I II 1 C' II 111 I II 11 I 1 II II II II II I I 11 BASE PLATE DETAIL o SCALE 1 :8 II ll II 11 I I 11 II ( II I II II I I II ii I ii I ii 2,500PSI ii ° 1 ii CONCRETE II �� II II u GRADE ii H II ii II n u u u u u I I 1 I 1 t 3'0„ Imo-2'0" 1 I I I 1 I I I i I I I 03"SCH-40 t I I I i I I I 1 I STEEL PIPE #5 REBAR VERTICALS (3x) EACH FACE 1"x �8 1/2" i i in i i ,•� ,.••G• �I #5 REBAR HORIZONT (3x) EACH FACE ( ALS) `� i i i i '\1;••V� S .�` 3"INSET STEEL PLATE 1 1 1 1 v • •9 �'• O 7 4 VERTICAL SLAB FOUNDATION`Structural Engineering,"c 03"SCH-40 SCALE 1:16 u7 Finach Lrwl.sEngno raa.TN 372= rs STEEL PIPE u • • . DESIGNED IN ACCORDANCE I I ' i F i WITH PLORIDA BUILDING CODE j , , �•.� �i 1 /^� �� /� cT EDITION(2017) i • � P.• �`�,V/� ( SECTION 16 MIND LOAD .'�►'•.�R .•,,4',,�� ` ASCE 7-10 A �F+s O� L F 11� { 150 MPH MIND LOAD A © '/;'O (A36)THREADED ROD '• - ...•tit 'st at;Cl{: 67�` f RISKCATEGOR711 1" EDGE DISTANCE (4x) � 9227 EXPOSURE C Ault Idl fes+xt aFwt®sOR$RUCs MCOW ne+aowr n a..nwe•a aw..na...P....w...w. TYPICAL MOUNTING DETAIL ProWam/Cusromer: SCALE 1 :8 016" ADVENT HEALTH SYSTEM 2,500PSI CONCRETE Interior/Extalot: EXTERIOR DIRECTIONAL Engkeer Engine«: ROSS THOMAS windspeed: 150 MPH 2017 FBC mun*K on: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' Pert MmMr Voua .: SCALE:1:16 AHS-DB-48-NIL-150 4 3 2 1 SHEET 2 C:\AGI PDM\Customers\Advent HeaBh\AHS-D&48-NIL\AH-D&48-NIL 4 3 2 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 2-A4,2-B2.2- WELD CALL OUT CHANGED,SLOT LENGTH ADDED, B 31257 09/05/2018 AM B4 GRADE DIM ADDED,DETAILED NOTE CHANGED 1/8"ALUM. EXTRUSION PAINTED MP SOA202SP'NATURAL WHIT!' 3-A3 C 31257 REMOVE FDN PG 3 09/17/2018 AM W/SEMI-GLOSS FINISH 1/8"ALUM. CLADDING REVEAL PAINTED MP77120 R174561 'AH GREEN' TO MATCH PMS 7691 'AH DARK BLUE' TO MATCH PMS 299 'AH LIGHT BLUE' W/SEMI GLOSS FINISH TO MATCH PMS 430 MP 71270'AH GREY' PLAN VIEW 3M 3630-20'AH WHITE' { B TO MATCH PMS 7720'AH DARK GREEN' B TO MATCH PMS 376'AH GREEN' RBA Structural Engineering,LLC Engineers LOGO DETAIL 227•Lech L..dhr$DrM NoshvBb TN 37228 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION(2017) SECTION 16 WIND LOAD ASCE 7.10 150 MPH WIND LOAD RISK CATEGORY 11 EXPOSURE C 4'-1 „ 'VEAL®rorr$ThUCTURM aaPOHWIT.ors r- N b uY.Y.frl to a1Nr .Wb splN by. 3'-1 1 „ w.r...cew.r.. ..... 1/8"ROUTED ALUM. PANEL PANEL W/SURFACE APPLIED rt DIGITAL PRINT.TOP PORTION WHITE WITH FULL COLOR SIGNATURE rt .................................. ..............................: ............................... d GREEN"REVEAL"TO BE PAINTED OPAQUE'AH GREEN' IQ COPY IS REFLECTIVE FILM 3M 680-10 WHITE Cn TYPEFACE:ARIAL NARROW BOLD { 1/8"ALUM. CLADDING REVEAL PAINTED MP 77120 R174561 'AH GREEN' 9 W/SEMI GLOSS FINISH v 1/8"ROUTED ALUM. PANEL CHEMICALLY WELDED TO FRAME PAINTED MP 74410 R174561 'AH DARK BLUE' W/SEMI-GLOSS FINISH aa••. -S s�E •: 3 -►� CITY aF ZEPBt CIAL A REAR ELEVATION to: 4„ FRONT ELEVATION BUILD,NV A 3' p • �� Proyam/customs: • .< ppiVp:'(�••*.:", Zg I( ADVENT HEALTH SYSTEM OINA1. %" Int.rIor/Eaa br: EXTERIOR SignTyp.: DIRECTIONAL Enptrre.r ROSS THOMAS A G RsgiSt at?3f1: 67C?j. Wlndspeed: 150 MPH 2017 FBC AL11r+ :: n: çyi' UkRnk ticn: NON-ILLUMINATED ADVENT HEALTH DIRECTIONAL-4' Pot N,.ro.r vottap.: SCALE:1:18 AHS-DB-48-NIL-150 4 3 2 I 1 SHEET 1 C:\AGI PDM\Customers\Advent Heaih\AHS-DB-48-NIL\AH-DB-48-NIL 4 I 3 2 1 RBA Structural Engineering,LLC REVISIONS Op Engineers ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER NOTES: 227 Fsench Loading DAw Nashae TN 37221 1.)SIGN CONSTRUCTED TO MEET 2014 NEC-600 STANDARD DESIGNED IN ACCORDANCE 3-B4,4-A2,4- D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM 2.)POWER SUPPLIES TO BE CONNECTED TO MAX.20A BRANCH CIRCUIT WITH FLORIDA BUILDING CODE B2,5-84,B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED 3.)NOMINAL SIGN CURRENT DRAW:2.8A SIR EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 150 MPH WIND LOAD RISK CATEGORY II EXPOSURE C -SEAL mw roll STRUCTURAL COYPONDITS ONLY- jIt Is .bwAW to ftw aft docummidmm..Wby. pmMYmwRI mw�—. B H J ".1 1 3 B � 7 5 5 4 3 7 co 4 00 ___ _ _ —/PUl1L1111tiU UH__ I 4 � a 2 2 iv C? 3 La...H J 1 SECTION J-J SECTION H-H i♦s� ��.• ••• .,iQ�Ee BOM TABLE:AHS-L-5-IL-150 •• C S ' ITEM PART NUMBER DESCRIPTION QTY. 1 BoxRayz 400 A TWO DIODE LED MODULE 36 2 AGILIGHT PS0700-150W-100-277V-2O BoxRayz 400 POWER SUPPLY 2 A / 3 J-BOX 58371-1_2 STEEL CITY J-BOX 2 A • � •� 4 8002K43 ELECTRIC DISCONNECT SWITCH WITH SEAL 1 • TA P•,•'` ' •/` 5 AGI-UL-002 NEW AGI LOGO UL PLAQUE 1 ••. O R 1 O.• �♦♦ V(' (/D 10 AH-L-5-IL-A13 SIGN COMP COVER 2 ••,• o Pf♦ awam/customer. ADVENT HEALTH SYSTEM III �l'fit)011: �� , Intedor/Exterior: EXTERIOR r�dlS fy;, JiO,ILation: 9223 sigrnrype: MONUMENT Engineer. ROSS THOMAS AG Wlndspeed 150 MPH FBC 2017 IlhnlYnatlon: ILLUMINATED Pmt Nunbr: Voltage: MULTI SCALE:1:24 AHS-L-5-IL-150 4 3 2 I 1 SHEET 6 OF 6 C:\AGI PDM\Custonmers\Advent Health\AHS-L-5-IL\AHS-L-5-IL-150 4 3 2 l REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 3-B4,A2,B2,5- D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM B4,6-B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED RBA Structural Engineering,LLC Engineers 1 3 227 French Laadiry Drive Na.bvMs TN 37225 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6 6TM EDITION(2017) SECTION 16 WIND LOAD 4 ASCE 7-10 150 MPH WIND LOAD B B RISK CATEGORY 11 EXPOSURE C 2 REALM PO R STRUCTURAL COMPONENT.ONLY" It b•niw1W to at..this dscwo d an a•abd by a • n a`,�1?;•��C sue• a�,�I �tirrr r rs.>t�N� j 5 BOM TABLE:AHS-L-5-IL-150 ITEM PART NUMBER DESCRIPTION QTY. I AH-L-5-IL-A01 MAIN BODY 1 2 AH-L5-IL-A02 CABINET FRAMES 1 3 AH-L-5-IL-A03 CABINET FRAMES 1 g 4 LS-BOX400-DLW-1 B3 (1 MODULE PER FT) 36 5 AGILIGHT PS0700-150W-100-277V-2O (32 BoxRayz 400 POWER SUPPLY 2 MODULES PER POWER SUPPLY) 6 AH-L-5-IL-All 1 7 8002K43 ELECTRIC DISCONNECT 1 SWITCH WITH SEAL A 8 J-BOX 58371-1_2 STEEL CITY J-BOX 2 A 10 AGI-UL-002 - NEW AGI LOGO UL PLAQUE 1 11 AH-L-5-IL-A13 SIGN COMP COVER 2 Program/Customer. ADVENT HEALTH SYSTEM Intedar/Exterior: EXTERIOR sign Type: MONUMENT AGI Engineer. ROSS THOMAS wMdspeed: 150 MPH FBC 2017 irumination: ILLUMINATED Part NOrto Voltage: MULTI SCALE: 1:16 AHS-L-5-IL-150 4 3 2 SHEET 4 OF 6 C:\AGI PDM\CUSTOMERS\ADVENT HEALTH\AHS-L-5-IL\AHS-L-5-IL-150 4I 3 2 I 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER B4,4-A2,4-B2, D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM 5-84,6-B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED RBA Structural Engineering,LLC Engineers 227 Fw■ea u.ery onw Na.AvO.TN s7z:s DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 B 150 MPH LOAD RISK CATEGORY ATEGTEGORY 11 � EXPOSURE C p IL11 Q Q p f�Y, M Q Fj r•� 'SEAL®WRWTRUCTURALCOrIONEMMONLV- IL JI Il.11 lll'IL JI—lUl 11 JI IVI Il JI N h ninNrl b aN•r 1pfs Mouwnt r arlw y a perp•Iwnl awEYr•r. ��Z H • S��'�� O 7 4 :nr • • r • e • R 1 • 2 ge9istration: ^--^ 9 2 3 BOM TABLE:AHS-L-5-IL-150 A ITEM PART NUMBER DESCRIPTION QTY. A 1 AH-L-5-IL-A ASSEMBLY 2 AHS-CAB-ST-4S-63LG-9BP CABINET STEEL FRAME 1 3 AHS-FDN-ST-4S-49LG-9BP FOUNDATION STEEL FRAME 1 Program/Customer: ADVENT HEALTH SYSTEM Interior/Exterbr: EXTERIOR Sign Type: MONUMENT Engrteer. ROSS THOMAS AG Wlndsp.ed: 150 MPH FBC 2017 iltumination: ILLUMINATED Part Nw♦ar. Voltage: MULTI SCALE:1:32 AHS-L-5-IL-150 3 2 1 SHEET 3 OF 6 C:\AGI PDM\CUSTOMERS\ADVENT HEALTH\AHS-L-5-IL\AHS-L-5-IL-150 4I 3 2 1 RBA Structural Engineering,LLC Engineers 227 Fr.aci La.Np Drf a Na"Mrlu.TN 37226 DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE _ ___ —__ 6Th EDITION(2017) ___ _ II II II I I SECTION1166 WIND LOAD II II I I II II II SIGN 180 MPH MRND LOAD II II II I I II RISK CATEGORY 11 EXPOSURE C 11 IyI� II II II II _ II �I � I� � � "hr,iarAd�a�Pow�OswnwRswatad bya II II II II II "'a"a"•"'''"r . 1 � c II II II II II B1 II-=== ____ ====I6==== B II II it II II II II it II II II II II II II II II II II II 2,500 PSI j II II II II 11 CONCRETE II II II II II GRADE r • y:•avft s�••a"9,�i .m. , ; STATE *IF :vl: trnnt1r Registration: r-• '? 4'-O" /;Ltthotization: 9220 A A Progam/Customer ADVENT HEALTH SYSTEM inwor/Exted« XTERIOR #5 REBAR x 42"LONG @ 10"O.C. 5X TOP AND BOTTOM SignType: MONUMENT ( ) #5 REBAR X 42"LONG @ 10"O.C. (5X)TOP AND BOTTOM Enor+eer. ELIZABETH O.SURFACE AG ' (MAINTAIN 3"COVER) wlndspe.d: 150 MPH 2017 FBC SPREAD FOOTING FOUNDATION Numinaton: ILLUMINATED SCALE 1 : 16 voMaye: SCALE:1:16 P"'"°^•'° AHS-C-5-IL-150 4I 3 2 I 1 SHEET 2A C:\ogi pdm\customers\advent health\AHS-PE-25-IL\AHS-PE-25-IL-150 4 3I 2 I 1 REVISIONS NOTES: ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 1. ALL STEEL UPRIGHTS:ASTM A53 GRADE B 2. ALL STEEL PLATES:ASTM A36 3-B4,4-A2,4- D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM 3. ALL UNDERGROUND COMPONENTS COATED B2,5-B4,6-B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED W/CARBOLINE BITUMASTIC 50. 4. FOUNDATIONS ARE DESIGNED FOR AN RBA Structural Engineering,LLC ALLOWABLE SOIL BEARING OF 2000PSF AND Engineers AN ALLOWABLE LATERAL BEARING OF Yt7 Fn.eeh LeaAiy oAw NaskvII T 137221 150PSF/FT OF DEPTH. 8'-2 " DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 5. TIGHTEN BOLTS TO 1/3 TURN PAST SNUG TIGHT. 6Th EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 SMAW-E70 130 MPH WINO LOAD B TYP 3/16 ® RISK CATEGORY II 07" W GRADE EXPOSURE C I Foil enAICTURU t roKIPM OMr Q Q I11 rl(11 n b MIw"m dNr Mb doomm tr WW by• / \\ LT' U ISIJ U I 1 \ 1 Q 14 1 1 Li1 - c = , II N II , 11 , II II , , II ' BASE PLATE DETAIL 11 ==+==r7ll1I--I rr - __ U' - �'---•�-- rr- CONCRETE u 11ON ' 04 SCH-40 10 f STEEL PIPE i � GRADE 1 1 2, ��--►i STEEL PLATE ' ' 1 I .•••• Q:•• C N #5 REBAR VERTICALS (3X) EACH FACE 1 1 i •�,� • ••.9 REBAR HORIZONTALS (5X) EACH FACE 1 ' (3"INSET) i I I � 1"X 09 `° • a1 VERTICAL SLAB FOUNDATION STEEL PLATE U, O•e► S A >F CALE 1 :24 ./1l -� 04"SCH-40 I 1 I 1 I ul 11 A STEEL PIPE , ,,7 OVA ��� R IStt•atl0n: 6702� A� tr�reL ll!l1111 ik O1zal#ion: 9220 03/4"(A36)THREADED ROD 2,500PSI 1"EDGE DISTANCE (4X) CONCRETE '° Program/Customer: TYPICAL MOUNTING DETAIL ADVENT HEALTH SYSTEM { SCALE 1 :8:8 Mien«/Exterior: EXTERIOR 02-0 CAISSON FOUNDATION sign Type: MONUMENT Engk..$. ROSS THOMAS A■ G ' windspeed: 150 MPH FBC 2017 Y uminanon: ILLUMINATED P.P&,*.: Voltage: MULTI SCALE:1:24 AHS-L-5-IL-150 4 3 2 1 SHEET 2 OF 6 C:\AGI PDM\CUSTOMERS\ADVENT HEALTH\AHS-L-5-IL\AHS-L-5-IL-150 4 3 2 1 REVISIONS ZONE REV. ECR NUMBER REV CHANGE DATE DRAFTER 3-B4,4-A2,4- D 31288 UPDATED:SHT 4 BOM WITH ELECTRICAL COMPONENTS.ADDED:SHT 6 FOR 09/19/2018 AM 1/8"ALUM.EXTRUSION PAINTED B2,5-B4,6-B4 LED LAYOUT AND BOM,NOTES ON SHT 6,PART BUBBLES.SHT 3 CHANGED MP SOA202SP'NATURAL WHITE' W/SEMI-GLOSS FINISH 1/8"ALUM.EXTRUSION PAINTED MP74410 R174561 'AH DARK BLUE' 1 W/SEMI-GLOSS FINISH TO MATCH PMS 7691 'AH DARK BLUE' TO MATCH PMS 299 'AH LIGHT BLUE' C� BACKSIDES PAINTED 3M 3630-20'AHWHITE' TO MATCH PMS 430 MP 71270'AH GREY' MP77120 R174561'AH GREEN' W/SEMI GLOSS FINISH TO MATCH PMS 376'AH GREEN' TO MATCH PMS 7720'AH DARK GREEN' B RBA Structural Engineering, r L A N VIEW LLC B 1/8"ALUM. CLADDING REVEAL PAINTED Engineers MP77120 R 174561 'AH GREEN' LOGO DETAIL 227 French Landing Orals NasbvMe TN 37228 W SEMI GLOSS FINISH / DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6Th EDITION(2017) SECTION 16 WIND LOAD ASCE 7-10 FLEX FACE IS DIGITALLY PRINTED 150 MPH WIND LOAD 1/8"ALUM. CLADDING REVEAL PAINTED MIRATEC SUBSTRATE AS FOLLOWS: RI CATEGORY II EXPOSURE C MP 77120 R174561 'AH GREEN' -LOGO TO MATCH LOGO DETAIL aL®.aa W/SEMI GLOSS FINISH -'ADVENT HEALTH'TO MATCH PMS 7691 .sft , a«rL.- atasso a�a+..n+m.�wi.a.aw..ers.wesy. -SUB COPY TO MATCH PMS 430 II NO SUBSTITUTIONS FOR MIRATEC SUBSTRATE! 8-2/8 AdvefltHeth IS ROUTED&PUSH THRU FLUSH 3/8"#7328 Ad ft 'WHITE'TRANSLUCENT ACRYLIC. SECOND SURFACE APPLIED 3M 3635-70'WHITE' DIFFUSER -TYPEFACE:ARIAL NARROW BOLD � I 1/8" ROUTED ALUM.PANELS CHEMICALLY WELDED TO FRAME PAINTED MP 74410 R174561 'AH DARK BLUE' W/SEMI-GLOSS FINISH ADDRESS COPY IS REFLECTIVE FILM 3M 680-10'WHITE' III -TYPEFACE:ARIAL NARROW BOLD A :y♦ F� e•�. REAR ELEVATION A FRONT ELEVATION Lw; 9 ( Program/Customer: e w j ��.,�,Ip�q �� �. �f ADVENT HEALTH SYSTEM CITY BUILDING O"ICIALP.e•��� � r j Inta++«/exterior EXTERIOR ! ••• '•• � sign Type: MONUMENT engineer ROSS THOMAS „ 70 Mnndspeed: 150 MPH FBC 2017 a1ct, it.i 0f1. 6 •� .-,t T, !) IBuminaflon: ILLUMINATED vo8age: MULTI SCALE:1:24 AHS-L-5-IL-150 I 4 3 I 2 I 1 SHEET 1 OF 6 C:\AGI PDM\CUSTOMERS\ADVENT HEALTH\AHS-L-5-IL\AHS-L-5-IL-150 I,