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HomeMy WebLinkAbout18-20487 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20487 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20487 Address: 6748 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-02500-0020 Improv. Cost: 17,500.00 OWNER INFORMATION Date Issued: 12/06/2018 Name: FLORIDA HOSPITAL ZEPHYRHILLS INC Total Fees: _ 255.00 Address: 7050 GALL BLVD Amount Paid: 255.00 ZEPHYRHILLS, FL. 33541-1347 Date Paid: 12/06/2018 Phone: Work Desc: INSTALLATION MONUMENT SIGN 15 X 7.5 W/ ELECTRIC CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 187.50 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 �O l I \, Ins ections Required FO TER 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. 1 CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER THIS INSTRUMENT PREPARED BY: 2018181247 Name: V {� Address: b SO i vd Rcpt:2001028 Rec: 10.00 DS: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT - 10/25/2018 E. M. , Dpty Clerk PAULA 5.0-NEIL,Ph.D.PRSCO CLERK 8 COMPTROLLER Permit Number: 10/25/2018 02:02 m 1 of 1 Parcel ID Number: 0 Z - z` z l O di 0 . O Z J dy— O O Z 0 OR SK �0I P 9 G 1845 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:(Lega(description of the property and street address if available) FHPG-022 Pulmonary and Critical Care, Urology _ 2.P,o�,u,e l lS ��„�l �►. —4�-+��s 6748 Gall Boulevard V,o p q 55 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: FLORIDA HOSPITAL ZEPHYRHILLS INC. 7050 Gall Boulevard Zephyrhills FL 33541 Interest in property: Owner 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 33543 5. SURETY(If applicable,a copy of the payment bond is attached):Name: Address: Amount of Bond: 6. LENDER:Name: Phone Number: Address: T. 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) 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 1, 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,)declare that I have read the foregoing and that the facts stated in Ware true to the best of my knowledge and belief. AA&)-n'- Dawn Vaughan, Director/Agent for AHSSunbelt (Signature of Owner or Lessee,or Owner or essee'a (Print Name and Provide Signator/s Title/Office) Authorized Oflicer/Director/PartnerlM r) State of {y 1 br i A 0% County of P Y'V\ i Rt) £ The foregoing Instrument was acknowledged before me this 7) day of 00-AQ 20 O by 'a w'n • cL U'( Who is personally known to me IXOR Name of person makings ement who has produced Identification❑ type of identification produced: SARgFiSNEATH -- . + MY CO Notary Signature MMISSION 9 FF 204153 EXPIRES:June 26,2019 '_;;;t4 ' Bonded Thre NolarypubGc Underwriters STATE OF FLORIDA, COUNTY OF PASCQ 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 WITNES' Y HANDMOFL EAL T IS DAY OF2 � r� AUL S. 'NEIL, MPTROLLER t L 's Poll h, x�sy BY PUTY CLERKr. Q CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20487 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20487 Address: 6748 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: HYRHILLS Est. Value: Parcel Nu - - 0 500-0020 Improv. Cost: 17,500.00 OWNER INFORM IO Date Issued: ?one: FLORIDA HOSPITAL ZEP YRHILLS INC Total Fees: 255.00 Ass: 7050 GALL BLVD Amount Paid: ZEPHYRHILLS, FL. 33541-1 47 or esc: INSTALLATIOV MONUMENT SIGN 15 X 7. W/ ELECTRIC Ir CONTRACTORS APPLICATIO OTT SIGN SERVICE, INC SIGN 187.50 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 Ins ections Re uired FOOTER 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. CONTRACTOR SIGNATURE PERMIT OFFICER PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 6 Phone Contact for Permitting — Owner's Name o / / / /s Owner Phone Number Owner's Address I 7CM C72(1 Ny zlphi IJ Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple,Titleholder/Addr`es/s // ) JOB ADDRESS C97Z LOT# SUBDIVISION F PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR B ADD/ALT 0 SIGN [t� Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION-• - Ot BLOCK Q FRAME = STEEL = i •, DESCRIPTION OF WORK /�54a`l DYLQ dkm yl(a� 410M Unlzw ca��i?ec exlS7 Y?011- i ° BUILDING SIZE SQ FOOTAGE HEIGHT 12iUILDING VALUATION OF TOTAL CONSTRUCTION MELECTRICAL $ 5C) d AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ 1� =,MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =OAS Q ROOFING Q SPECIALTY OTHER FINISHED,FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER i �- COMPANY LS�T7 �l rile SIGNATURE ��/� REGISTERED Y/•N FEE CURREN Y/N Address L l /r Q�Y ed w m License# ELECTRICIAN �c4k iPANY =1�0* S1 �YUI SIGNATURE REGISTERED Y'/ N FEE CURREN Y/N j Address L I L C License# TSf Z06 G3 PLUMBER: COMPANY SIGNATURE REGISTERED' Y/ N • FEE'CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y./ N FEE CURREN Address License# OTHER COMPANY SIGNATURE. REGISTERED Y/ N FEE CURREN Y/N Address License# 'RESIDENTIAL Attach,(2)Plot Plans;'(2)sets of Building Plans;.(1)set of.Energy Forms;R-O-W Permit for.new.construction,- Minimum ten(10)working days after submittal date: Required onsite,Construction Plans;'Stormwatet Plans w/Slit Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days.after submittal date.;Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN'PERMIT Attach(2)sets of.Eiigineered Plans. ""PROPERTY,-SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor-sign,back of..application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for-the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER.THE COUNTER-PERMITTING . (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 coritractors,to undertake work-,..they may be regtair"ed to be licensed in-accordance with state and- regulations: `If the contractor is not licensed as required by law, both the owner and contractor-may be-cited fora misdemeanor violation under state law. If the owner or intended contractor'are uncertain-as-to-,what licensing requirements::may-apply#o�the' intended work, they are advised to contact the Pasco CountyBuilding Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has 'hired'`a"contractor or-contractors,. he..is .advised to .have the tco'nfractor('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=Reaotarse.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 pri6r..-to receiving a "certificate of occupancy" or-final power release. If the project does nof"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-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 nodes, 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 . . j 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 Treatr''nent; Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that;the-following,restrictions applyto the use of fill: Use.of hil=is not allowed in`Flood Zone W" unless expressly permitted. If the fill material isi 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-fills 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 i I valid unless the work authorized by.such permit is commenced within six months of permit,issuance, orif 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. Ifwork 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,Y®UP.-PROPERTY. IF YOU--INTEND-TO-OBTAIN-FINANCING;CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR,NOTICE'Of COMMENCEMENT. FLORIDA JURAT(F.S.(17. 3) OWNER OR AGENT a CONTRACTOR Subscribed and sworn t r affirmed) me this Subscribed ands om or affl ed)before me this by by Who Is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped O� viol 1UH • I "V �r�?yf'�"i City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ktl - l Date Received: Site: - -b G A Permit Type: Approved w/no comments: / Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment Yheetall be kept with the permit and/or plans. i Kalvin Ski er Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 10/1/2018 FHPG-022_Pulmonary and Critical Care,Urology Print Book MAN • Site Number: FHPG-022 Site Name: Pulmonary and Critical Care,Urology Recommendation Completed: 2018-07-10 MAN Site Address: 6748 Gall Boulevard Approved: HI_ALTfa s4>'rI:t.1 City/State: Zephyrhills,FL 33542 Date Print: 10/01/2018 Existing Photo Proposed Photo LAdvent Q t Hea,1- Urology 4 Urology Advenith pHealth cGicvl Grou 3 P�;�>t -r •�.:: - � v 1 : .- -- '®ueralY iv7°:Green:"- &Critical Care &Critical Care ®veralil'Face: 3'78.. i I Sid,A side B Existing Proposed Sign Number: 001 Sign Number•=� - ^Ql Overall Height: 15' Existing Sign Type: Monument Sign Type: P-15-IL Overall Width: 7-01/2" w, Face Material: Metal Description: 15rlll_umnatetl;Pylon,nw/Directional Copy Logo Height: Graphics Material: Other Action: Remove and Replace Letter Height: Overall Height: 138" Message A: Illuminated: yes Face Height: 138' Message B: Face Width: 9' Comments: Square Feet: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication/installation.Install new signage using existing Illuminated: Internally 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: Power less than 8'-0' Wall 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 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 morngle 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.01999-2018 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. hftps:Hsignchart4.monigle.nettprintbook.php?site_id=ahsx486 4/10 -Advent Health System 6748 Gall Boulevard Zephyrhills, FL 33542 RBA Job No. 18 4692 CALCULATIONS Sign Type: P-15-I L Designed in accofdance with: Florida Build ingsCode, 6th.Edition (2017) Section 16 Wind Load ASCE 7-10 �. 1501mph wind-load Risk Category II Exposure C 0. tr , a®ade���1•q vo. 109 16.0 m e D 6 Y . . as 6 j _�'�y�+•,'�'"� gq �*;o e°g�ro,gym ����f/ � `S AN S ^ � °•a sssi•�,9 �Q� 4� Rfgistr ton: 67094 ! ALAho1'izattion: 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 Aovent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS tL 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 6.59 ft. 15 ft. 3.15 ft. Overall Column Soil Backfill Height, h Height,c Above Caisson, D is is ft. 1 ft. MAIN COLUMN SECTION PROPERTIES: Section: Pipe6XXS COMPACTSECTION Fy = 35 ksi E= 29000 ksi C= 42.83 in 3 A= 14.70 in.2 1 = 63.50 in.4 D/t= 8.23 OD= 6.63 in. S= 19.20 in.3 [D= 4.90 in. r= 2.08 in. Ides= 0.81 in. Z= 27.40 in.3 DEAD LOADS: Sign Weight= 12 psf Concrete= 150 pcf Column Weight= 53.20 lb/ft Soil= 90 pcf Project Advent Health ROSS BRYAN ASSOCIATES,INC. Sheet No. 3 of 6 Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 910k03 NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: .Length, B= 6.59 ft. Height, s= 15 ft. OAH Above Grade, h = 15 ft. Depth = 0.75 ft. Asign= 98•9 ft2 WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256 * KZ* KZt* Kd*V2 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 1 b/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= 0.44 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.57 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= 55.54 Ib/ft2 center equal to 0.75' CASE B: resultant acts normal to the sign face at a distance of 1.32'toward the windward edge and 0.75' above the geometric center LRFD Loading: Use wind pressure= 55.54 lb/ft' for 1.0*W from ASCE 7-10, Section 2.3.2 ASD Loading: Use wind pressure= 33.33 1b/ft2 for 0.6*W from ASCE 7-10, Section 2.4.1 Project` Advent Health 00 ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS fk3 NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe6XXS 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= 1.19 kips Sign, PW= 3.29 kips 9.25 ft. Total Service Moment at Base: M = 30.47 k-ft Yielding Strength: Mn= MP=Fy*Z. Mn= 79.92 k-ft AISC Specification F8-1 Mn/1)= 47.85 k-ft > M = 30.47 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 4.82 k-ft Torsional Strength: Tn=F«* C Tn= 74.95 k-ft AISC Specification H3-1(a) Tn/f2= 44.88 k-ft > T= 4.82 k-ft O.K. Service Axial Load: P= 1.98 kips Compressive Strength: AISC Specification Table 4-6 Pn/f2= 54.8 kips > P= 1.98 kips O.K. Service Shear at Base: V„= 3.29 kips Shear Strength: V„=F,*Ag/2 Vn= 154.35 kips AISC Specification G6 Vn/0= 92.43 kips > V= 3.29 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 H1-1b= 0.65 < 1.0 O.K. Project: Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS dro&00 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 = 1/4 SWeid= 6.56 in Stiffener fillet weld size= 1/4 Wind Load and Moment: M = 30.47 k-ft PW= 3.29 kips Transverse Load In Weld = (M/SWeid)*(effective throat) = 9.85 kips/in Longitudinal Load In Weld = P/(LWeid) = 0.50 kips/in Total Load In Weld = Transverse + Longitudinal = 7.06 kips/in AISC Specification J2-5 (1+0.5*sin1*5(D) (1+0.5*sinL5(D) Weld Design Strength, Rn/f2= (0.6*Fe.)*(Effective Throat)/0 AISC Specification J2 Rn/fZ = 3.71 kips/in < 7.06 kips/in USE 3/8 in. stiffeners Total Load in Weld With Stiffeners= 3.35 kips/in < 3.71 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: f)b= 1.67 AISC Specification F1 Oc= 1.67 AISC Specification E1 Oboit= 2.00 AISC Specification J3 Base Plate: Diameter, D= 18 in. Dia.to Bolts, d = 15 in. Fy= 36 ksi Anchor Rods: No. of Bolts= 4 Slot Length = 2 in. Size of Bolts= 1 in. Bolt Spacing= 10.61 in. ASTM Designation= A36 Tensile Stress, F„= 58 ksi Base Plate Separation = 1 in. Wind Load Moment: M = 30.47 k-ft Dead Load at Base: Pd= 1.98 kips Max Anchor Tens.: T= 16.74 kips Capacity: Rnt/O= FntAb/O= 17.08 kips O.K. Max Anchor Comp.: P= 17.73 kips Capacity: Rn,/Q= F«Ab/12= 16.92 kips Within 5% Max Anchor Shear: V= 2.75 kips Capacity: Rnv/O= Fn,Ab/O= 10.25 kips O.K. Combined Tension and Shear: R'nt/f2= 17.08 kips > T= 16.74 kips O.K. Plate Thickness: tmin= 1 in. Use 1 1/4 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 28.27 kips Friction Force = 3.96 kips Torsional Force= 1.93 kips < 3.96 kips O.K. Project' Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS ti3 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 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 = 0.83 ft qa= 12000 psf Total Service Wind Load: P,N= 3.29 kips Total Service Moment at Base: M = 30.47 k-ft Rectangular Spread Foundation: Length = 8 ft. Width= 4 ft. Depth= 3.25 ft. Dead Load, Pd= 20.77 kips Overturning Moment, M.= 45.56 k-ft Resistive Moment, Mr= 83.09 k-ft Mr/Mo= 1.82 > 1.5 O.K. Eccentricity,e= M/Pd= 1.47 ft. kern, k= 1.33 ft. e >k Bearing Pressure, qma„= 1366.78 psf < qa= 2000 psf O.K. Moment in Footing Mu= 47.31 k-ft Use 6 No. 5 Bars Top and Bottom - Length. Use 11 No. 5 Bars Top and bottom -Width. Moment Capacity, (DM,= 291.13 k-ft > M„= 47.31 k-ft O.K. Check Shear,V„= 2.18 kips/ft Shear Capacity, (D*V„ = 32.12 kips/ft > Vu= 2.18 kips/ft O.K. project:, Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 model P/PE-15-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS tllkNASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.2D+W ASCE 7-10,Section 2.3 Resistance Factors: Opiain= 0.6 ACI 318-14 Ov= 0.75 ACI318-14 Ob= 0.9 ACI 318-14 PC = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1.08 ft Total Wind Load: P, = 3.29 kips Total Service Moment at base: M = 30.47 k-ft Circular Caisson Foundation: No.of Caissons= 1 Diameter= 2.5 ft. Depth = 8.5 ft. M(top of caisson)= 30.47 k-ft Height to Pv,, h = 9.25 ft. Required Depth,d = 8.13 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 50.79 k-ft No reinforcing required with embedded pipe Vertical Slab Foundation: Length = 2.5 ft. Width = 4 ft. Depth= 6.75 ft. M(top of slab)= 31.30 k-ft Height to PW, h = 9.50 ft. Required Depth, d = 6.36 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, Mu= 52.16 k-ft Use a minimum of 5 No. 5 Veritcal Bars on Each Face Use a minimum of 8 No. 5 Horizontal Bars on Each Face Moment in Footing, M„= 181.11 k-ft > M„= 52.16 k-ft O.K. Socket Bearing Width, b= 5 in. Embedment, d = 33 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M + P,,,*d/2)*(6/d`)+ P,,,/d = 0.49 psi O.K. b Minimum Bearing= (M + P,,,*d/2)*(6/d`) - P,,,/d = 0.45 psi O.K. b 10/1/2018 FHPG-022_Pulmonary and Critical Care,Urology Print Book ` AN • Site Number: FHPG-022 Site Name: Pulmonary and Critical Care,Urology Recommendation Completed: 2018-07-10 Wpm ' Wnhs� Address: 6748 Gall Boulevard Approved: Pi[ALTH-5Y5TE1.1' - City/State: Zephyrhills,FL 33542 Date Print: 10/01/2018 " FHPG-022-Medical Office 6748 Gall Blvd, Zephyrhills FL 33542 x-R•mw N•Nw JIM 17 R•tq•rA•r•iRefAe• K L•Ms.• V } \e WV f 1-1 %718 Gall Blvd- Google monigie 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 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.nettprintbook.php?site_id=ahsx486 10/10