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HomeMy WebLinkAbout18-20365 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20365 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Number: 20365 Address: 37834 MEDICAL ARTS CT xmit Type: SIGN ZEPHYRHILLS, FL. iss of Work: MONUMENT SIGN Township: Range: Book: oposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 34-25-21-0080-00000-0030 Improv. Cost: 13,050.00 OWNER INFORMATION Date Issued: 10/25/2018 Name: FL HOSPITAL OF ZEPHYRHILLS Total Fees: 232.50 Address: 7050 GALL BLVD Amount Paid: 232.50 ZEPHYRHILLS, FL. 33542 Date Paid: 10/25/2018 Phone: (813)788-0411 Work Desc: INSTALL MONUMENT SIGN W/EXISTING ELECTRIC CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 165.00 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 FOOTER 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. 0jjt\ &-- 64q� CONTRACTOR SIGRATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER y O i'LQNiIUN. City ofZephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 144 &=;4� Date Received: �= c Site: 3(1 t Permit Type: 4 e V Approved w/no comments:❑ Approved w/the below comments: P, Denied w/the below comments: C] This comment sheet shall be kept with the permit and/or plans. /A— 9� lans Examiner Da a Contractor and/or Homeowner (Required when comments are present) .� I illlll IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII Iill IIII 2018181249 THIS INSTR ENT PREP gRED U BY: Name: CVVJr-% V 'h alk.% Address: S;2 /yi Rapt:2001032 Rec: 10.00 35'H DS: .0.00 IT: 0.00 10/25/2018 E. M. , Dpty Clerk NOTICE OF COMMENCEMENT PAULA S.0'NEIL,Ph.D.PASCO CLERK g COMPTROLLER Permit Number: 10/25/2018 02:06 m 1 f 1 Parcel ID Number. �'y'- Z5 ZI . b 6 6 b. o 6 3 v 0 —007 7- OR BK �8@9 PG 1847 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) FHZH-004 West Florida Health Home Care gAhoc, A a- $WcAnt y- 0,.e 1.14s1- 3 37834 Medical Arts Q., Suite B ,A-Ri4-,r Zephyrhills, FL 33541 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. 37834 MEDICAL ARTS CT STE B ZEPHYRHILLS FL 335 I/r 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 51S43 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 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 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 be waAA)-�,— Dawn Vaughan, Director/Agent for AHSSunbelt (Signature of Owner or Lessee,or Owner ssee'e (Print Name and Provide Signatory's Tide/Office) /'/Authorized OflicedDirectodPaMedMe ge) State of F 0/'1 JA- Coun of sLI'1't f oa al tY �o The foregoing Instrument was knowledged before me this �3 day of 20 by �o/�� ki �a'4 Who is personally known to me OR Name of person making statement who has produced Identification❑ type of Identification produced: a)i '''1' ANNE'MApIEGREEp Notary Signature _* :•: MY COMMISSION Y FF lW191 EXPIRES,December 29,2018 #4 t� .�011�8d ThN Ntl)2ty PabGe Undawritan "I'I-OF FLORIDA, COUNTY OF PASCO TO CERTIFY THAT THE FOREGOING IS A D CORRECT COPY OF THE DOCUMENT y r.?.. A::..- . .� �0 OR OF PUBLIC RECORD IN THIS OFFICE T OJT 'IWI ' _ HAND ANDOFRQAL SEAL THIS ° m AY OF 2C�I 0' EIL, CLE OMPTROLL R ��,' a DEPUTY CLERK 813-78"020 City of Zephyrhi!!s Permit Application Fax-e13480-0021 i Building Department Date Received ] Phone Contact for Permittin g ,. Owner's Name f tOV lda { }S 1�e� ' ah S Owner Phone Number Ownees Address G7�r� 1''+�U1t0+ 7t& % Owner Phone Number Fee Simple Titleholder Name �^ owner Phone Number Fee Simple Titleholder Address JOB ` t {�� �^ JOB ADDRESS t CT� ! 1 f t'� C t_ � , y` LOT# SUBDIVISION PARCEL ID# 2)-Og©O-O jco"`OU7 (08TAINEDFROM OPERTYTAXROTICE) WORT(PROPOSED a NEw coNsm 8 ADDIALT �� SIGN 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION Q BLOCK p FRAME Q STEEL = _ DESCRIPTION OF WORK 1os-b J d1 t)"Yj1n0( C /l'1C1i`7 M 0 '�'{ t ir C BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $/31 (0 ! VALUATION OF TOTAL CONSTRUCTION [ELECTRICAL $ AMP SERVICE C] PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION Q =GA5 Q ROOFING Q SPECIALTY = OTHER FINI HED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BILA UILDER COMPANY -- 1X b� SIGNATURE REGISTERED I YIN- FZE cuRREt- Y!_N -- ""\\\ t Address1 ELECTRICIAN L -COMPANY Address `l 1 t i OW Y / License# i7 PLUMBER - — { COMPANY SIGNATURE I REGISTERED I Y I N FEE CURRE11 LYLN Address - License#F— - ^� MECHANICAL. F - COMPANY — SIGNATURE REGISTERED YIN FEE CUR -RR'EI, Y 1 N�"' Address i License#l I OTHER COMPANY SIGNATURE REGISTERED I YIN FEE cxIRREJ, Address -- Ucense# 11111111111l1 ! ! ! llll / ll / llllllill111111111iffill fill IIS1111111111lIt RESIDENTIAL Attach(2)Plat Plans;(2)sets of BuildingiPlans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum fen(10)vmrking days after submittal date. Required onsite,Construction Plans,Stormwater Plans vrt Silt Fence Installed, Sanitary Faci ifies&1 dumpster,Site Work Permit for subdivislonsllarge projects COMMERCIAL Attach(3)complete sets of Building Plan's plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)worldng days after submittal date. Required castle.Construction Plans.Stomrwater Plans wl Silt Fence installed. Sanitary FadTiOes&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compriance SIGN PERMIT Attach(2)sets of Engineered Plans. I PROPERTY SURVEY required for all+,NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized j If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(tar the contractor)or Power of Attorney(tar the owner)would be someone with polarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sawers Service Upgrades AfC Fences(PlotlSurveylFootage) t Driveways-Not over Counter If on public roadnvays..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'deed'restrictione which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s)sign portions of the'contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is!not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to'the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as:may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource source 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 applicanL 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. CONTRACTOWSIOWNEWS AFFIDAVIT: I certify that all the information in'this application is accurate and that all work Will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated! I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations In the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, W60and Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. t - Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Areas, Altering Watercourses. I - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone T"unless expressly permitted. tied. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a 'compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, I - If the fill material is to be used in Flood Zone"A in connection with a permitted building using stem wall construction,I certify that fill Will be used only to fill the area Within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit Issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors In plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit issuspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,In writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING 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. FLORIDA JURAT(F-S'!31'()3)OWNER 019"WENY I J X�y6qA_11_ CONTRACTOR S.b.cr b�dak.Fswo%ldlor affi sub s4 ridtV6 &kffimWa t ,,,Jbefo2C,0th1S PdA 1 &2/2 y '-? / by VW? 0L_..(1yk..-wn me r.r hasthave produced Whb IsIbre personally e, is!are P2.r hasibave produced ps identification. as identification. Notary PublicNotary Public Commission No. Commission No. �r'da-N ota r Y P'b I'c 0 n# GG 233648 i"s 0 n Expires October 22, 2022 October i 202 0 a r 2 2 22 2 STE-PHANIE ARCS Name r 11 I.printed6risIffroddiN t: A Name of Notary typed,printed or stamp _State of Florida-Notary Public n11N;11 "MUtate of Florida-Not uhipc Commission # GG 233648 Commission# GG 23�648 MY Commission Expires MY Commission liilmmnAdvewist HEALTH SYSTEM LETTER OF AUTHORIZATION Date: 9/5/18 To Whom It May Concern: 1, Dawn Vaughan, Agent of the Owner,Adventist Health System (AHS)/Adventist Health System Sunbelt Healthcare corporation (AHSSHC) for the following property listed as: FHZH-004 Located at: West Florida Health Home Care 37834 Medical Arts Ct.,Suite B Zephyrhills, FL 33541 Do authorize Lott Signs to obtain a permit for, perform removals, and to install signage on the above- referenced property. Yawn Vaughan Date Director, Brand Strategy 407-357-2083 Owner/Agent Telephone Number STATE OF FLORIDA COUNTY OF SEMINOLE qA Sworn to and subscribed to before me this_41��day of and being ersonally known identification. My commission expires: AAA NOTARY PUBLIC k4U�, ANNE MARIE PEER 12 Y COMMISSION It FF 155997 "AJ C7 -QQPIRES:December 2.9,2018 'd ThTu NOtary Public Underwrfters 80 L Print Name 900 Hope Way Allimonte Springs,Florida 32-14 1 407-357-1000 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� 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 HAI STEPHAME ARC Commission Number MY COMMISSION#FF170898 EXPIRES October 22.2018 My Commission Expires: (407)395 0153 Flondallotary Se,ice.com 0 �, 10/1/2018 FHZH-004_West Florida Health Home Care Print Book SRI • Site Number: FHZH-004 Site Name: West Florida Health Home Care Recommendation Completed: 2018-08-31 Rp to venfist Address: 37834 Medical Arts Ct.,Suite B Approved: "CALTH SYSTE14 City/State: Zephyrhills,FL 33541- Date Print: 10/01/2018 Existing Photo Proposed Photo Elevation O.uerall w/,•Gr een{6 sli'x�8a 2 3%8" _.. �, � � -:Overall Face:6°-0"li.x•7�-r10 3%4'-"�, `; ., AXG .• *5® C. 1 AdventHealth Advent Health vl �oma��e side A Sid.B I Existing Proposed Sign Number: 001 Sign Nu-m-bet"- -,001- Overall Height: 6' Existing Sign Type: Monument Sign Type: M-5-IL Overall Width: 4'-7 3/4" Face Material: Metal Description: L6'Illuminated Monument w/Address,', Logo Height: Graphics Material: Painted Action: Remove and Replace Letter Height: Overall Height: 125" Message A: Illuminated: I Face Height: 125" Message B: Face Width: 78 1/2" 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: 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 fora 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.net/printbook.php?site_id=ahsx536 3/8 Advent Health System 37834 Medical Arts Ct, Suite B Zephyrhills, FL 33541 RBA Job No. 18 4698 CALCULATIONS Sign Type: M-6-1 L Designed in acco dance1with: Florida Building.,Code, 6tth_Edition (2017) Section 16 Winin`dd Load 150�E,p Uwq dllpad / CITY Risk category 11 BUILDIN O,FF3 C A t �� osure C ---�� .r'' °1aY�918�1Jad® I � �i 1 •ey � e W; 67 1 o ti 9 � i ° •N� I •;0 TATE OFORI AL ' 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 ProAct Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 BY EOS IrL 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 8.2 ft. 6 ft. 3.95 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 6 6 ft. 1 ft: MAIN COLUMN SECTION PROPERTIES: Section: PipeSSTD COMPACT SECTION Fy = 35 ksi E= 29000 ksi C= 10.72 in A= 4.01 in.z 1 = 14.30 in.4 D/t= 23.10 OD= 5.56 in. S= 5.14 in.3 ID= 5.05 in. r= 1.88 in. td.= 0.24 in. Z= 6.83 in 3 DEAD LOADS: Sign Weight= 12 psf Concrete = 150 pcf Column Weight= 14.60 lb/ft Soil= 90 pcf Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 3 of 6 MBdel M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS tL NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: Length, B= 8.2 ft. Height, s= 6 ft. OAH Above Grade, h = 6 ft. Depth = 0.75 ft. As;gn= 49.2 ftz 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 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 1 b/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= 1.37 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.43 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= 50.64 Ib/ftz center equal to 0.30' CASE B: resultant acts normal to the sign face at a distance of 1.64'toward the windward edge and 0.30' above the geometric center LRFD Loadine: Use wind pressure= 50.64 Ib/ftz for 1.0*W from ASCE 7-10, Section 2.3.2 ASD Loading.: Use wind pressure= 30.39 1b/ftz for 0.6*W from ASCE 7-10, Section 2.4.1 Projdct Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 BY EOS tL NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe5STD Fy = 35 ksi COMPACT SECTION ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: (2b,T V= 1.67 AISC Specification F1, H3, G1 Service Wind Loads: Moment Arms: Sign Dead Load = 0.59 kips Sign, PW= 1.49 kips 4.30 ft. Total-Service Moment at Base: M = 6.43 k-ft Yielding Strength: Mr,=MP= FY*Z Mn= 19.92 k-ft AISC Specification F8-1 MnIQ= 11.93 k-ft > M = 6.43 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 2.68 k-ft Torsional Strength: T„=F«* C Tn= 18.76 k-ft AISC Specification 1­13-1(a) Tn/f2= 11.24 k-ft > T= 2.68 k-ft O.K. Service Axial Load: P= 0.68 kips Compressive Strength: AISC Specification Table 4-6 PnM= 87.8 kips > P= 0.68 kips O.K. Service Shear at Base: V„= 1.49 kips Shear Strength: Vn= F«*Ag/2 Vn= 42.11 kips AISC Specification G6 Vn/O= 25.21 kips > V= 1.49 kips O.K. Combined Torsion,Shear,Flexure and Axial Force: AISC Specification 1­11-1b Required torsional strength exceeds 20%of design torsional strength. Use AISC equation 1­13-6= 0.64 < 1.0 O.K. Projoct Advent Health 00 ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 Vodel M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 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 S"eid= 3.45 in Stiffener fillet weld size= 0 Wind Load and Moment: M = 6.43 k-ft P v= 1.49 kips Transverse Load In Weld = (M/S,eld)*(effective throat) = 2.97 kips/in Longitudinal Load In Weld = P/(LWeid) = 0.27 kips/in Total Load In Weld = Transverse + Longitudinal = 2.25 kips/in AISC Specification J2-5 (1+0.5*sinl.5(D) (1+0.5*sini's0) Weld Design Strength, R„/i2= (0.6*F,,.)*(Effective Throat)/0 AISC Specification J2 RnM = 2.79 kips/in > 2.25 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 Oo= 1.67 AISC Specification E1 Oboit= 2.00 AISC Specification J3 Base Plate: Diameter, D= 12 in. Dia.to Bolts, d = 9 in. Fy= 36 ksi Anchor Rods: No. of Bolts= 4 Slot Length = 2 in. Size of Bolts= 1 in. Bolt Spacing= 6.36 in. ASTM Designation= A36 Threaded Tensile Stress, F„= 58 ksi Base Plate Separation = 4 in. Wind Load Moment: M = 6.43 k-ft Dead Load at Base: Pd= 0.68 kips Max Anchor Tens.: T= 5.89 kips Capacity: RnA= FntAb/()= 17.08 kips O.K. Max Anchor Comp.: P= 6.23 kips Capacity: RnJIZ= F«Ab/S2= 16.70 kips O.K. Max Anchor Shear: V= 2.16 kips Capacity: Rn„/f2= FnvAb/1)= 10.25 kips O.K. Combined Tension and Shear: R'nt/()= 17.08 kips > T= 5.89 kips O.K. Plate Thickness: tn,;n= 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= 1.78 kips < 3.96 kips O.K. Projoct Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 gbdel M-6-NIL/IL-1S0 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: mpia;n= 0.6 ACI 318-14 (Dv= 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: P,N= 1.49 kips Total Service Moment at Base: M = 6.43 k-ft Rectangular Spread Foundation: Length = 5 ft. Width = 4 ft. Depth = 2.5 ft. Dead Load, Pd= 10.21 kips Overturning Moment, Mo= 12.53 k-ft Resistive Moment, Mr= 25.52 k-ft M,/Mo= 2.04 > 1.5 O.K. Eccentricity, e= M/Pd= 0.63 ft. kern, k= 0.83 ft. e< k Bearing Pressure, gmax= 896.19 psf < qa= 2000 psf O.K. Moment in Footing M„= 13.31 k-ft No Reinforcing Required - Use Minimum Steel Use 5 No. 5 Bars Top and Bottom- Length. Use 6 No. 5 Bars Top and bottom-Width. Moment Capacity, (DMa= 181.11 k-ft > Mu= 13.31 k-ft O.K. Check Shear,V„= � 0.40 kips/ft Shear Capacity, (D*V„= 24.02 kips/ft > Vu = 0.40 kips/ft O.K. Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 Model M-6-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS 913 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 mb= 0.9 ACI 318-14 f'c = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1.08 ft Total Wind Load: PW= 1.49 kips Total Service Moment at base: M = 6.43 k-ft Circular Caisson Foundation: No.of Caissons= 1 Diameter= 2 ft. Depth= 5.75 ft. M(top of caisson)= 6.43 k-ft Height to PW, h= 4.30 ft. Required Depth, d= 5.59 ft. O.K. IBC 2015, Section 1807.3.2.1 Moment in Footing, M„= 10.71 k-ft No Reinforcing Req'd Moment Capacity, OMn= 13.07 k-ft > M„= 10.71 k-ft O.K. Vertical Slab Foundation: Length= 2 ft. Width = 4 ft. Depth = 4.25 ft. M(top of slab)= 6.80 k-ft Height to PW, h= 4.55 ft. Required Depth, d = 4.08 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 11.34 k-ft Use a minimum of 4 No. 5 Veritcal Bars on Each Face Use a minimum of 4 No. 5 Horizontal Bars on Each Face Moment in Footing, M„= 112.25 k-ft > Mu= 11.34 k-ft O.K. Socket Bearing Width, b= 5 in. Embedment,d= 24 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M + P,,,*d/2)*(6/d`)+ P,,,/d = 0.21 psi O.K. b Minimum Bearing= (M + P,,,*d/2)*(6/d`)- P-M = 0.18 psi O.K. b III • • . • : � - � ' - 1 � r` Chapel Home Health •t , I£ �......... 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