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HomeMy WebLinkAbout18-20362 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20362 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20362 Address: 7052 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: 35-25-21-0010-10500-0000 Improv. Cost: 75,050.00 OWNER INFORMATION Date Issued: 10/31/2018 Name: ADVENTIST HEALTH SYSTEM SUNBELT Total Fees: 697.50 Address: 7050 GALL BLVD Amount Paid: 697.50 ZEPHYRHILLS, FL. 33541 Date Paid: 10/31/2018 Phone: (813)477-1910 Work Desc: INSTALL MONUMENT SIGN W/ELECTRIC CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 630.00 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 "A l FOOTER Insivections 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. CO e RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-78"020 City of Zephyrhills Permit Application Fax-813480-0021 Building Department . Date Received Phone Contact for Permitting Owner's Name J'r` �> owner Phone Number _ Owner's Address 7O� 011 JSIVd ZiMU 15 I .,"6r Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / / - JOB ADDRESS 7352 Cir j jVC} Y S. 1 C LOT# C� SUBDMSiON —� PARCELIDI. �7'- 25-ZI-'060 (2)sCd-0000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT �� SIGNQ DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM OTHER TYPE OF CONSTRUCTION [ pp BLOCK = FRAME STEEL = _ DESCRIPTION OF WORK �r_ �C BUILDiNG SiZE SQ FOOTAGE HEIGHT t(}l/L---IBUtLDiNG' '75,, j 0 VALUATION OF TOTAL CONSTRUCTION } ELECTRICAL $ n o� AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. J7C$� ' [�PLUMBENG� =M ECHANICALL [5 ! VALUATION OF MECHANICAL INSTALLATION ATION =GAS = ROOFING Q SPECIALTY U OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER `t � '' COMPANYFEE C SIGNATURE REGISTERED (,,�, YIN- cuRREn t^�Y�I=.NN Address L4' -Wit) - ( - Ci i�.`D �f License# SIGNATURE D ELECTRICIAN COMPANY L�jT REGISTERE Y 1-N E CURREN Y/N Address 1414 t 1 I Q{_Q_}Y CI apc/ License# 1-J PLUMBER ! COMPANY SIGNATURE ) REGISTERED YIN FEE CUnREA Y I N Address License# - l MECHANICAL COMPANY SIGNATURE ( REGISTERED I Y/N FIE cuRREP, Address License# OTHER COMPANY -- - SiGNATURE REGISTERED I Y/ N FEE CURRE), Y/N Address License# ttTttt [ [ t [ [ t # tti [ [ ITIiiTIiliiII / Iti # t # IIIIIIIIIIIIIiItitlltTll # ItTli 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)vmrlting days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Sill Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsliarge 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. Minimum ten(10)working days alter submittal date. Required onsite•Construction Plans,Stommwater Plans wl 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 Engineered Plans. 11 "*PROPERTY SURVEY required for all'NEW construction. Directions: i Fill out application completely. Owner&Contractor sign back of application•notarized if over$2500,a Notice of Commencement Is required. (AfC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the Amer)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sowers Service Upgrades A/C Fences(Plot/Survey/Footage) i Driveways-Not over Counter if on public readways..nceds ROW J I Description of Work: • Install two 15' illuminated pylon directional signs and connect to existing electric (sign 001 &002) • Install four 6' non-illuminated directional signs (sign 005, 087, 086, 187) • Install one 6' illuminated directional sign and connect to existing electric (sign 144) • Install one 30" channel letter wall sign to southwest elevation and connect to existing electric (sign 169) • Install one 25' illuminated pylon sign and connect to existing electric (sign 191) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe subject to'deed'restrictions"which may be more rbstrictive 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, h'e is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they wilt be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed 66d 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'tha 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—Homeownees Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the'owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver It to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT- I certify that all the information in'this application is accurate and that all work will be done in compliance With all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicatedt 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,W6tland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - 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 1 Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill Is not allowed in Flood Zone-V'unless expressly permitted. - if the fill material is to be used in Flood Zone "A7, 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 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 is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,In writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING 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 COMIAENCEMENT. FLORIDA JURAT IF. 117. 3)- V OWNER OR AGEN CONTRACTOR' �bY sw to a ad fore this ib d d— this Sub _7(a/affirmed) fare Me - C4 wnul?9 110/Ur by OMeirn 6017 sonally knon tame or hasthave prod,iced Wifo- -0 iinn h as fh ave produced as Identification. as identification. Notary Public Notary Public Commission No Commission No. Name of Notary Wed. nte,4;gpjnped STEPHANI-E ARQE;of typed.printed or stamped o,%vlyllplg bi EPHANIE ARC Notary Public I da-Notary Public S ate f F i IS I t o 0� ,D4�,__State of Florida State of Florida-Notary *E Commission # GG 233648 Commission# GG 233648 y Commission is ion I My commission Expires m a A October 22, 2 P my Commission Expires October 22, 2022 October 22, 2022 Nunn 099surAdventist in HEALTH SYSTEM LETTER OF AUTORIZATION Date: 8/15/18 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-001 Located at: Florida Hospital Zephyrhills 7050 Gall Blvd Zephyrhills, FL 33541-1399 Do authorize Lott Signs to obtain a permit for, perform removals,and to install signage on the above- referenced property. dawn 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-aQ_dayof &446-t- andbeing ersonally known identification, Li My commission expires: NOTARY PUBLIC EEm",4,% SARAH SNEAV 'H 410 19 MY COMNSSION FF 204153 Print Name EXPIRES:June 26,2019 d3 Bor4ed Thru Notwy POk Undambrs 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 Sy p+ q Pq®p^ q Ry Commission Number MY COMMISSION#FF1 i0808 9��p ••;?eoF,o,: F,.'PIFiE=S October 22,2018 My Commission Expires: (40077)31AA -Qi53 rlor1da Notary SerJce_com i IAM i ti(t City of Zephyrhills BUILDING PLAN REVIEW`COMMENTS Contractor/Homeowner: � Date Received: Site: 7 2 4/ Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. I- tze� r—Plans Examiner ate C tractor and/or Homeowner (Required when comments are present) 9/20/2018 FHZH-001 Florida Hospital Zephyrhills Print Book �.J� � ��°_� Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 m t� Address: 7050 Gall Blvd. Approved: HE,ALI'H SYSTCM City/State: Zephyrhills,FL33541-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo 71 Advent Hea*00 l4h ' _`=` AdventHeaith Hosts r, ' r a„ti„, z weDiav01"Sign W/Green: 15,i: h ..fC7.� Y -- /pl> r j 6-71M - „y : t tl a , e — SideA She a Existing Proposed BUILDING® 'ICIAL:2-IL' Sign Number: 001 Sign�lVumbeff,,- 001 {f Overall Height: 15' Existing Sign Type: Pylon Sign Type: PE-15-IL Overall Width: 7-0 1/2' Face Material: Metal Description: 15Graphics Material: Acrylic Action: _ Rem ove and Replace w!Emergency �mer enc &Directional Copy Logo Height: 'illuminated_ p Letter Height: Overall Height: 192" Message A: Illuminated: 1- ... . Face Height: 192" Message B: Face Width: 84" 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 Electrical: documents for product specification and master agreement for removal&installation requirements. Wall Material: 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 Vendoris 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 now 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 willbe responsible for replacing the sign at their cost.t9 1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchad4.monigle.nettprintbook.php?site_id=ahsx534 40/239 t ; Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description Advent Health System 7050 Gall Blvd. ZHS-PE-5-ILl. Q� LICENSE �y AHS-PE-15-I L-150 . Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Risk Category II STATE OF Kzt 1 Exposure C ,�FORV2- Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.54 G 0.85 Wind Pressure(ULT) 1 54 PSF Sign Area Distance to Center P= Force Moment sf ft (lb) ft-lb Can 1 99.00 9.051 3236 29288 Totals 1 3,236 29,288 Required Flexural Strength (kip-ft) 29.29 Provided Flexural Strength (kip-ft) 47.94 6.63"O.D.(.864 wall)Grade A53 B Steel Pipe 0.610903 Auger Foundation Design Per Support Diagonal B(FT) 2.50 Base Size Required Lateral soil pressure(LB/SF/FT) 150 8.5 FT Deep Depth(Estimated)(FT) 8.5 2.5 FT Diameter S1 850 Design Depth(FT) 7.97 Ft Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 10.6 16578 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 1" Dia. F1554 Gr36 Bolts Plate Width B(IN) 10.6 1.17 Plate thickness(IN) Bolt Spacing d(IN) 10.6 Use 1.25"A36 Plate Width of Pole(IN) 6.63 Combined Circular Weld Stress Diameter thickness 6.63 0.75 20.82 OK 9/26/2018 Advent Health Zephyrhills AHS PE 15 IL 150 Standard c Encon Services, Inc. FL EB#9394 P.O. Box 3613,Apollo Beach, FL 33572 (813)655-3373 Job Description Advent Health System 7050 Gall Blvd. Zephyrhills,FL AHS-PE-15-IL-150 SPREAD FOOTINGS Concrete Design for Overturning Allowable Bearing Pressure,q= 2,000 psf, at grade Wind Load Moment at Grade, MW,= 29,288 lb-ft/footing Wind Load Shear at Grade,V I= 3,236 lb/footing Depth to Toe, Df= 3.3 ft Total Design Moment, Mtot= 39,806 lb-ft/footing, M,i+(V,i)(Df) Required Stabilizing Moment, MS=_ 66,079 lb-ft, 1.5 x Mt,,t. Weight of Sign and Columns,W= 1,485 lb/footing Concrete Density, O= 145 pcf, normal type I Parallel, B= 4.0 ft, parallel to sign face. Perpendicular, L= 8.0 ft, perpendicular to sign face Required Thickness, Df= 3.2 ft, =(2Ms-W L)/(O B LA2) Actual Thickness to be Used= 3.3 ft Sign Weight+Footing Weight, P= 16,565 Ibs Service Load Eccentricity--M/P, e= 2.40 ft OUTSIDE KERN Soil Pressure at Rotation Toe,gmaz 1,729 psf, service load pressure at bearing depth q allowed=min(3 or 1+0.2(d-1))x q= 2,896 psf at bearing depth OK 9/20/2018 FHZH-001-Florida Hospital Zephyrhilis Print Book WHO: (� y� • Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhiils Recommendation Completed: 2018-06-29 ® 1 1 vent Address: 7050 Gall Blvd. Approved: lfEALTH ',Y,TEh1 City/State: Zephyrhilis,FL 33541-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo ,.�T �.'." •x !--'tip Y;. .'3r,;..aw �_x-�.�r.,-- *-•,.�-K•'"',y.r=�3.- = • i ,) Advent Health Advent Health l Ovehall-Sig;w/Green15'=0"h;z EMERGENCY41 - i i f 7.050 i SRIo A silo B I Existing Proposed J Sign Number: 002 Sign�fNiimbe_r_: s_W2�1 Overall Height: 15' Existing Sign Type: Pylon Sign Type: PE-15-IL Overall Width: T-01/2' Face Material: Metal Description: 15'Illuminated.Pylonw/Emergency&Directional Copy; Logo Height: Graphics Material: Acrylic Action: Remove and Replace Letter Height: Overall Height: 192' Message A: Illuminated: I Face Height: 192' Message B: Face Width: 84' 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 Electrical: documents for product specification and master agreement for removal&installation requirements. - Wall Material: 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 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 Vendoris 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 shalt confirm that the visual representation(photo morph or sign rendering)of the proposed new sign wilt 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.Q 1999-2018 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site_id=ahsx534 411239 Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description t� Advent Health System _`�� BIED�rNn 7050 Gall Blvd. Zills,FL LICENSE �y AHS-PE-HS-PE-15-IL-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+D K� 1k Category II STATE OF Exposure C ��5,' COR��AG Kd 0.85 Kz 0.85 VOLT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.54 G 0.85 Wind Pressure(ULT) 1 54 PSF Sign Area Distance to Center P=Force Moment s ft (lb) ft-lb) Can 1 99.00 9.05 3236 29288 Totals 3,236 29,288 Required Flexural Strength (kip-ft) 29.29 Provided Flexural Strength (kip-ft) 47.94 6.63"O.D.(.864 wall)Grade A53 B Steel Pipe 0.610903 Auger Foundation Design Per Support Diagonal B(FT) 2.50 Base Size Required Lateral soil pressure(LB/SF/FT) 150 8.5 FT Deep Depth(Estimated)(FT) 8.5 2.5 FT Diameter S1 850 Design Depth(FT) 7.97 Ft Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 10.6 16578 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 1" Dia. F1554 Gr36 Bolts Plate Width B(IN) 10.6 1.17 Plate thickness(IN) Bolt Spacing d(IN) 10.6 Use 1.25"A36 Plate Width of Pole(IN) 6.63 Combined Circular Weld Stress Diameter thickness 6.63 0.75 20.82 OK 9l26/2018 Advent Health Zephyrhills AHS PE 15 IL 150 Standard c Encon Services, Inc. FL EB#9394 P.O. Box 3613,Apollo Beach, FL 33572 (813)655-3373 Job Description Advent Health System 7050 Gall Blvd. Zephyrhills,FL AHS-PE-15-IL-150 SPREAD FOOTINGS Concrete Design for Overturning Allowable Bearing Pressure, q= 2,000 psf,at grade Wind Load Moment at Grade, MW,= 29,288 lb-ft/footing Wind Load Shear at Grade,VW,= 3,236 lb/footing Depth to Toe, Df= 3.3 ft Total Design Moment, M,o,= 39,806 lb-ft/footing, MW,+(VW,)(Df) Required Stabilizing Moment, M.,= 66,079 lb-ft, 1.5 x M,o, Weight of Sign and Columns,W= 1,485 lb/footing Concrete Density, 0= 145 pcf, normal type I Parallel, B= 4.0 ft, parallel to sign face Perpendicular, L= 8.0 ft, perpendicular to sign face Required Thickness, Df= 3.2 ft, =(2Ms-W L)/(O B LA2) Actual Thickness to be Used= 3.3 ft Sign Weight+ Footing Weight, P= 16,565 Ibs Service Load Eccentricity= M/P,e= 2.40 ft OUTSIDE KERN Soil Pressure at Rotation Toe,gmaz 1,729 psf, service load pressure at bearing depth q allowed=min(3 or 1+0.2(d-1))x q= 2,896 psf at bearing depth OK 9/20/2018 FHZH-001—Florida Hospital Zephyrhills Print Book NIN E:Adefist A Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 Address: 7050 Gall Blvd. Approved: vn, HEALTH SSY57`12art City/State: Zephyrhills,FL 33541-1399 Date Print: 09120/2018 Existing Photo Proposed Photo !Tlev,ation..,,:Tam yl —-----------;Overall-Sign W/Green:6-10"h 9k, 77 ----Math -7 �1 t EMERGENCY t Maiin Entrince, t Outpatient Center 4 Breast Center Sid.A Sid"B Existing Proposed Sign Number: 005 SigmNumber: 005 s Overall Height:.J 6' Existing Sign Type: Directional Sign Sign Type: DE-72-NIL Overall Width: Face Material: Flat Plastic Description: 6'Non-lituminated Directional wl Emergency Logo Height: Graphics Material: Vinyl Action: Remove and Replace Letter Height: Overall Height: 63" Message A: Illuminated: N Face Height: 48" Message B: Face Width: 40' 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: Sign Comment: SignChartO 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.0 1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site—id=ahsx534 44/239 Encon Services, Inc. FL EB#9394 JP.0.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description Advent Health System �\Q• �I�u�`A. 7050 Gall Blvd. ZHS-DE-72-NI LICENSE Cy AHS-DE-72-NIL-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Risk 1k Category II ,p STATE OF - Exposure C �FS `0R��P Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.50 G 0.85 Wind Pressure(ULT) 1 53 PSF Sign Area Distance to Center P=Force Moment (sfl ft (lb) ft-lb) Can 1 24.60 4.131 781 3225 Totals 781 3,225 Required Flexural Strength (kip-ft) 3.22 Provided Flexural Strength (kip-ft) 3.82 3.50"O.D. (.216 wall)Grade A53 B Steel Pipe 0.843494 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep Depth(Estimated)(FT) 4.5 2.0 FT Diameter S1 450 or Design Depth(FT) 4.20 Ft 2.5 FT Square 3.5 FT Deep Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 4.6 4206 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4" Dia. F1554 Gr36 Bolts Plate Width B(IN) 4.6 0.47 Plate thickness(IN) Bolt Spacing d(IN) 4.6 Use 1"A36 Plate Width of Pole(IN) 3.5 Combined Circular Weld Stress Diameter 77F—thickness 3.5 0.375 16.78 OK 9/26/2018 Advent Health Zephyrhills AHS DE 72 NIL 150 STANDARD 9/20/2018 FHZH-001—Florida Hospital Zephyrhills Print Book MsI® ®e_ Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 eam: � Address: 7050 Gall Blvd. Approved: HEALTH SYSTEAR City/State: Zephyrhills,FL 33541-1399 Date Print: 09/20/2018 ' Existing Photo Proposed Photo I �.z ftotln�F''rim 'i_.."-.�..��..-Adv.Health - AdvenlH with ._._r(;', i`I -.4~ ✓ Overali_Sign w/Greer 0° h x F f J • u co Ceriter i Breast Center :a, Breast Q i Srtle A Side e Existing Proposed Sign Number: 087 Sign Number: - 8 _ Overall Height: 6' Existing Sign Type: Directional Sign Sign Type: _ DE-72 NIL _q_ Overall Width: ��� Face Material: Flat Plastic .Description: 6'Non-Illuminated-Directional w/Emergency- f Logo Height: Graphics Material: Vinyl Actin Remove and Replace _ Letter Height: Overall Height: 63" _ Message A: Illuminated: no Face Height: 48' Message B: Face Width: _ 40" _ Comments: Square Feet: Restoration Notes: Remove support pole to grade and cap.Remove,dispose and cap off to code all existing electrical components! Illuminated: Non Illuminated hardware previously connected to existing signage.Restore ground material and clean area of all Debris.See master agreement for removal requirements. Electrical: No Power Required Wall Material: Sign Comment: SignChartl9 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 Monigte 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 s/ 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 Vendoris 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.(d)1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:Hsignchart4.monigle.net/printbook.php?site_id=ahsx534 1251239 Encon Services, Inc. FL EB#9394 113.0.Box 3613,Apollo Beach,,FL,33572 (813)655-3373 Job Description Advent Health System �� �,���� • 7050 Gall Blvd. Zephyrh ls, AHS-DE-72-NIL-150 LICENSE �y Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+D Risk Category II ,o STATE OF Kzt 1 Exposure C �o�Fs�ZOR1DAG Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.50 G 0.85 Wind Pressure(ULT) 1 53 PSF Sign Area Distance to Center P= Force Moment s ft (lb) ft-lb) Can 1 24.60 4.131 781 3225 Totals 1 781 3,225 Required Flexural Strength (kip-ft) 3.22 Provided Flexural Strength (kip-ft) 3.82 3.50"O.D.(.216 wall)Grade A53 B Steel Pipe 0.843494 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep Depth(Estimated)(FT) 4.5 2.0 FT Diameter S1 450 or Design Depth(FT) 4.20 Ft 2.5 FT Square 3.5 FT Deep Anchor Bolt and-Base Plate Design Per Support Distance Between Bolts 4.6 4206 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4" Dia. F1554 Gr36 Bolts Plate Width B(IN) 4.6 0.47 Plate thickness(IN) Bolt Spacing d(IN) 4.6 Use 1"A36 Plate Width of Pole(IN) 3.5 Combined Circular Weld Stress Diameter thickness 3.5 0.375 16.78 OK 9/26/2018 Advent Health Zephyrhills AHS DE 72 NIL 150 STANDARD 9/20/2018 FHZH-001—Flodda Hospital Zephyrhills Print Book z1al Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 ;2.0011-Advenfist Address: 7050 Gall Blvd. Approved: "GALTH SYSTrM City/State: Zephyrhills,FL 33541-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo U �X S %k ril�'# '—M lgevvait,1'62 7�' h'QvRall Sigh��ree6: &- AdventlIv!T "A Side Stile B Existing Proposed e Sign Number 086 0.8_6 Overall Height: 6' Existing Sign Type: Directional Sign Sign Type: DE-72-NIL Overall Width: D 9 _1_12 Face Material: Flat Plastic Description: 6 NonTlIturninated Directionaltw/Emergency Logo Height: Graphics Material: Vinyl Action: Remove and Replace Letter Height: Overall,Height: 63" Message A: Illuminated: no Face Height: -4 8' Message B: Face Width: -4 0" Comments: Square Feet: Restoration Notes: Remove support pole to grade and cap.Remove,dispose and cap off to code all existing electrical components Illuminated: Non Illuminated hardware previously connected to existing signage.Restore ground material and clean area of all Debris.See master agreement for removal requirements. Electrical-. No Power Required Wait Material: 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 shalt not be reproduced,copied,or utilized except for the specific project and client for which they were manigle 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 Vendoris 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 willee responsible for replacing the sign at their cost.@ 1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:Hsignchart4.monigle.netiprintbook.php?site—id=ahsx534 124/239 Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description h Advent Health System w�Q• �'�u�``A. 7050 Gall Blvd. Zephyrhills,FL � LICENSE AHS-DE-72-NIL-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Krtk Category II 1 STATE OF �O Exposure C ��ic�.S�ORIDP'G Kd 0.85 Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.50 G 0.85 Wind Pressure(ULT) 1 53 PSF Sign Area Distance to Center P=Force Moment sf ft (lb) ft-lb) Can 1 24.60 4.131 781 3225 Totals 781 3,225 Required Flexural Strength(kip-ft) 3.22 Provided Flexural Strength(kip-ft) 3.82 3.50"O.D.(.216 wall)Grade A53 B Steel Pipe 0.843494 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep Depth(Estimated)(FT) 4.5 2.0 FT Diameter S1 450 or Design Depth(FT) 4.20 Ft 2.5 FT Square 3.5 FT Deep Anchor Bolt and-Base Plate Design Per Support Distance Between Bolts 4.6 4206 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4" Dia. F1554 Gr36 Bolts Plate Width B(IN) 4.6 0.47 Plate thickness(IN) Bolt Spacing d(IN) 4.6 Use 1"A36 Plate Width of Pole(IN) 3.5 Combined Circular Weld Stress Diameter thickness 3.5 0.375 16.78 OK 9/26/2018 Advent Health Zephyrhills AHS DE 72 NIL 150 STANDARD 9/20/2018 FHZH-001_Florida Hospital Zephyrhills Print Book Oil _� Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 to Address: 7050 Gall Blvd. Approved: ilEALTI-I SYSTI1N4 City/State: Zephyrhills,FL 33541-1399 Date Print: 09/20/2018 Existing Photo ® _ Proposed Photo 1,Y` .1. r�.,)�`.'�.9 (p^''`'_•,F�,'.'yY'��3. v.?i�,%..i..�.e-'`3Rs2A-•:.x- �•,G.!„';.' J4�',�..iF' ''..�'3t^'.yi'�..'.:'%_:.�, /l .� ggyy L awe{,tt+wnh NevatiO ad�emH auh l ra;::::�_ _ Overall Sign'w%Gre h.-6'�0" i All " _- A= -�'' Sn.A Sid.B w. Existing Proposed Sign Number: 144 l_ �l g 45ign:Number:. 144 � - Overall Height: 6' Existing Sign Type: Directional Sign Sign Type: DE-7 2-IL Overall Width: Face Material: Metal fDe_scription:�~ 6'Illuminated Directional w/Efimerge�ncy Logo Height: Graphics Material: Acrylic A on: _ Remove and Replace rr Letter Height: Overall Height: 72" Message A: Illuminated: I Face Height: 36" _Message B: Face Width: 24" _ Comments: Reinstall new directional to face perpendicular to road instead of parallel.May need to cut back shrubbery for Square Feet: visibility. Illuminated: Internally Illuminated Restoration Notes: Remove support pole to grade and cap.Remove,dispose and cap off to code all existing electrical components/ hardware previously connected to existing signage.Restore ground material and clean area of all Debris.See master agreement for Electrical: removal requirements. Wall Material: 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 o Content are part of an original and unpublished design by Moll 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 �I contained within the information or Content provided by Monigle Associates shall 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 tit 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.net/printbook.php?site_id=ahsx534 184/239 Encon Services, Inc. FL EB#9394 1P.O.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description 1� Advent Health System 7050 Gall Blvd. ZHS-DE 72-IL- LICENSE �y AHS-DE-72-I L-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Risk Category II 1 STATE OF �O Exposure C �o,�FS�ORIIDAG Kd 0.85 SOON �N Kz 0.85 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.50 G 0.85 Wind Pressure(ULT) 1 53 PSF Sign Area Distance to Center P=Force Moment sf ft (lb) ft-lb Can 1 24.60 4.13 781 3225 Totals 781 3,225 Required Flexural Strength (kip-ft) 3.22 Provided Flexural Strength (kip-ft) 3.82 3.50"O.D. (.216 wall)Grade A53 B Steel'Pipe 0.843494 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 4.5 FT Deep Depth(Estimated)(FT) 4.5 2.0 FT Diameter S1 450 or Design Depth(FT) 4.20 Ft 2.5 FT Square 3.5 FT Deep Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 4.6 4206 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4"Dia. F1554 Gr36 Bolts Plate Width B(IN) 4.6 0.47 Plate thickness(IN) Bolt Spacing d(IN) 4.6 Use 1"A36 Plate Width of Pole-(IN) 3.5 Combined Circular Weld Stress Diameter thickness 3.5 0.375 16.78 OK 9/26/2018 Advent Health Zephyrhills AH5 DE 72 IL 150 5tandard 9/20rc018 FHZH-001 Florida Hospital Zephyrhills Print Book ��� � ,e _ Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 e Address: 7050 Gall Blvd. Approved: tteALTH SYSTEa,1 City/State: Zephyrhills,FL 33541-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo Existing Proposed Sign(dumber: 169 Fat N inter: 169 � � Overall Height: 6-6 3/8" Existing Sign Type: Channel Letters Sign Type: _ LIF-30-STD-W � Overall Width: Length Face Material: Metal $escription: 30"White Channel Letters-Stacked Format on Raceway, Varies Graphics Material: Acrylic Action: Remove and Replace Logo Height: Overall Height: 132'est _ Message A: Letter Height: 30'— - Face Height: 132'est Message 8: Illuminated: I Face Width: 84"est _ Comments: Added raceway to logo on 917/28. Square Feet: Restoration Notes: Patch and repair existing wall surface to like new condition.Repaint to match existing color finish.For brick or stone illuminated: Internally Illuminated waits fill holes with matching silicone.Power wash wall if required.install new signage using existing primary electrical.Verify if additional circuits are required for new sign.Field verify dimensions of space shown in photo morph prior to fabrication to verify if specified letterset Electrical: Power less than 8'-0' will fit in area and meet clear zone tolerances-refer to Control Documents.***Change letterset height if required.See control Wall Material: Stucco(Textured Cement) documents for product specification and master agreement for removal&installation requirements. Sign Comment: SignChartta and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartG is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and a 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 i't'tonigle 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 shalt be construed as a design for any engineered element.The Sign Vendor shalt be responsible for all structural.etectricat,mechanical,and fourdation 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.O 1999-2018 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https:/Isignchart4,monigle.net/printbook.php?site_id=ahsx534 211/239 14 i' ,. • ww �*g eh' i�.iif i _ nf' ljz ,� r c „yfr, -_' 4 #x�r3 i 'a'�tz�„ „ ,°� t,+t ! ''� ?' 'f�� ,.#,'N � �-.,_" ,� ay •�",�. r.. �'a i It - ??t5 i Y } "° .."a ,. v �a 9=xx�, ,--e .s•. ''`. kf-� tt .s • "a irk -" k 'Lk'} '. IM A, -,'�,q, �:�k%? - '.�4F� '� '^° i:�`y�r •+ y .'� 5 n a,€`.f k P' *`. � i z�`°'`S ma's' ri" {. .�"-r r$�,'. �, t3 �`x' f; _'�sa� ;• �t��}._ �+'a-�}-.^"}p f "� :�'� � � -� � � �� .. � ��� 9�M err e., � • � �: • r �� "x. `.rsp }.-X'37 s �°^,� ` +k �� � ., 3.c 9" rrx a a �[l �� �� :•° �' ' Y i� max, I jo 30" WHITE CHANNEL LETTERS (ON RACEWAY) LIF-30-STD-W 11'-5 3/16" F L F-L FRONT ELEVATION Location: Zephyrhills,Fl- AGE Rep: D.S. Site ID: FHZH-001 Scale: 1/2"=I' i:,. AdventHealth AGI Date: 09/06/2018 Drawn by: M.Folden Encon Services, Inc. Sign Design Calculations. Job Description PREPARED BY: Encon Services, Inc. Advent Health P.O. Box 3613 7050 Gall Blvd. Apollo Beach, FL 33572 Zephyrhills, FL 813-655-3373 AHS-30-STK F 813-655-9814 Design per Florida Building Code,6th Edition(2017)Section 16 Wind Load ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E. Design Specifications FL PE#52949, FL EB 9394 Risk Category II OH PE 60756, OC#01893 Kzt 1 KY PE #20281, P#2463 Exposure Factor C IN PE#PE 19600332 Kd 0.85 FL CBC#060535,QB#22527 Kz .09 V 1150 (mph) O_`Q• BI,E GCp=GCpi 1.1 Zone-4, H<60 Feet Wind Pressure 58.7 (psf) �' LICENSE �y #52949 Sign Information Height 2.50 (ft) STATE OF Width 11.50 (ft) A �. Thickness 1.00 (ft) ���. �0R?JQQ` Distance grade to top 50 (ft) FS's+�o �NG Wind Shear Force 88.05 (lb) Weight of Sign 288 (lb) DATE SIGNED: Total Shear Force = 300.68 (lb) 9/26/2018 Total Tension Force = 1012.63 (lb) Required Provided Fastener size(Nominal) 3/8 3/8 Minimum number of fasteners 6 6 Shear Force per fastener(lb) 50.1 280 Tension Force-per fastener(lb) 168.8 352 Combination Tension and 0.66 <1 O.K. Sheer-ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT(3"EMBEDMENT)THROUGH BLOCKING EIFS OVER 5/8'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-112°EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR(2-1/T EMBEDMENT) CMU,SOLID CONCRETE,BRICK IHILTI HIT ROD W/HY-20 ADHESIVE(31/T EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 9/2 612 0 1 8 Advent Health Zephyrhills 32277-AHS-30-STK C 9/20/2018 FHZH-001—Flofida Hospital Zephyrhills Print Book mule Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 man: Advenfist Address: 7050 Gall Blvd. Approved: HEALT14 SYSTEM City/State: Zephyrhills,FL 33641-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo 'A .'Wverall",�,S- 'I�Ai/.�Green--.,6'70,!.'h,x&�/, Existing Proposed Sign Number: 187 SignP lumber 4 187 Overall Height: 6' Existing Sign Type: Directional Sign Sign Type. DE-72-NIL Overall Width: 41 t- jZi,, Face Material: Flat Plastic :6_eUI—tWlln:� & option:! irection IM .Emergency J!a Logo Height: Graphics Material: Vinyl Action: Remove and Replace Letter Height: Overall Height: 63" Message A: Illuminated: no. Face Height: 48" Message B: Face Width: 40" Comments: Square Feet: Restoration Notes: Remove support pole to grade and cap.Remove,dispose and cap off to code all existing electrical components Illuminated; Non Illuminated hardware previously connected to existing signage.Restore ground material and clean area of all Debris.See master agreement for removal requirements. Electrical:- No Power Required Wall Material: Sign Comment: SignChart@ and Recommendation Book Legal Disclaimer.Certain information and Content in SignChart(D 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,approkd 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.0 1999-2018 MONIGLE ASSOCIATES INC..ALL RIGHTS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. https://signchart4.monigle.net/printboo.k.php?si,te—id=ahsx534 229/239 Encon Services, Inc. FL EB#9394 JP.0.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description Advent Health System B I ED�N 7050 Gall Blvd. ZHS-DE 72-NI Q� LICENSE- �y AHS-DE-72-NIL-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+ D Risk Category II ,o .STATE OF Kzt 1 �o�Fs1 G� Exposure C FL0R S/ N Kd 0.85 Kz 0.85 VOLT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.50 G 0.85 Wind Pressure(ULT) 1 53 PSF Sign Area Distance to Center P= Force Moment s ft (lb) ft-lb) Can 1 24.60 4.131 781 3225 Totals 1 781 3,225 Required Flexural Strength (kip-ft) 3.22 Provided Flexural Strength(kip-ft) 3.82 3.50"O.D. (.216 wall)Grade A53 B Steel Pipe 0.843494 Auger Foundation Design Per Support Diagonal B(FT) 2.00 Base Size Required Lateral soil 'pressure(LB/SF/FT) 150 4.5 FT Deep Depth(Estimated)(FT) 4.5 2.0 FT Diameter S1 450 or Design Depth(FT) 4.20 Ft 2.5 FT Square 3.5 FT Deep Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 4.6 4206 Tension on Bolts(LB) Number of Bolts per Base Plate 4 Use 3/4" Dia. F1554 Gr36 Bolts Plate Width B(IN) 4.6 0.47 Plate thickness(IN) Bolt Spacing d(IN) 4.6 Use 1"A36 Plate Width of Pole(IN) 3.5 Combined Circular Weld Stress Diameter thickness 3.5 0.375 16.78 OK 9/26/2018 Advent Health Zephyrhills AHS DE 72 NIL 150 STANDARD 9/20/2018 FHZH-001—Florida Hospital Zephyrhills Print Book a ON: defist an: Site Number: FHZH-001 Site Name: Florida Hospital Zephyrhills Recommendation Completed: 2018-06-29 Address: 7050 Gall Blvd. Approved: Avn 1,4EALTH SYSTEM City/State: Zephyrhills,FL 33541-1399 Date Print: 09/20/2018 Existing Photo Proposed Photo AdventHealt -Elev'A6111-- h dventH Overall-Sign w/Gteen: Adventl� Sidu A Ski.a Existing Proposed Sign Number; 191 !;Slgn--Num'ber: 191 Overall Height: 25' — Existing Sign Type: Pylon Sign Type: IRE-25:1 Overall.Width: 11'-8 3/4" F Face Material: Metal, Description: 25'Illuminated Pylon w/Emergency Logo Height: Graphics Material: Acrylic Action: Remove and Replace Letter Height: Overall Height: .240" Message A: Illuminated: I Face Height: 240" Message B: Face Width: 84" Comments: Square Feet: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication installation.Instal(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: Wait Material: Sign Comment: SignChart(D 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 shalt 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 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 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,0 1999-2018 MONIGLE ASSOCIATES INC.,ALL RIGHTS RESERVED-SIGNCHART 15 A REGISTERED TRADEMARK. https://signchart4.monigle.net/printbook.php?site—id=ahsx534 233/239 Encon Services, .Inc. FL EB#9394 JP.0.Box 3613,Apollo Beach,FL,33572 (813)655-3373 Job Description h Advent Health System _`P► �'�L�`A, 7050 Gall Blvd. ZHS-PE-5-ILL Q} LICENSE ems'AHS-PE-25-I L-150 Florida Building Code,6th Edition(2017) #52949 ASCE 7-10, Load Case=0.6W+D Krt 1k Category II STATE OF �O Exposure C �o��s�ORIOP Kd 0.85 S/ L EN Kz 0.94 VULT(MPH) 150 Aaron Biedenbach, P.E.#52949 VASD(MPH) 116 Date Signed: 9/26/2018 Cf 1.54 G 0.85 Wind Pressure(ULT) 1 60 PSF Sign Area Distance to Center P=Force Moment s ft (lb) ft-lb Can 1 275.00 14.751 9942 146638 Totals 1 9,942 146,638 Required Flexural Strength (kip-ft) 146.64 175965.5639 Provided Flexural Strength(kip-ft) 168.00 HSS 10x10x5/8 Grade A500 B Steel Tube 0.872845 Auger Foundation Design Per Support Diagonal B(FT) 3.00 Base Size Required Lateral soil pressure(LB/SF/FT) 150 14.5 FT Deep Depth(Estimated)(FT) 14.5 3.0 FT Diameter S1 1450 Design Depth(FT) 12.32 Ft Anchor Bolt and Base Plate Design Per Support Distance Between Bolts 16 36659 Tension on Bolts(LB) Number of Bolts per Base Plate 6 Use 1.25"Dia.A325 Bolts Plate Width B(IN) 20 1.91 Plate thickness(IN) Bolt Spacing d(IN) 16 Use 2"A36 Plate Width of Pole(IN) 10 Combined Square Rectangular Weld Stress b d t 10 10 1 20.99 OK 9/26/2018 Advent Health Zephyrhills AHS PE 25 IL 150 STANDARD c Encon Services, Inc. FL EB#9394 P.O. Box 3613,Apollo Beach, FL 33572 (813)655-3373 Job Description Advent Health System 7050 Gall Blvd. Zephyrhills,FL AHS-PE-25-IL-150 SPREAD FOOTINGS Concrete Design for Overturning Allowable Bearing Pressure,q= 2,000 psf,at grade Wind Load Moment at Grade, MW,= 146,638 lb-ft/footing Wind Load Shear at Grade,VW,= 9,942 lb/footing Depth to Toe, Df= 3.5 ft Total Design Moment, Mtot= 181,433 lb-ft/footing, MW,+(VW,)(Df) Required Stabilizing Moment, M5= 301,179 lb-ft, 1.5 x Mtot Weight of Sign and Columns,W= 4,125 lb/footing Concrete Density, 0= 145 pcf, normal type I Parallel, B= 7.0 ft, parallel to sign face Perpendicular, L= 13.0 ft, perpendicular to sign face Required Thickness, Df= 3.2 ft,=(2Ms-W L)/([] B LA2) Actual Thickness to be Used= 3.5 ft Sign Weight+ Footing Weight, P= 50,308 Ibs Service Load Eccentricity= M/P,e= 3.61 ft OUTSIDE KERN Soil Pressure at Rotation Toe,gn,aX 1,656 psf,service load pressure at bearing depth q allowed=min(3 or 1+0.2(d-1))x q= 2,880 psf at bearing depth OK