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HomeMy WebLinkAbout18-20361 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20361 BUILDING PERMIT .PERMIT INFORMATION LOCATION'INFORMATION Permit Number: 20361 Address: 7350 DAIRY RD 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: 35-25-21-0010-06900-0020 Improv. Cost: 25,050.00 OWNER INFORMATION Date Issued: 10/25/2018 Name: ADVENTIST HEALTH SYSTEM Total Fees: 315.00 Address: 7050 GALL BLVD Amount Paid: 315.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/25/2018 Phone: (407)975-3000 Work Desc: INSTALL MONUMENT SIGN W/EXISTING ELECTRIC CONTRACTORS APPLICATION FEES LOTT SIGN SERVICE, INC SIGN 247.50 LOTT SIGN SERVICE, INC ELECTRICAL FEE 67.50 I � v n ,� V 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. CONTRACTOR SIGKATURE PERMIT OFFItXR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 4 ��I,UNJUN. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 1 Contractor/Homeowner: l Date Received: Site: Y1- Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ (-7Z v. �I This comment sheet shall be kept with the permit and/or plans. lk�- 4/3) K rf w =Plans Examiner ate Contr for and/or Homeowner (Required when comments are present) . IIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIII THIS INST�MENT PREPARED BY: 2018181248 Name: Address: 7 3 a 17 ngm Rcpt:2001030 Rec: 10.00 �.o .,,�/,.,Yl s, r�3 !v D5: 0.00 IT. 0.00 20/25/2018 E. M. , Dply Clerk NOTICE OF COMMENCEMENT PAULA S.O'NEIL,Ph.D.PASCO CLERK L COMPTROLLER Permit Number: 10/25/201 02:04 m 1 f 1 Parcel ID Number. 3 S'- Z�� Z1. D01 0 - O 9SOa- O o 2 o OR BI 80 , PG 1846 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) SBZH-001 Nursing Center Ze 4Q.6 4 "J IS C A 1 oc&4 0-12 04 L b Z 7350 Dairy Road A U A- .ObrLk-era_ �_-r_ ___ -_ Y, Zephyrhills, FL 33540 1S e-c. 3 S 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: DAIRY ROAD HEALTH CARE PROPERTIES INC 485 N KELLER RD STE 250 MAITLAND FL 3275 Interest in property: Lessee Fee Simple Title Holder(f other than owner listed above)Name: Address: 4. CONTRACTOR:Name: Lott Signs Phone Number: (813)909-9733 Address: 4141 Mowrey Road Wesley Chapel, FL 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 specified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 hQuel. P-- Dawn Vaughan, Director/Agent for AHSSunbelt (Signature of Owner or Lessee,or a or Lessee's (Print Name and Provide Signatorys Tile/Office) Authorized Officer/Director/12 eneger) State of E 14(-�A d� County of _S cosy\ nb The foregoing Instrument was acknowledged before me this day of SQL T cv .20 $ by �G{5 C'N ��GL-0<bjsac Who Is personally known to me p�OR Name of person making statement 4 who has produced Identification❑ type of Identification produced: ti,"�r i�;•., sLSARAHSNEATH rr MY COMMISSION#FF 204153 Notary gnawre =�t = EXPIRES:June 26,2019 Bonded Thru Notary public Underwriters jT TE OF FLORIDA,f,-,OU IT`S OF PASCO i HIS 15 TO CERTIFY THAT THE FOREGOING IS A I-RUE AND CORRECT COPY OF THE DOCUMENT ON FILE OIR OF PUBLIC RECORD IN THIS OFFIC � � sz:nzv��� � W'T1 1Y HAND A OF ICI L 5EAL THIS �I DAY OF e - 2 } ��5. 't ,.CL & dMPTROLLER nJ. ®• ay- DEPUTY CLERK 8 ; 0�� 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 LAS) Signed: � ff Contractor CONTRACTORS SIGNATURE NOTARIZED: State of Florida County of Pasco Subscribed before me on this 5th day of October , 2018 by Steve Lott who is personally known to me. Notary Signature Commission Number ,:o< YP e STE&'HANIE.ARCS C _ MY COMMISSION#FF170898 My Commission Expires: EXPIRES October 22,2018 (a 07)J11e-01 U3 Florlrlcallotcuy5erwce.com "'HoAdventist HEALTH SYSTEM LETTER OF AUTHORIZATION Date: 9/5/18 To Whom It May Concern: I, Dawn Vaughan,Agent of the Owner, Adventist Health System (AHS)/Adventist Health System Sunbelt Healthcare corporation (AHSSHC) for the following property listed as: SBZH-001 Located at: Nursing Center 7350 Dairy Road Zephyrhills, FL 33540 Do authorize Lott Signs to obtain a permit for, perform removals, and to install signage on the above- referenced property. awn Vaughan Date Director, Brand Strategy 407-357-2083 Owner/Agent Telephone Number STATE OF FLORIDA COUNTY OF SEMINOLE Sworn to and subscribed to before me this 13 day of S,ei?f and bein personally known identification. My commission expires: NOTARY PUBLIC SARAHSNEATH Sul, �� *R MY COMMISSION#FF 20415 �P�`' EXPIRES:June26 2019 Print Name Bonded 1.ru Notary Public underwriters 900 Hope Way I Altimonte Springs,Florida 3_'714 1 407-3-57-1000 813-780-0020 City of Zephyrhills Permit Application Fa*813-780-0021 Building Department "s Date Received (/ Phone Contact for /Perm itting Owner s Name Q jYJ?d a/I (Gy6/T,�✓d I�iVC Owner Phone Number Owner's Address Yes v JWW r e SAD 1 1 QW/Cf7 / Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address f, / JOB ADDRESS 73s50 f fl ` LOT# SUBDIVISION PARCEL ID# 3'-�-1- z25— -G(C)I o—O©Q U SG —CG20 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN `� = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = M5 N t non-i//vmirtaie ire zonal(sl n Tps�et// 2 1/lorhina ec DESCRIPTION OF WORK ✓hanvY _ slei GI enalel s Ql9c 1 BUILDING SIZE SO FOOTAGE HEIGHT CJ BUILDING $ C5/00o VALUATION OF TOTAL CONSTRUCTION �J 7 ELECTRICAL $ QG AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �� . =PLUMBING § =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �— 1 =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY =O i� i SIGNATURE REGISTERED N PEE CURREN Y/N NMI/ Mt/ 0J60T ItI License# Z5/2CCC5SS A r/ ELECTRICIAN COMPANY y SIGNATURE REGISTERED JaY N FEACURREN I Y/N Address 7�/�1/!�(l✓ License# LJ Z�--SS5 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREr Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE< Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsfiarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions:' Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(far the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or 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 Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the'owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - if the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING 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 03) OWNER O AGEN CONTRACTOR Subs rib s o(or affirrr}ed)be a this Subscribed/and sw to irme fore ma�thls t2 L1 y �t ( _ by l Wh is arepeersonallX own to me or has/have produced Who sla personally known to me or has/have produced as Identification.� as identification. (01 Notary Public Notary Public Commission No. Commission No. Name of a Anted o Name of Notary typed,printed or stamped �otP" Pia;.; 1-H A N I E ARC E State of Florida-Notary Public k=State of Florida-Notary Public _� *= Commission # GG'233648 -� - Commission # GG 233648 OFf101: My Commission Expires �; o"� My Commission Expires ���� October 22, 2022 October 22, 2022 E • 10/1/2018 SBZH-001_Nursing Center Print Book • Site Number: SBZH-001 Site Name: Nursing Center Recommendation Completed: 2018-08-29 ®�ImAd'6�enfist Address: 7350 Dairy Road Approved: rri'4t_TI•I _'r ,Trr.•+ City/State: Zephyrhills,FL 33540- Date Print: 10/01/2018 Existing Photo Proposed Photo . rr. Ai_ry , z lTx le-boil uerall-�includin Green: t� 3tj � g 0.'lix4A 1/2_W---,--- c - _0-h:x_3L- T-1.:2 Qve%all'�Face:4.- .. _•.v_ � / �-�'—" haMrrt<Er.MMt ` 1 � � xbr,W t• ® t:j r�' AdvcrrtHaalth :;•r+., i r*nm�'�+' AtivmtHealth E..I ,..� SdeA Sidee �6 i Existing _ Proposed___—__--.�__-__-_-----------..___------- ----.-----.___..._. ___. ._-_-__-- ---_—___--------------___-- Sign Number: 017 Overall Height: 4' Existing Sign Type: Directional Sig_n _ Sign Type: DB-48-NIL Overall Width: T-11112" _..._ Face Material: Metal Description: ---------_-_-----_-.---•-.---_---.____..-- Illum ted'Directionalw/Lo o _A'Nori.`' Logo Height: Graphics Material: Vinyl - v Action: Remove and Replace _ _-- - Letter Height: Overall Height: 67" Message A: Illuminated: N Face Height: 30" Message B: Face Width: 46" 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.,-.--,--,-.-- ... __.._._.. Wall Material:T Other --a~ •_. Sign Comment: SignChart RO and Recommendation Book Legal Disclaimer.Certain information and Content in SignChartOO is prepared as the result of a Design Services Agreement between Monigle Associates and their clients.The information and • Content are part of an original and unpublished design by Monigle Associates.The concepts,detailing,and information shall not be reproduced,copied,or utilized except for the specific project and client for which they were monigle created,without previous authorization from Monigle Associates and their clients.The Information is for design intent only and shall be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shall be construed as a design for any engineered element.The Sign Vendor shall be responsible for all structural,electrical,mechanical,and foundation engineering and to meet or exceed all local,state,national,ADA or other applicable codes.The information,Content and support documentation was not produced under an architectural services agreement.Sign Vendor is to perform a technical audit of all site conditions to ensure that the sign or element being proposed can be permitted,approved by the landlord if applicable and will work/fit in the intended location.Sign Vendor is to verify all dimensions,fit,electrical,servicing,mounting conditions,codes and any other necessary requirements prior to sign or element fabrication.Using the technical audit information,and prior to manufacturing any new sign,sign vendor shall confirm that the visual representation(photo morph or sign rendering)of the proposed new sign will fit and appear as shown in(lie 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 RIGI ITS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK. hftps://signchart4.monigle.net/printbook.php?site-id=ahsx751 19/21 } d Advent Health System 7350 Dairy Road Zephyrhills, FL RBA Job No. 18 4694 CALCULATIONS Sign Type: DB-48-NIL 1, Designed in accofdance with: Florida Building,,--ode, 6th_Edition (2017) Section 1'6 Wind Load ASCE 7-10 _. 150"inph wind"load �=` /`Risk Category II ' Exposure C SUI�IN�CfI+'FlCIf+:L��� o'�va®,9ad6e4Qe�r��ta� I � w�C�o���� s �•s ���p�°F� d ppqq`tl B Y'`` Ni p«. 0 ! c o 611 iAl- r y r FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Project Advent Health 000 ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS (016NASHVILLE,TN Date 9/27/18 CODES: 2017 Florida Building Code, 6th Edition-Wind Loads per provisions of ASCE 7-10 AISC Steel Construction Manual, 14th Edition ACI 318-14, Building Code Requirements for Structural Concrete SIGN DIMENSIONS: Sign Sign Distance Length, B Depth,s to Column, e 4.125 ft. 4 ft. 2.063 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 4 ft. 4 ft. 1 ft. MAIN COLUMN SECTION PROPERTIES: Section: Pipe3STD COMPACTSECTION Fy = 35 ksi E= 29000- ksi C= 3.44 in A= 2.07 in.Z 1 = 2.85 in.4 D/t= 17.40 OD= 3.50 in. S= 1.63 in.3 ID= 3.07 in. r= 1.17 in. tdes= 0.20 in. Z= 2.19 in 3 DEAD LOADS: Sign Weight= 12 psf Concrete= 150 pcf Column Weight= 7.58 lb/ft Soil = 90 pcf Project `Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 3 of 6 Model ' DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS910 NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: Length, B= 4.125 ft. Height, s= 4 ft. OAH Above Grade, h = 4 ft. Depth = 0.75 ft. Asign= 16.5 ftz WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256* K,* Kt* Kd*Vz Velocity Pressure,ASCE 7-10, Section 29.3.2 K,= 0.85 Velocity Pressure Exposure Coefficient,ASCE 7-10,Table 29.3-1 KZt= 1.0 Topographic Factor,ASCE 7-10, Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-10,Table 26.6-1 V= 150 Basic Wind Speed, mph,ASCE 7-10, Figure 26.5-1A qh= 41.62 Ib/ftz F/A= qh * G * Cf Design Wind Loads, ASCE 7-10, Section 29.4.1 G= 0.85 Gust Effect Factor,ASCE 7-10,Section 26.9 B/s= 1.03 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.45 Force Coefficient, ASCE 7-10, Figure 29.4-1 CASE A: resultant acts normal to the sign face at a distance above the geometric F/A= 51.24 Ib/ftz center equal to 0.20' CASE B: resultant acts normal to the sign face at a distance of 0.83'toward the windward edge and 0.20' above the geometric center LRFD Loading: Use wind pressure= 51.24 Ib/ftz for 1.0*W from ASCE 7-10, Section 2.3.2 ASD Loading; Use wind pressure= 30.74 1b/ftz for 0.6*W from ASCE 7-10, Section 2.4.1 Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 CHECK COLUMN: Pipe3STD Fy = 35 ksi COMPACT SECTION ASD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: Ob,TV= 1.67 AISC Specification F1, H3, G1 Service Wind Loads: Moment Arms: Sign Dead Load= 0.20 kips Sign, Pw= 0.51 kips 3.20 ft. Total Service Moment at Base: M = 1.62 k-ft Yielding Strength: M„= Mp=Fy*Z M„= 6.39 k-ft AISC Specification F8-1 Mn/t2= 3.82 k-ft > M = 1.62 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 0.42 k-ft Torsional Strength: T„= F«* C Tn= 6.01 k-ft AISC Specification 1-13-1(a) Tn/Q= 3.60 k-ft > T= 0.42 k-ft O.K. Service Axial Load: P= 0.23 kips Compressive Strength: AISC Specification Table 4-6 Pn/f)= 35.9 kips > P= 0.23 kips O.K. Service Shear at Base: V„= 0.51 kips Shear Strength: V„=F«*Ag/2 V„= 21.74 kips AISC Specification G6 Vn/O= 13.01 kips > V= 0.51 kips O.K. Combined Torsion,Shear, Flexure and Axial Force: AISC Specification 1-11-1b Required torsional strength does not exceed 20%of design torsional strength. Use AISC equation 1-11-1b= 0.43 < 1.0 O.K. Project Advent Health ROSS BRYAN ASSOCIATES, INC. . Sheet No. 5 of 7 Model DB/DE-48-NIL/IL-ISOf&OO 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 Sweid= 1.42 in Stiffener fillet weld size= 0 Wind Load and Moment: M = 1.62 k-ft Pw= 0.51 kips Transverse Load In Weld = (M/Sweid)*(effective throat) = 1.82 kips/in Longitudinal Load In Weld= P/(Lweid) = 0.14 kips/in Total Load In Weld = Transverse + Longitudinal 1.36 kips/in AISC Specification J2-5 (1+0.5*sin"50) (1+0.5*sin"'(D) Weld Design Strength, R„/f)= (0.6*F,,.)*(Effective Throat)/a AISC Specification J2 RnM = 2.79 kips/in > 1.36 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: . LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: Ob= 1.67 AISC Specification F1 f2�= 1.67 AISC Specification E1 ()bolt= 2.00 AISC Specification J3 Base Plate: Diameter, D= 8.5 in. Dia.to Bolts, d = 6.5 in. Fy= 36 ksi Anchor Rods: No.of Bolts= 4 Slot Length = 2 in. Size of Bolts= 3/4 in. Bolt Spacing= 4.60 in. ASTM Designation= A36 Threaded Tensile Stress, F„= 58 ksi Base Plate Separation = 3 in. Wind Load Moment: M = 1.62 k-ft Dead Load at Base: Pd= 0.23 kips Max Anchor Tens.: T= 2.06 kips Capacity: Rnt/O= FntAb/O= 9.61 kips O.K. Max Anchor Comp.: P= 2.18 kips Capacity: Rnr/0= FerAb/Q= 9.40 kips O.K. Max Anchor Shear: V= 0.51 kips Capacity: Rn„ f)= Fn,Ab/1)= 5.77 kips O.K. Combined Tension and Shear: R'nt/S2= 9.61 kips > T= 2.06 kips O.K. Plate Thickness: tmin= 1 in. Use 1 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 15.90 kips Friction Force= 2.23 kips Torsional Force= 0.39 kips < 2.23 kips O.K. Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652 By EOS IC13 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 (D„= 0.75 ACI 318-14 mb= 0.9 ACI 318-14 fc = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft Pa = 150 psf/ft Pedestal Length = 0 ft Overburden = 1.083 ft qa= 2000 psf Total Service Wind Load: PW= 0.51 kips Total Service Moment at Base: M = 1.62 k-ft Rectangular Spread Foundation: Length = 3 ft. Width = 3 ft. Depth= 2.5 ft. Dead Load, Pd= 4.51 kips Overturning Moment, Mo= 3.69 k-ft Resistive Moment, Mr= 6.77 k-ft Mr/Mo= 1.83 > 1.5 O.K. Eccentricity,e= M/Pd= 0.36 ft. kern, k= 0.50 ft. e< k Bearing Pressure, ginax= 861.91 psf < %= 2000 psf O.K. Moment in Footing Mu= 3.50 k-ft No Reinforcing Required - Use Minimum Steel Use 4 No. 5 Bars Top and Bottom - Length. Use 4 No. 5 Bars Top and bottom -Width. Moment Capacity, (DMn= 144.72 k-ft > M„ = 3.50 k-ft O.K. Check Shear,V„= N/A *See Note Below Shear Capacity, O*V„= 24.02 kips/ft Project * Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 M©del DB/DE-48-NIL/IL-150 CONSULTING ENGINEERS Job No. 184652. By EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10, Section 2.3 Resistance Factors: Oplain= 0.6 ACI 318-14 m„= 0.75 ACI 318-14 Ob= 0.9 ACI 318-14 f c = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1 ft Total Wind Load: P,,= 0.51 kips Total Service Moment at base: M = 1.62 k-ft Circular Caisson Foundation: No. of Caissons= 1 Diameter= 1.5 ft. Depth = 4 ft. M(top of caisson)= 1.62 k-ft Height to P,„ h= 3.20 ft. .Required Depth, d = 3.80 ft. O.K. IBC 2015, Section 1807.3.2.1 Moment in Footing, M„= 2.71 k-ft No Reinforcing Req'd Moment Capacity, mMn= 5.03 k-ft > M„= 2.71 k-ft O.K. Vertical Slab Foundation: Length= 2 ft. Width = 3 ft. Depth= 3 ft. M(top of slab)= 1.75 k-ft Height to PW, h= 3.45 ft. Required Depth, d= 2.65 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 2.92 k-ft Use a minimum of 3 No. 5 Veritcal Bars on Each Face Use a minimum of 3 No. 5 Horizontal Bars on Each Face Moment in Footing, M„= 84.19 k-ft > M„= 2.92 k-ft O.K. Socket Bearing Width, b= 3 in. Embedment, d = 24 in. Allowable Bearing=0.3*f'c= 750 psi Maximum Bearing= (M + P_*d/2)*(6/d`) + P—/d = 0.09 psi O.K. b Minimum Bearing= (M + P...*d/2)*(6/d`)- p_/d = 0.08 psi O.K. b ` ° 10U/20 u Center Print eonx .:*IN ouvwumuaraozx�o1 nm,Name: wu�moCeo�, neonmmenuoovnnomnm�u: cu1n�u�a � Address: 7000 Dairy Road Approved: . City/State: zopoymNs pILoma4o Date Print: 10101/20 a , Existing Photo Proposed PhotoV Ilev rall ' Si=^ side Existing Proposed Sign Number: 018 Height: 6' _ Overall Existing Sign Type: Pylon Sign Type: L-au Overall Width: 9'-13/4' - - --------------- ----------------'----- Face me�/ Logo Height: � � GraphicsAction: Remove __ uetter Overall Height: 2V8" Message A: Illuminated: | Face Message 8:_____________________________________________________________________.___ Face Width: zao^ Comments: ' � -��� ��--�--------------------- -----------�------------------�-'----------------------------'------------'--- Square Feet: Restoration Notes: Perform utility locates and verify setbacks prior to fabrication installation.Install new signage using existing /«om/nateu mte,������!namd »nm»�e�cmo��m�iramu|uonvlmzm�aemnmmumroewunona�v�omumuma�,�/muu�o,oew��u�econm� -----''----'-----' ------------' documents for I������������!and��a,,e,�q�����������/o��������g������ smcm�� Power�omonu''o' ----'---- - - --- ---- -- ------------��----------- Watt Material: ome, @9n Comment:____--_____-'_____________ and Recommendation Book Legal 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 ctient forwhich they were monigle created,without previous authorization from Monlgle Associates and their clients.The information Is for design intent only and shalt be used only as a guide to produce the finished sizes,appearances,and functions.Nothing contained within the information or Content provided by Monigle Associates shalt be construed as a design for any engineered element.The Sign Vendor 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 venclorwill,be responsible for replacing the sign at their cost.@ 1999-2018 MONIGLE ASSOCIATES INC.,ALL RIGI ITS RESERVED-SIGNCHART IS A REGISTERED TRADEMARK h8nn:/IsignohaU4.mun|Q|e.oaVphntbuuk.php?oite']U=oUox751 20/21 Advent Health System 7350 Dairy Road Zephyrhills, FL RBA Job No. 18 4694 CALCULATIONS Sign Type: L-6-I L Designed in acco dance1with: Designed in-accordance with: Florida Building Code'-Oh Edition (2017) f,Section`1­6 Wind Load ASCE 740� 1'50 mph wind load Risk'Category II ' Exposure C STIATE OF A L i FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 227 French Landing Drive, Suite 500 Nashville, Tennessee 37228 Project Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 2 of 7 Model L-6-IL/NIL-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 9.88 ft. 6 ft. 4.78 ft. Overall Column Soil Backfill Height, h Height, c Above Caisson, D 6 ft. 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. toes= 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 Model` L-6-1L/NIL-150 CONSULTING ENGINEERS Job No. 184652 By EOS f103 NASHVILLE,TN Date 9/27/18 CODES: Wind Loads per provisions of ASCE 7-10, Chapter 29 SIGN DIMENSIONS: Length, B= 9.88 ft. Height, s= 6 ft. OAH Above Grade, h = 6 ft. Depth = 0.75 ft. Asign= 59.3 ftZ WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II qh= 0.00256 * K,* KZt* Kd*VZ Velocity Pressure,ASCE 7-10, Section 29.3.2 KZ= 0.85 Velocity Pressure Exposure Coefficient,ASCE 7-10,Table 29.3-1 KZt= 1.0 Topographic Factor, ASCE 7-10,Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-10,Table 26.6-1 V= 150 Basic Wind Speed, mph, ASCE 7-10, Figure 26.5-1A qh= 41.62 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= 1.65 Length of Sign/Depth of Sign s/h = 1.00 Depth of Sign/Overall Height Cf= 1.42 Force Coefficient,ASCE 7-10, Figure 29.4-1 CASE A: resultant acts normal to the sign face at a distance above the geometric F/A= 50.15 Ib/ftZ center equal to 0.30' CASE B: resultant acts normal to the sign face at a distance of 1.98'toward the windward edge and 0.30' above the geometric center LRFD Loadine: Use wind pressure= 50.15 Ib/ftZ for 1.0*W from ASCE 7-10, Section 2.3.2 ASD Loading: Use wind pressure= 30.09 lb/ft' for 0.6*W from ASCE 7-10,Section 2.4.1 Project * Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 4 of 7 Model L-6-IL/NIL-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: ObTV= 1.67 AISC Specification F1, H3, G1 Service Wind Loads: Moment Arms: Sign Dead Load= 0.71 kips Sign, P,N= 1.78 kips 4.30 ft. Total Service Moment at Base: M = 7.67 k-ft Yielding Strength: M„=Mp= Fy*Z Mn= 19.92 k-ft AISC Specification F8-1 Mn/C2= 11.93 k-ft > M = 7.67 k-ft O.K. Factored Torsion Due to 0.2 Offset: T= 3.81 k-ft Torsional Strength: Tn=F«* C Tn= 18.76 k-ft AISC Specification 1-13-1(a) Tn/f2= 11.24 k-ft > T= 3.81 k-ft O.K. Service Axial Load: P= 0.80 kips Compressive Strength: AISC Specification Table 4-6 Pn/C2= 62.6 kips > P= 0.80 kips O.K. Service Shear at Base: V„= 1.78 kips Shear Strength: Vn= F«*Ag/2 Vn= 42.11 kips AISC Specification G6 Vn/O= 25.21 kips > V= 1.78 kips O.K. Combined Torsion,Shear, Flexure and Axial Force: AISC Specification 1-11-1b Required torsional strength exceeds 20%of design torsional strength. Use AISC equation 1-13-6= 0.82 < 1.0 O.K. Project, Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 5 of 7 00 Model L-6-IL/NIL-150 CONSULTING ENGINEERS Job No. 184652 By EOS II& NASHVILLE,TN Date 9/27/18 CHECK WELD OF COLUMN TO BASE PLATE: Safety Factor for Welds: 0= 2.00 AISC Specification J2 Fillet weld size = 3/16 Sweid= 3.45 in Stiffener fillet weld size = 0 Wind Load and Moment: M = 7.67 k-ft Pw= 1.78 kips Transverse Load In Weld = (M/Sweid)*(effective throat) = 3.54 kips/in Longitudinal Load In Weld = P/(Lweid) = 0.32 kips/in Total Load In Weld = Transverse + Longitudinal = 2.68 kips/in AISC Specification J2-5 (1+0.5*sin'-'0) (1+0.5*sin1.s(D) Weld Design Strength, Rjn= (0.6*Fe,,,)*(Effective Throat)/Cl AISC Specification J2 RnM = 2.79 kips/in > 2.68 kips/in O.K. CHECK BASE PLATE AND ANCHOR BOLTS: LRFD Load Combinations: D+0.6W ASCE 7-10,Section 2.4 Safety Factors: S2b= 1.67 AISC Specification F1 0c= 1.67 AISC Specification E1 C)boit= 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= 3 in. Wind Load Moment: M = 7.67 k-ft Dead Load at Base: Pd= 0.80 kips Max Anchor Tens.: T= 7.03 kips Capacity: RnA= FntAb/12= 17.08 kips O.K. Max Anchor Comp.: P= 7.43 kips Capacity: Rnc/Q= FcrAb/C2= 16.80 kips O.K. Max Anchor Shear: V= 2.99 kips Capacity: Rnv/O= Fn Ab/()= 10.25 kips O.K. Combined Tension and Shear: R'nt/Ll= 17.08 kips > T= 7.03 kips O.K. Plate Thickness: tmin= 1 in. Use 1 1/4 " Min Bolt Torsion Resistance: Number of Turns Past Snug Tight: 1/3 Normal Force= 28.27 kips Friction Force= 3.96 kips Torsional Force= 2.54 kips < 3.96. kips O.K. Project; Advent Health ROSS BRYAN ASSOCIATES, INC. Sheet No. 6 of 7 Model L-6-IL/NIL-150 CONSULTING ENGINEERS Job No. 184652 By EOS tL- NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.21)+W ASCE 7-10, Section 2.3 Resistance Factors: mpiain= 0.6 ACI 318-14 = 0.75 ACI 318-14 mb= 0.9 ACI 318-14 PC = 2500 psi Pedestal Width = 0 ft Pedastal Height= 0 ft Pa = 150 psf/ft Pedestal Length= 0 ft Overburden = 1.08 ft qa= 2000 psf Total Service Wind Load: P,= 1.78 kips Total Service Moment at Base: M = 7.67 k-ft Rectangular Spread Foundation: Length = 5 ft. Width = 4 ft. Depth= . 2.5 ft. Dead Load, Pd= 10.33 kips Overturning Moment, Mo= 14.95 k-ft Resistive Moment, M,= 25.83 k-ft Mr/Mo= 1.73 > 1.5 O.K. Eccentricity, e= M/Pd= 0.74 ft. kern, k= 0.83 ft. e< k Bearing Pressure, gmax= 976.71 psf < qa= 2000 psf O.K. Moment in Footing Mu= 13.96 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,mMn= 181.11 k-ft > M„= 13.96 k-ft O.K. Check Shear,V„= 0.44 kips/ft Shear Capacity, m*V„= 24.02 kips/ft > Vu = 0.44 kips/ft O.K. Project a .Advent Health 0 ROSS BRYAN ASSOCIATES, INC. Sheet No. 7 of 7 Model L-6-IL/NIL-150 CONSULTING ENGINEERS Job No. 184652 By EOS NASHVILLE,TN Date 9/27/18 CHECK FOUNDATIONS: LRFD Load Combinations: 1.2D+W ASCE 7-10,Section 2.3 Resistance Factors: Opiain= 0.6 ACI 318-14 0„= 0.75 ACI 318-14 Ob= 0.9 ACI 318-14 PC = 2500 psi Pa = 150 psf/ft qa= 2000 psf Overburden = 1.08 ft Total Wind Load: PW= 1.78 kips Total Service Moment at base: M = 7.67 k-ft Circular Caisson Foundation: No. of Caissons= 1 Diameter= 2 ft. Depth = 6.25 ft. M(top of caisson)= 7.67 k-ft Height to PW, h= 4.30 ft. Required Depth, d = 5.96 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 12.78 k-ft No Reinforcing Req'd Moment Capacity, Wn= 13.07 k-ft > M„= 12.78 k-ft O.K. Vertical Slab Foundation: Length = 2 ft. Width= 3 ft. Depth= 5 ft. M(top of slab)= 8.12 k-ft Height to P,,„ h = 4.55 ft. Required Depth, d = 4.74 ft. O.K. IBC 2015,Section 1807.3.2.1 Moment in Footing, M„= 13.53 k-ft Use a minimum of 3 No. 5 Veritcal Bars on Each Face Use a minimum of 5 No. 5 Horizontal Bars on Each Face Moment in Footing, Mu= 84.19 k-ft > M„= 13.53 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 = 0.25 psi O.K. b Minimum Bearing= (M + P_*d/2)*(6/d`)- P_/d = 0.22 psi O.K. b