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SGN-20-296Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address ;� c4 F�''�J'�jIJU;Ic. Issue Date: 03/16/2020 Parcel Number 11300 NE 2ND AVE, Miami Shores, FL 33161 1121360000050 Contacts Permit NO.: SGN-02-20-296 Permit Type: Sign Work Classification: New Permit Status: Approved Expiration: 09/14/2020 BARRY UNIVERSITY INC Owner 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 LSJ CORP DBA GRAPH PLEX SIGNS Contractor JOSHUA LEONARD AGRIESTI 2830 N 28 TER, HOLLYWOOD, FL 33020 Business: 9549200905 Description: INSTALL EXTERIOR CAMPUS BUILDING IDENTIFIER Valuation: $ 4,940.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.22 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $98.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $3.71 Total: $339.13 Building Department Copy Payments Date Paid Amt Paid Total Fees $339.13 Check # 2617 03/16/2020 $339.13 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate a%that all regulating construction and zoning. Futhermore, I authorize the above named contra for to.do be pone in compliance with all applicable laws Authorized Signature: Owner / Applicant / Contractor / Agent March 16, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:03/16/2020 Location Address Parcel Number 11300 NE 2ND AVE, Miami Shores, FL 33161 1121360000050 Contacts Permit NO.: SGN-02-20-296 Permit Type: Sign Work Classifications New Permit Status: Approved Expiration: 09/ 14/2020 BARRY UNIVERSITY INC Owner 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 LSJ CORP DBA GRAPH FLEX SIGNS Contractor JOSHUA LEONARD AGRIESTI 2830 N 28 TER, HOLLYWOOD, FL 33020 Business: 9549200905 Description: INSTALL EXTERIOR CAMPUS BUILDING IDENTIFIER Valuation: $ 4,940.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.22 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $98.20 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $3.71 Total: $339.13 Applicant Copy Payments Date Paid Amt Paid Total Fees $339.13 Check # 2617 03/16/2020 $339.13 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at hops://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. March 16, 2020 Page 1 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ENTnRED FEB 0 7 2020 BY: (Dit FBC A2'0 1 /� Master Permit No. � N - V 2 20-29 to Sub Permit No. j�}BUILDING ❑ELECTRIC ❑ROOFING (� REVISION (� EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP .t ,,.�/ CONTRACTOR DRAWINGS JOB ADDRESS: // J� no 1y 19_1X AV — 6A I % 1V tyS) ' _Doi'Yl 1 Y11•cA/1i1, City: Miami Shores County: I Miami Dade Zip: elz& sf Folio/Parcel#: / 101-/3& 0174 40556 is Ihe Building Historically Designated: Yes __ NO Occupancy Type: Load: Construction Type: 1 Flood Zone: BFE: FFE: n .1 OWNER: Name (Fee Simple Titleholde Address:_ ' 130fi City: jr/ k y" Y P� Tenant/Lessee Name: Email: U11) V. State: e#:� °l - 3 aq S CONTRACTOR: Company Name: t7/fd'n A I)',r x I)rC,� Phone#: 7� rfo�(j. D90d� Address:rr. City: `State: Zip: 3�L7� Qualifier Name: D517 G Phone#: State Certification or Registration #: 471 % 3 L7l3 Y,79S— Certificate of Competency #: DESIGNER: Architect/Engineer: —�/It'Phone#: 5.66,2Y6 ` 3?/-3 pp T —,� 33 3e3 Address:_ /ova /V . ��/�� D/i City: �GI State: /e Zip: Value of Work for this Permit: $ y!P Square/Linear Footage of Work: & C 49 Type of Work: ❑ Addition ❑ Alteration New ❑ lace Re air Re p / p El Demolition Description of Work: /n 57/4,d " p e s ' IL(( kL44JId. 1) ) —�.A i -a- Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF S DBPR $ CO/CC $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ — f (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address — City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu OWNER or AG The for� g utrument was acknowledged before me this �--_dUTA ay of �n 20 �'b by NW10�t why ��c^nail known to me or who has produced as identification and who did take an oath. NOTARY PUI C: I ,. 7 Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of A-z-htue. i`(J 20 d 10 by �A:ish , who i ersonall to me or who has produced _ as identification and who did take an oath. NOTARY PUBLIC: Print: _ U — - - _ Print: la Walker Seal: . , JEFMJYAO K <'= Comm.#60340827 L Coatln ft#GG24991$ Seal: Novernbetl2 2022 Ex Tres: June 2, 2023 s<? Explros �,y=ti��`` Bonded Thru Aaron Notary a7.#F1' eaa�anwr�or r o�aooaesao,a � APPROVED BY -`�31 _ Plans Examiner AA Zoning Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 t ; OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300 NE 2 AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE LAVOIE BLDG 2ND FL RM 204 MIAMI SHORES, FL 33161-6628 USA PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAUSCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $37,851,316 $38,119,989 $38,439,360 XF Value $2,565,661 $2,586,435 $2,607,248 Market Value $47,378,577 $47,668,024 $48,008,208 Assessed Value $47,378,577 $47,668,024 $48,008,208 Benefits Information Benefit Type 2019 2018 2017 Educational Exemption $47,378,577 $47,668,024 $48,008,208 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS W40FT LOT SIZE 1740400 SQUARE FEET Generated On : 1/31/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $47,378,577 $47,668,024 $48,008,208 Taxable Value $0 $0 $0 School Board Exemption Value $47,378,577 $47,668,024 $48,008,208 Taxable Value $0 $0 $0 City Exemption Value $47,378,577 $47,668,024 $48,008,208 Taxable Value $0 $0 $0 Regional Exemption Value $47,378,577 $47,668,024 $48,008,208 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Avww.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/Apps/PA/propertysearch/ 1 /31 /2020 Detail by Entity Name Page I of 3 4 Florida Department of State rg ,p/'I�r�'� av1 r�r lsd �t u/F7srLa.Y w±:.'atr DPp. l-e-t of Stab / Divlsl—t of Corporat'ons / Sea ch Record > / Detail By Dmrne-t Number / Detail by Entity Name Florida Not For Profit Corporation BARRY UNIVERSITY, INC. Filing Information Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date 711458 59-0624364 09/08/1966 FL ACTIVE AMENDED AND RESTATED ARTICLES 03/27/2009 NONE Principal Address 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Changed: 04/30/2018 Mailing Address 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Changed: 04/30/2018 Registered Agent Name & Address DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 Name Changed: 11/02/2016 Address Changed:11/02/2016 Officer/Director Detail Name & Address Title S DUDGEON, DAVID DIVISION OF CORPORATIONS http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inq... 1 /31 /2020 Detail by Entity Name Page 2 of 3 11300 NE SECOND AVE MIAMI, FL 33161 Title T Rosenthal, Susan 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Title D Bussel, John 11300 NE SECOND AVE MIAMI, FL 33161 Title PD Allen, Michael, PhD 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Title VP Murray, John 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Annual Reports Report Year Filed Date 2018 04/30/2018 2019 04/30/2019 2019 10/29/2019 Document Images 10/29/2019 -- AMENDED ANNUAL REPORT I View mrge in PDF format 04/30/2019 —ANNUAL REPORT I View image in PDF format 04/30/2018 -- ANNUAL REPORT View image in PDF format 04/27/2017 — ANNUAL REPORT View image in PDF format 11/02/2016 -- Reg. Agent Change View image in PDF format 10/ 7/2016 — Req. Agent Change View image in PDF format 10/18/2016=AAMENDED ANNUAL REPORT View image in PDF format 04/29/2016 — ANNUAL REPORT View image in PDF format 04/23/2015 -- ANNUAL REPORT View image in PDF format 03/31/2014 -- ANNUAL REPORT View image in PDF format 04/01/2013 — ANNUAL REPORT View image in PDF format 02/08/2012 — ANNUAL REPORT View image in PDF format 01/31/2011 —ANNUAL REPORT View image in PDF format 01/29/2010 —ANNUAL REPORT View image in PDF format 03/27/2009 -- Amended and Restated Artides View image in PDF format 03/19/2009 — ANNUAL REPORT View image in PDF format http://search. sunbiz. org/Inquiry/CorporationSearch/S earchResultDetail?inq... 1 /31 /2020 Barry University 11300 NE 2"d Ave. Miami Shores, FL. 33161 January 31, 2020 Miami Shores Village Building Department 10050 N.E. 2"d Ave. Miami Shores, FL. 33138 To the Building Department: We give GraphPlex Signs (2830 N. 28th Terrace Hollywood FL.) permission to acquire permits and install new exterior ground sign on our property located at 11300 N.E. 2"d Ave.Xiami Shores, FL. 33138 k" Name l i Title k ( -3 t Z.o Date i ►,�s ► JEFFCO R.Ysb# GG 249916 Notary's Signature �?��; Expires November 12, 2022 ,o: i� 4•'' g� Thru hoy Ftln bauruice i•01! n� Name and Title Personally Known or Produced Identification (circle one) Type of ID Produced r ..t+ Seats 13.6 cy easyseals.com FEB 2 1 2NO BY: DESIGN CALCULATIONS . . .... ...... FOR ...... .. ...... .... . .. ..... ...... . . ..... BARRY UNIVERSITY ...... DOMINICAN QUAD • : .. ....:. FREESTANDING SIGN '••• •••• NW 115th St - Miami Shores i S IF, C I (ji i APi-FtC; ". :� _7T- GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 6th Edition (2017) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein, except where noted otherwise. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly Index: specified herein and/or in accompanying engineering drawings. The Pg 1 Cover existing host structure (if any) is assumed to be in good condition, Pg 2 Wind Loads capable of supporting the loaded system, subject to building department Pg 3 Footing Design approval. No warranty, either expressed or implied, is contained herein. Pg 4 Primary Support(s) 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1-A. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. Engi�p> s� ttr t��feal valid 14 No. 7 2 TATE %�F O Feb 1 0'AN Chris��rl`;�R£ # 67382 Easy Se6W,,,in.6LWXuth # 31124 1200 N Federal Hwy, #200 Boca Raton, FL 33432 Easy Seals .com Page 1 et� iL�lS Seals CALCULATIONS FOR FREESTANDING SIGNS e Sys lscom ASCE 7-10 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Building Specs V = 175 mph Basic wind speed Exposure C Calculations a = 9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos. boundary layer G = 0.85 175 mph - UP "C" Monuments at grade W/Ht Ratio <_ 0.5 DESIGN SIGN WIND HEIGHT PRESSURES 15 ft ± 44.7 psf 18 ft ± 46.5 psf 20 ft ± 47.5 psf 30 ft ± 51.7 psf 35 ft ± 53.5 psf 40 ft ± 55.0 psf 45 ft ± 56.4 psf 50 ft ± 57.6 psf 55 ft ± 58.8 psf 60 ft ± 59.9 psf 70 ft ± 61.8 psf 80 ft ± 63.6 psf 90 ft ± 65.2 psf 100 ft ± 66.7 psf 110 ft ± 68.0 psf 120 ft ± 69.3 psf 130 ft ± 70.5 psf 140 ft ± 71.6 psf 150 ft ± 72.6 psf 175 ft ± 75.0 psf 200 ft ± 77.1 psf 250 ft ± 80.9 psf Risk Category 1 Structure ASD Load Combo Coeff: 0.6 N Y u Y q Z 0.85 33.9 0.88 35.3 0.90 36.1 0.98 39.3 1.01 40.6 1.04 41.7 1.07 42.8 1.09 43.7 1.12 44.6 1.14 45.4 1.17 46.9 1.21 48.3 1.24 49.5 1.27 50.6 1.29 51.6 1.32 52.6 1.34 53.5 1.36 54.3 1.38 55.1 1.42 56.9 1.46 58.6 1.53 61.4 Kd = 0.85 DKeottio-mlity factor. Kzt = 1.0 Topogr&phic factor Cf = 1.55 FZ, fvr fficie 00*000 ...Width/HeighfrMo >_0.5• ...... . . . .. . .• .. . 0000 . ..• Page 2 y Ea Seals e SYS IS.wm CALCULATIONS FOR FREESTANDING SIGNS Footing Design for Freestanding Signs Structure Dimensions & Loading Design wind pressure: P = Overturning Safety Factor: Q = Sign area 1: A1= Height of applied force above grade: h1= Sign area 2: A2 = Height of applied force above grade: h2 = Overturning Moment: Round Footing Diameter: B = Footing depth: d = Superstructure weight: Dr = Soil cover weight: Ds = Footing weight: Df = Total weight: D = Soil Strength ... FBcTables 1806.2,1819.6 44.7 psf 1.5 ... FBC 1807.2.3 6.3 sq ft ... tributary area 1 for each footer (e.g. sign) 2.6 ft ... height of area 1 centroid 0.5 sq ft tributary area 2 for each footer{a.g. post) 0.5 ft ... height of areal ceptrpid "" "•'; • Mn = P*(A1*h1+A2*h2) • ...... . .. ...... Mn = 0.7 kip-ft •••�•• 1.5 ft .... . .. ..... • ...... . . ..... 3 ft Soil cover: ••••ds= :•.d.. ft ***a:* ...... 200 lb . . .. . • ...... 0 lb ... = 100pcf*n*B^2#%; 0000 • • 795 lb ... = 150pcf*n*B^2/4*d 0000 995 lb ... = Dr + Ds + Df Soil class: 4. Sand, silty sand, silty gravel Lateral bearing strength: Plat = 150 psf/ft Vertical bearing strength: Pbrg = 2000 psf Check Lateral Soil Bearing Pressures (Empirical Method) ... FBC Sect 1807.3.2.1 Unconstrained (No rigid floor or pavement at ground surface) Allowable lateral soil bearing pressure at 1/3 depth: S1= 2*Plat * (d+ds)/3 S1= 300 psf Total applied lateral load: Ptot = 0.31 kips Equiv ht of applied load: heq = 2.43 ft As = 2.34*Ptot/(S1*B) As = 1.6 ft dreq = As/2 * [ 1 + V(1+4.36*heq/As) ] dreq = 2.99 ft dreq < d OK Page 3 y �Easy Seats ate. easyseals.com CALCULATIONS FOR FREESTANDING SIGNS ALUMINUM DESIGN MANUAL Specifications for Aluminum Structures (Buildings) Design Check of 3"x3"x0.125"/0.125" 6063-T6 Aluminum Tube b Alloy: 6063 Temper: T6 Welded: N SECTION PROPERTIES th b 3.000" Flange width tb 0.125" Flange thickness L .. . h 3.000" Web height • • • • th 0.125" Web thickness • Ix 1.98 in^4 Moment of Inertia about axis parallel to flang ly 1.98 in^4 Moment of Inertia about axis parallel to web ."". tb ;•, •, Sc 1.32 inA3 Section modulus, compression side (about X-axis) ••..•. rx 1.17 in Radius of gyration about centroidal axis parallel to fwmae :�•�•� ry 1.17 in Radius of gyration about centroidal axis parallel to*M00: ' 1 2.97 in"4 Torsion constant •••• A 1.44 inA2 Cross sectional area of member •• •••• •• • MEMBER SPANS L Lb k MATERIAL PROPERTIES Ftu 30 ksi Fty 25 ksi Fcy 25 ksi Fsu 19 ksi E 10,100 ksi 10.0 ft Unsupported member length (between supports) 8.0 ft Unbraced length for bending (between bracing against side -sway) 1.0 Effective length factor Tensile ultimate strength Tensile yield strength Compressive yield strength Shear ultimate strength Compressive Modulus of Elasticity IIALLOWABLE STRESSES I Fb = 15.15 ksi Allowable bending stress Fac = 4.90 ksi Allowable axial stress, compression MEMBER LOADING Design wind pressure: P = 44.7 psf End Supports: Cantiliever Sign area: Al = 6.8 sq ft ... trib area for each post (e.g. sign+post) Eccentricity of applied force: e1 = 2.4 ft ... dist to area centroid (weighted avg h1,h2) Bending Moments Mz 0.74 kip-ft Bending moment developed in member Ma = 1.67 kip ft fb = 6.74 ksi Bending stress developed in member Fb = 15.15 ksi Allowable bending stress of member fb < Fb OK Page 4 4. Efas Seats easyseals.com DESIGN CALCULATIONS �T 40, FOR BARRY UNIVERSITY DOMINICAN QUAD FREESTANDING SIGN NW 115th St — Miami Shores GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 6th Edition (2017) for use within and outside the High Velocity Hurricane Zone (HVHZ). 2. Wind loads have been calculated per the requirements of ASCE 7-10 as shown herein, except where noted otherwise. 3. These engineering calculations pertain only to the structural integrity of those systems, components, and/or other construction explicitly specified herein and/or in accompanying engineering drawings. The existing host structure (if any) is assumed to be in good condition, capable of supporting the loaded system, subject to building department approval. No warranty, either expressed or implied, is contained herein. 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. 5. Where site conditions deviate from those noted herein, revisions may be required or a separate site -specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete shall be protected as prescribed in the 2015 Aluminum Design Manual, Part 1-A. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. 7. Engineer seal affixed hereto validates structural design as shown only. Use of this specification by contractor, et. Al, indemnifies and saves harmless this engineer for all costs & damages including legal fees & apellate fees resulting from deviation from this design. .... ...... .... .... ..... .. .. .. ...... Index: Pg 1 Cover Pg 2 Wind Loads Pg 3 Footing Design Pg 4 Primary Support(s) EngiQs>�t�irA 4,� eal valid No.673 2 �:� •� 5 AT OF -�h . A,b 0 Chr'rsq # 67382 zs11.i� �9 Easy Sej.soiiv .,'(2� th # 31124 Federal Hwy, #zoo Easy Seals .com Page 1 Bocaoca Raton, ton, FL 33432 Easyseats CALCULATIONS FOR FREESTANDING SIGNS ASCE 7-10 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Buildin Sec V = 65 ph Basic wind speed Risk Category 1 Structure Exposure C ASD Load Combo Coeff: 0.6 Calculations a = 9.5 3-sec gust speed power law exponent zg = 900, Nominal ht. of atmos. boundary layer G = 0.85 1, h - Ex "C"ents at grade Ratio<_ 0.5 DESIGN F WIND PRESSURES ± 39.8 psf + 41.3 psf ± 42.2 psf ± 46.0 psf 35 ft ± 47.5 psf 40 ft ± 48.9 psf 45 ft ± 50.1 psf 50 ft ± 51.2 psf 55 ft ± 52.3 psf 60 ft ± 53.2 psf 70 ft ± 55.0 psf 80 ft ± 56.5 psf 90 ft ± 58.0 psf 100 ft ± 59.3 psf 110 ft ± 60.5 psf 120 ft ± 61.6 psf 130 ft ± 62.6 psf 140 ft ± 63.6 psf 150 ft ± 64.6 psf 175 ft ± 66.7 psf 200 ft ± 68.6 psf 250 ft ± 71.9 psf Y n Y Qz 0.85 30.2 0.88 31.4 0.90 32.1 0.98 34.9 1.01 36.1 1.04 37.1 1.07 38.0 1.09 38.9 1.12 39.7 1.14 40.4 1.17 41.7 1.21 42.9 1.24 44.0 1.27 45.0 1.29 45.9 1.32 46.7 1.34 47.5 1.36 48.3 1.38 49.0 1.42 50.6 1.46 52.1 1.53 54.6 Kd = 0.85 Directionality factor Kzt = 1.0 Topographic factor Cf = 1.55 Force Coefficient ...Width/Height ratio >_0.5 • Page 2 (0)EasySeats CALCULATIONS FOR FREESTANDING SIGNS Footing Design for Freestanding Signs Structure Dimensions & Loading Design wind pressure: P = Overturning Safety Factor: O = Sign area 1: A1= Height of applied force above grade: h1= Sign area 2: A2 = Height of applied force above grade: h2 = Overturning Moment: 39.8 psf 1.5 ... FBC 1807.2.3 6.3 sq ft ... tributary area 1 for each footer (e.g. sign) 2.6 ft ... height of area 1 centroid 0.5 sq ft ... tributary area 2 for each footer (e.g. post) 0.5 ft ... height of area 2 centroid Mn = P*(A1*h1+A2*h2) Mn = 0.7 kip-ft Round Footing Diameter: B = 1.5 ft Footing depth: d = 3 ft Superstructure weight: Dr = 200 lb Soil cover weight: Ds = 0 lb Footing weight: Df = 795 lb Total weight: D = 995 lb Soil Strength ... FBC Tables 1806.2,1819.6 Soil class: Lateral bearing strength Vertical bearing strength 4. Sand, silty sand, silty gravel Plat = 150 psf/ft Pbrg = 2000 psf Check Lateral Soil Bearing Pressures Soil cover: ds = 0 = 100pcf*n*B^244*ds. • • = 150pcf*n*B^2/'? • .• . =Dr+Ds+Df • (Empirical Method) ... FBC Sect 1807.3.2. 1 Unconstrained (No rigid floor or pavement at ground surface) Allowable lateral soil bearing pressure at 1/3 depth: S1= 2*Plat * (d+ds)/3 S1= 300 psf Total applied lateral load: Ptot = 0.27 kips Equiv ht of applied load: heq = 2.43 ft As = 2.34*Ptot/(S1*B) As = 1.4 ft dreq = As/2.* [ 1 + V(1+4.36*heq/As) dreq = 2.77 ft ft dreq < d OK Page 3 N Easy Seals easyseals,mm CALCULATIONS FOR FREESTANDING SIGNS • ALUMINUM DESIGN MANUAL Specifications for Aluminum Structures (Buildings) Design Check of 3"x3"x0.125"/0.125" 6063-T6 Aluminum Tube b Alloy: 6063 Temper: T6 Welded: N SECTION PROPERTIES th b 3.000" Flange width tb 0.125" Flange thickness — h 3.000" Web height th 0.125" Web thickness ix 1.98 inA4 Moment of Inertia about axis parallel to flang ly 1.98 in^4 Moment of Inertia about axis parallel to web tb Sc 1.32 in^3 Section modulus, compression side (about X-axis) rx 1.17 in Radius of gyration about centroidal axis parallel to flange ry 1.17 in Radius of gyration about centroidal axis parallel to web 1 2.97 inA4 Torsion constant A 1.44 inA2 Cross sectional area of member ."'•• MEMBER SPANS L Lb k MATERIAL PROPERTIES Ftu 30 ksi Fty 25 ksi Fcy 25 ksi Fsu 19 ksi E 10,100 ksi • •••••• 00*000 10.0 ft Unsupported member length (between supports) '"'••• 8.0 ft Unbraced length for bending (between bracing again; de -swag): �••�•• • 1.0 Effective length factor • • •... , • •• •• •• Tensile ultimate strength o •• • • *see •'••�• • Tensile yield strength •• ,,,, •••... Compressive yield strength •••• Shear ultimate strength Compressive Modulus of Elasticity ►ALLOWABLE STRESSES it Fb = 15.15 ksi Fac = 4.90 ksi MEMBER LOADING Allowable bending stress Allowable axial stress, compression Design wind pressure: P = 39.8 psf End Supports: Cantiliever Sign area: Al = 6.8 sq ft ... trib area for each post (e.g. sign+post) Eccentricity of applied force: e1= 2.4 ft ... dist to area centroid (weighted avg hl,h2) Bending Moments Mz 0.66 kip-ft Bending moment developed in member Ma = 1.67 kip ft fb = 5.99 ksi Bending stress developed in member Fb = 15.15 ksi Allowable bending stress of member fb < Fb OK Page 4 to 4'-0" 0'-611 0'-6" 1'-0" A ON CAMPUS BUILDING IDENTIFIER - EX1 Scale: 1" = V-0" EX-1 Two -post Building Identifier Material: Aluminum, Powder Coated Vinyl Copy w/ Protective Clear Coat Finished Acrylic Polyurethane Colors: Pantone 187, Powder Coat color: RAL 3002 Karminrot Pantone 877 (Silver) Note: Signage to be completely enclosed. SIGN IS DOUBLE-FACED o. 67382 `• STATE o; 02 A,fA1Alftt`,; co e,^, GRAPHPLEX CLIENT: BARRY UNIVERSITY ❑ APPROVED AS SUBMITTED BY: DATE: DRAWN BY: RL S i N S 954.920.0905 Sign Design 8 Manufacture PROJECT: Dominican Quad - EX1 ❑ APPROVED AS NOTED BY: DATE: www.graphplex.com ADDRESS: NW 115th Street, Miami Shores, FL SALES: Jon Otero 2830 North 28th Terrace • Hollywood, Florida 33020 THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION SIGN TYPE: Non -Illuminated Post h Panel Sign DATE: 1 /29/2020(1 /31) FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED (IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION QUANTITY: 1 Sign FILENAME: Barry University/ Dominican Quad On Campus ID Sign-EX1-STRUCTURAL 1 PAGE#. 1 WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS. O ON Tm 3m� =Jm LL _ N OM o oo lCr00 Z p V O O o C v_j 1.113 Cc 3 ~ f such is intended. •Structurales eetsrequirementso C 3 8- SC360- 0 D- 5 DS- 5- Generel-Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifiesonly the structural integrity ofthosesystems, components, and/or other construction explicitly specified herein. •Flectricalnotes, details,& specifications are provided byand are the sole responsibility oftheelectrical contractocNoelectrical review has been performedandnocer ificationofs hi m nd d.d design fA I 1 14,AI 1 ,A M1 1 ,&N 1 , NoteS: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(la), or plastidneoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: 170xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O. • ••• •••••• • • • . • • • • • LOCATION GRAPHPLEX CLIENT: BARRY UNIVERSITY 171APPROVED AS SUBMITTED BY: DATE: DRAWN BY: RL y I G N S 954.920.0905 Sign Design 6 Manufacture PROJECT: Dominican Quad - EX1 ❑ APPROVED AS NOTED BY: DATE: www.graphplex.com ADDRESS: NW 115th Street, Miami Shores, FL SALES: Jon Otero 2830 North 28th Terrace • Hollywood, Florida 33020 THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION SIGN TYPE: DATE: 1 /29/2020(1 /31) FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED (IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION QUANTITY: FILENAME: Barry University/ Dominican Quad On Campus ID Sign-EX1-STRUCTURAL PAGE#. 2 WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS. C 10 J LL W ro d O r6 m Q O + u LL N U C. C. fV N M M 3M� = J M LL _ � C � 4 Om U r W IL Cr00 mop Z U_ 0 0 om N Ln x oq m E o ., l7 11 oq II C. L Y N O 2 ' c II V1 %Ao az 3 o C 3 8- SC 360. O D- 5 DS- 5 a a review as been a d ocertificat'onofsuchisintended. •Structuraldesi nmeetsrequirementsfA 1 1 14 AI 1 A Ml 1 &N 1 General -Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specified herein. -Electrical notes, details,&specifications are provided by and are the sole responsibility oftheeledricalcontr ctocNoelectnc electrical vi h b nn n I g, Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(ta), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O. 1 CD Y J 0 C`7 • • • • • • • • • • i • 3" x 3" x 118" welded aluminum angle frame with crossmemember DOM OH 7 1ou ❑❑ ❑ supports as needed ❑� 118" Aluminum cladding on all surfaces powder coated RAL3002 .50 CONCRETE FOOTER OPTIONS (2500 PSI): • 18" DIA x 3'-0" DEEP [AUGERED] • 2'-0" SQx 1'-6" DEEP [SPREAD, W/ (2) #5 BARS EACH WAY, MID -DEPTH] B POST & PANEL SIGN -DETAILS Scale: 1 " = V-0" White plotter cut vinyl copy applied to both faces GRAPHPLEX CLIENT: BARRY UNIVERSITY SW S I G N S 954.920.0905 PROJECT: Dominican Quad - EX1 Sign Design 2 Manufacture www.graphplex.com NW 115th Street Miami Shores FL 2830 North 28th Terrace •Hollywood, Florida 33020 ► ► 611 ing �)Scale: END VIEW 1" = V-0" ❑ APPROVED AS SUBMITTED BY: DATE: ❑ APPROVED AS NOTED BY: DATE: No.67382 "•, STATE OF B "2ago ,yA�yw`�•' ' E NEFRNAI '� '�.F /0 %' d� '`'rYYYYtlt6i��g56 �� m DRAWN BY: RL SALES: Jon Otero THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION SIGN TYPE: DATE: 1 /29/2020(1 /31) FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED (IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION QUANTITY: FILENAME: Barry University/ Dominican Quad On Campus ID Si n-EX1-STRUCTURAL WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS. 7 p 9 PAGE#. 3 ear A mQ a+ v w Cq vLLv V 0 oN .m 3m— = J m LL _ 2 cr, W Om R W LL X OD zU_ O O N Co 3 General - Design is in accordance with the requirements ofthe Fla Bldg Code 6th Ed (2017) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specified herein.• Electrical notes,details,& specifications are provided by and are the sole responsibility ofthe ele(tri(di contractor. No electrical review has been performed and no (ertification ofsu(h is intended. -Structural design meets requirements ofACI 31 M4, AIS( 360-10, ADIVII-1 5, & NDS-15, Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Se( 2203.212222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADN11-15(1a), or plastidneoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall comply with AWS requirements. • Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O. syserutraranxe� i° Client: BARRY UNIVERSITY DOMINICAN QUAD ,..-- i"j. 67382 Location: 11300 NE 2nd AVENUE _ MIAMI SHORES, FL s STATE- ,'. ELEVATION: EAST ` S d ON C IOU 4 Proposed sign location q 0-¢ U• O ` na V O E oN m NW = J M LL _ R C W E00 a oM Moo tW , L 00 zM S V — mob O O . :: O [0 N QN vL _ = t W E SW , s£ S Hr nse n Hw ,z^�nv . nr �2m9 Hall GRAPHPLEX CLIENT: BARRY UNIVERSITY APPROVED AS SUBMITTED BY: DATE: DRAWN BY: RL S I ;�-_ N S 954.920.0905 Sign Design ft Manufacture PROJECT: Dominican Quad - EX1 APPROVED AS NOTED BY: DATE: www.graphplex.com ADDRESS: NW 115th Street Miami Shores FL SALES: Jon Otero 2830 North 28th Terrace • Hollywood, Florida 33020 r r THIS ORIGINAL DRAWING (OR COPY) IS FOR YOUR CONSIDERATION SIGN TYPE: DATE: 1 /29/2020(1 /31) FOR A PROJECT WE ARE PROPOSING FOR YOU. IT IS NOT TO BE COPIED (IN FULL OR PART) OR EXHIBITED TO ANYONE OUTSIDE YOUR ORGANIZATION QUANTITY: FILENAME: Barry University/ Dominican Quad On Campus ID Sign-EX1-STRUCTURAL PAGE#. 4 WITHOUT WRITTEN PERMISSION FROM GRAPHPLEX SIGNS. sU 0 io is intended, -Structurales eets a requirements AISC360-10 ADMI-15 &NDS-15 General -Design is in accordance with the requirements of the Fla Bldg Code 6th Ed (2017) for use within& outside the High Velocity Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly speci6edherein. •Electrical notes, details,& specifications are provided by and are the sole responsibility oftheelectrical contractor. Noelectrical review has been performed and nocertificati certification mend d.d design r q , Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sc( 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-15(la), or plastic/neoprene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. ° All welding shall comply with AWS requirements. • Steel welds: 170xx electrodes. ° Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.