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SGN-20-360Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 04/07/2020 Location Address Parcel Number 11300 NE 2ND AVE, Miami Shores, FL 33161 1121360000050 Contacts Permit NO.: SGN-02-20-360 Permit Type: Sign Work Classification: Repair Permit Status: Approved Expiration: 08/17/2020 BARRY COLLEGE Owner WILCO ELECTRIC LLC Contractor 11300 DENNIS OYLER JYao@barry.edu 430 BUSINESS PKWY, ROYAL PALM BEACH, 33411 permdept@baronsign.com Description: aluminum flat cut out letters Valuation: $4,900.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount CCF $3.00 DBPR Fee $2.21 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $147.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Technology Fee $3.68 Total: $292.89 Payments Date Paid Amt Paid Total Fees $292.89 Credit Card 04/06/2020 $292.89 Amount Due: $0.00 Building Department Copy 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 and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. COVID-19 Authorized Signature: Owner / Applicant / Contractor / Agent Date April 07, 2020 Page 2 of 2 S. •• • ••• easyseals.com .... .. .. .... . . . . . . . .. . . ... ... . ... . ... . . .. ... .. . .. WdALE]CULATIONS DE5i*..• •....• ....:. ...... . .. ...... FOR •�•• .... . ..... ...... . .. ..... .. .. .... ...... BARRY UNIVERSITY •• ••••�• SUSANNE & MICHAEL TWOHIG SCIENCE CENTEjt•••• WALL -MOUNTED SIGNS 11300 NE 2nd Ave — Miami Shores GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 6th Edition (2017)- r— P%�2�Je' 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. 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 Index: existing host structure (if any) is assumed to be in good condition, Pg 1 Cover capable of supporting the loaded system, subject to building department Pg 2 Wind Loads approval. No warranty, either expressed or implied, is contained herein. Pg 3 Anchor Design 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 EngiQp,t�ir�'seal valid required or a separate site -specific engineering evaluation performed. �� 1•:l . 6. Aluminum components in contact with steel or embedded in concrete �Z`.•'• �' ••t�� shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 67 82 Part 1. Steel components in contact with, but not encased in, concrete shall be coated, painted, or otherwise protected against corrosion. �• S ATE •�� 7. Engineer seal affixed hereto validates structural design as shown only. %0�; .• ,c b 0 0'• use of this specification by contractor, et. Al, indemnifies and saves , harmless this engineer for all costs & damages including legal fees & Chrrst "s 1 TgJ •i ` �l # 67382 apellate fees resulting from deviation from this design. Easy Sec'��9�i►,�r�GPYt Auth # 31124 1200 N Federal Hwy, #200 Boca Raton, FL 33432 Easy Seals .com Page 1 a5ySeaL5 CALCULATIONS FOR WALL -MOUNTED SIGNS .... . . easysealscom • • • • • • • • • • ASCE 7-10 Design Windldar&: •�• WALL -MOUNTED SIGNS • Building Specs V = 175 mph Basic wind speed Exposure C Calculations . ... ... . ... . ASD Load Combo Coeff: 0.6 .. . . . •• •.• •. a = 9.5 3-sec gust speed power law exponent Kd = 0.85 zg = 900, Nominal ht. of atmos. boundary layer Kzt = 1.0 Gcpi = 0 Internal pressure coeff A= 10sgft - UP "C" -MOUNTED SIGNS E175mph ASD WIND PRESSURES CENTER CORNER 4) (Zone 5) It Y q2 Q U �r a(Zone U 15 ft 37.3 psf 47.5 psf 0.85 56.6 -1.10 1.40 20 ft 39.7 psf 50.5 psf 0.90 60.1 -1.10 -1.40 25 ft 41.6 psf 52.9 psf 0.95 63.0 1.10 -1.40 30 ft 43.2 psf 55.0 psf 0.98 65.5 -1.10 -1.40 35 ft 44.6 psf 56.8 psf 1.01 67.6 -1.10 -1.40 40 ft 45.9 psf 58.4 psf 1.04 69.5 -1.10 -1.40 45 ft 47.1 psf 59.9 psf 1.07 71.3 -1.10 1.40 50 ft 48.1 psf 61.2 psf 1.09 72.9 -1.10 -1.40 55 ft 49.1 psf 62.5 psf 1.12 74.4 -1.10 -1.40 60 ft 50.0 psf 63.6 psf 1.14 75.7 1.10 1.40 70 ft 42.2 psf 84.5 psf 1.17 78.2 -0.90 -1.80 80 ft 43.5 psf 86.9 psf 1.21 80.5 -0.90 -1.80 90 ft 44.5 psf 89.1 psf 1.24 82.5 -0.90 -1.80 100 ft 45.5 psf 91.1 psf 1.27 84.3 -0.90 -1 80 110 ft 46.5 psf 92.9 psf 1.29 86.1 -0.90 -1.80 120 ft 47.3 psf 94.7 psf 1.32 87.6 -0.90 -1.80 130 ft 48.1 psf 96.3 psf 1.34 89.1 -0.90 -1.80 140 ft 48.9 psf 97.8 psf 1.36 90.5 -0.90 -1.80 150 ft 49.6 psf 99.2 psf 1.38 91.9 -0.90 1.80 175 ft 51.2 psf 102.5 psf 1.42 94.9 -0.90 -1.80 200 ft 52.7 psf 105.4 psf 1.46 97.6 0.90 -1.80 250 ft 1 55.2 psf 110.5 psf 1.53 102.3 -0.90 -1.80 • Directionality factor Topographic factor• �. .• •. •..• TributW area • • • • Page 2 . a3 SeUitS , ,•• CAI QLATIONS FOR WALL -MOUNTED SIGNS e Sys lsmm e • • • • • • • • • Wall Sign Anchor Design •�• •�• • • . * . . Structure Dimensions & Loadirig w ; ••• •• ; ; w • • • • • ••• ••• •• ••• • Design wind pressure: P = 55.0 psf ' Sign type:' . • ••chanel Letter • . . . . . nL.. . .. . . Sign size: b = 1.0 sgft (per letter, critical)•••••• •• •°•••• Goes** • r • •Gees• Wall material: Masonry (ASTM C90, 1,50tA*6 h) ..�.. Anchor type/size: 3/16" (#10) Rods with Adhesive • • • • • • ' • • • • •' Ref: Liquid Nails, 125 psi shear • Min Embedment: 1.5" : ' : •• • •••G:e Min edge dist: 3" Mie Spgeipg: 3' G • ;,,,,; • • •e•• Anchor tensile capacity: Tcap = 110.4 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt = 55 lb ... = P*A (per letter) No. of anchors req'd: n = 0.5 anchors per letter ... = Rt/cap Total anchors required: 1 anchors per letter OK, limit to min (3) per letter, bal. Page 3 BUILDING PERMIT APPLICATION 51 L-v rz�a-A C2,, im�vr-L Miami Shores Village EN r E IM E, D (00-V Building Department FEB 18 2020 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. 'S ON &Z'20. 3& Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2 Ave City: Miami Shores County: Miami Dade Zip: 33161-6628 Folio/Parcel#: 11-2136-000-0050-12 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): BARRY UNIVERSITY INC - Twohig Address: 11300 NE 2 Avenue City: Miami Shores State: FL Tenant/Lessee Name: Email: BFE: FFE: Phone#: 305 899 3302 ne#: Zip: 33161-6828 CONTRACTOR: Company Name: Wilco Electrical LLC Phone#: 561 5685704 Address: 430 Business Parkway City: Royal Palm Beach State: FL Zip: 33411 Qualifier Name: Dennis A. Oyler Phone#: 561 568 5704 State Certification or Registration #: EC13004306 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: Easy Seals - Christian Langley Phone#: 888 371 3113 Address: 1200 N Federal Highway City: Boca Raton State: FL Zip: 33432 Value of Work for this Permit: $ 4900,00 Square/Linear Footage of Work: 42.3 Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: Aluminum Flat Cut Out Letters Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2C-7 2 (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. k,ignatur Ir T'A 11 04 As 11 OWNER or AGENT The fprregoing instrument was acknowledged before me this U uk day of r wN2y 20 Zb by who is personally known to —T-Vr who has produced identification and who did take an oath. W CONTRACTOR The foregoing instrument was acknowledged before me this 24 day of January 20 20 , by nrll5 gi l y- , who is personally known to me or who has produced _�[� .D,I, as identification and who did take an oath. NOTARY PUBLW7. NOTARY PUBLIC: 1� Sign: Oez J Sign: , IIIA:J Print: Print: of Florida Kathleen J verzaro Seal:,� Seal: My Commission GG 244857 4emmisft#GG249916 -J.'Oro, ROM November 12, 2022�►ExpKw oerov2o22 BoW7hrToy Fab bsw crl00,9l1F101Y APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk . . .. • • . . • • . .. .. . . . .. .. . . . . . . . . . . . . ....... .... AIR 1. *. h aADO DERMIT-#* I MIAMI SHC)RES VILLAG1I APPROVEb j ATf _ $. i SMMOAL �i1ls� = f �E�fR1ti�A1 ! f�.l't11�'�It�O S # #AWAL f �y i SUBJECT TO COHlPLJAJ4CE A7 4 Air. STATE AND COUNTY RMES AND �rGi3lJa3#i�i u . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 11415 NE 2nd Ave Miami Shores, Florida >' Google Street View HE 117b ME 11bth St HE 116th ME 51 Sth St Cor Mc • t att�. Ae u Chap Image capture: Mar 2019 ® 2020 Google • ••• • • ••• % •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • �� a- Susanne &ihMacel�Twohig '9 1�� a� Science Center SPECIFICATIONS: REMOVE EXISTING LETTERS & FABRICATE/INSTALL NEW 1/4" THICK ALUMINUM FLAT CUT LETTERS, PAINTED BLACK WITH SATIN FINISH, MOUNTED FLUSH TO WALL WITH STAINLESS STEEL STUDS. FONT: PALATINO QUANTITY. ONE (1) SET SQUARE FOOTAGE: 42.3 BARON SIGN MANUFACTURING Concept to Completion SPECIFICATIONS: 1- WALL TYPE -CONCRETE 2- 1/4" THICK ALUMINUM FLAT CUT OUT LETTERS 3- 3/16" STAINLESS STEEL STUDS, DRILLED AND TAPPED INTO ALUMINUM LETTER, GLUED INTO FACADE WITH LOCTITE ADHESIVE MIN. OF 2" EMBEDMENT Anchor Notes: #10-24 studs (6061-T6 Alum or 316 S.S.), centered in stroke width Min (3) studs per letter, spaced evenly Letters drilled and tapped to receive studs, min (5) threads engaged Stud length to accommodate embed to host structure Min 2" stud embed to hollow CBS (block) or concrete Fill holes w/ LiquidNails LN-901 adhesive (or equiv) DRAWING INFO Sales/Project MGR: Sergio L. Designer: DF Design Time: 00:45 Date: 12/16/19 CLIENT NAME BARRY UNIVERSITY PROJECT TWOHIG HALL LETTERS 11300 NE end Ave. Miami Shores, FL 33161 CUSTOMER APPROVAL Please verify colors, spelling, and layout prior to signing: Date REVISIONS Version Time Date Intls. R2 45M 12nan9 DF tw tRd IFff' ........ --... vZ ' a b for 6 7 2 9 vEE * Due to varying sizes of raw material, sizes may vary. SHEET NO: w - O +- tL.i LL Ol U o m >.M .M- 3M = J M LL _ o C n v O M 00 LL oo Z m op 0 co W N 0. Ln Ln +I 0) U V �C a C N N in C a OO- +I E v =o �N u, xoq E o ii Y0 oLf� on m II L Y �o x c II in O Vj 0 U, Q W UkA J This Design is the Exclusive Property of Baron Sign Manufacturing. Production of this Design or Any Variation SCALE: 1/2"=1' Q Z www.BaronSign.com 900 W 13th Street By Anyone Other Than Baron Sign Manufacturing will be Prosecuted to the Fullest Extent of the Law. 3 Tel: (561)863-7446 Fax: (561)848-2270 Riviera Beach, FL Copyright 02019 Baron Sign Manufacturing srequirementso C 3 8-1 ASC360-10 ADM1-15 &NDS-15 -Design uirementsoftheFlaBldgCode6thEd(2017)forusewithin&outsidetheHighVelocityNurricane7one(NVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other mnstmctionexplicftly specified herein. •Electrical notes,details,&specificationsareprovidedbyandarethesoleresponsibilityoftheelectricalcontractor.Noelectricalreviewhasbeenperformedandnocertificationofsuchisintended. •Structural design meets fA I 1 4, I , General9 q Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2203.212222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-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: E70xx electrodes. • Aluminum welds: 4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O. i BARON SIGN MANUFACTURING Concept to Completion DRAWING INFO Sales/Project MGR: Sergio L. Designer: DF Design Time: 00:45 Date: 12/16/19 CLIENT NAME BARRY UNIVERSITY PROJECT TWOHIG HALL LETTERS 11300 NE 2nd Ave. Miami Shores, FL 33161 www.BaronSign.com 900 W 13th Street This Design is the Exclusive Property of Baron Sign Manufacturing. Production of this Design or Any Variation By Anyone Other Than Baron Sign Manufacturing will be Prosecuted to the Fullest Extent of the Law. Tel: (561)863-7446 Fax: (561)848-2270 Riviera Beach, FL Copyright ©2019 Baron Sign Manufacturing CUSTOMER APPROVAL Please verify colors, spelling, and layout prior to signing: Date REVISIONS Version I Time I Date R4 " Due to varying sizes of raw material, Intls. sizes may vary. DF DF SHEET NO: 2 DF General -Design is in accordance with the requirements ofthe Fia Bldg Code 6th Ed (2017) for use within& outside the HighVelocity Hurricane Zone (HVHZ). -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specified herein. •Fledricalnotes, details,& specifications are provided by and are the sole responsibility ofthe electrical contra(tOL No electrical review has been performed and no certification ofsuch is intended. -Structural design meets requirements of A(l 318-14, AISC 360-10, ADM1-1 5, & NDS-1 5, Notes: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FK Sec 2203.2/2222.6. •Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-15(1a), 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.