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SGN-17-293 Permit No. SGN-2-17-293 `Shoes`�i Miami Shores Village M Permit Type:Sign 10050 N.E.2nd Avenue NE ' Work Classification:Addition/Alteration �M' Miami Shores,FL 33138-0000 Per °�PN� Q ,' 9�y Phone: (305)795-2204 Permit Status:APPROVED FLORtDP Issue Date: 2117/2017 F Expiration: 08/16/2017 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Kelley House 1121360000050-12 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 BARON SIGN MANUFACTURING (561)568-5704 ..............._ _ _ ......._.. H..,...... .,__...... Total Sq Feet: 67.1 Type of Sign:Wall Sign Available Inspections: Electrical Sign:No Inspection Type: Height: Final Width: Review Planning Color: Elevation: Review Building Plans Submitted:Yes Additional Info: Review Structural Classification:Commercial Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 DBPR Fee Invoice# SGN-2-17-62837 $293 02/03/2017 Check#:3574 $50.00 $254.06 DCA Fee $2.93 Education Surcharge $1.40 02/17/2017 Check*3479 $254.06 $0.00 Permit Fee $195.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $304.06 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 AFFIDA I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction,.arfid hermore,I authorize the above-named contractor to do the work stated. February 17, 2017 4iAut ¢ed Signature ner / Applicant / Contractor / Agent Date ng Department Copy February 17, 2017 1 Miami Shores Village _ _. Building Department 3 2017 ,/ a• 10050 N.E.2nd Avenue,Miami Shores, Florida 331381,9, y- Tel: 3138gy;Tel:(305)795-2204 Fax:(305)756-897201 -"-- (- ------ INSPECTION LINE PHONE NUMBER:(305)762-4949 S� FBC 20 IC( BUILDING Master Permit No.,S(—"1 N P7"Zci 3 PERMIT APPLICATION sub Permit No. BUILDING ❑ 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 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):BARRY UNIVERSITY INC-TWOHIG HALL Phone#:305 899 3302 Address: 11300 NE 2 Avenue City.. Miami Shores State: FL Zip: 33161-6828 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Baron Sign Manufacturing Phone#: 561 568 5704 Address: 900 13 Street West City: Riviera Beach State: FL Zip: 33404 Qualifier Name: Gerald Foland Phone#: 561 863 7446 State Certification or Registration#. ET0000178 Certificate of Competency#: 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:$6500. Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of work: Channel Letters Non Illuminated Specify color of color thru tile: /I Submittal Fee$ PAi - Permit Fee$ jq S CCF$ `''�' Z� CO/CC$ Scanning Fee$ 2 Radon Fee$ Z. dO7 3 DBPlRI$ Z. 93 Notary$ Technology Fee$ 5• ;/o Training/Education Fee$ �."1 Double Fee$ Structural Reviews$ l:./ • Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 liep7aw brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is e . In the absence of such posted notice, the inspection will not be approved and a reinspection fie will be charged. AInrm, SignatureSignatureIlk OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of V 4u\/ . 20_�L by —90 day of/46gV S 7 20 by W&AW 2osJ6II`r11AAL who is personally known to 6tzfr4/d) to r,r`7_ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC- NOTARY PUBLIC: 1[ i Sign: pp Sign:_(I,*-A Pri T1 Print: Se N►+ Public State of Florwe Seal: . JefiyJYao JUDITH A lRUDY MyCommhsion FF 168461 expires 11/1=018 MY COMMISSION#FF785555 e o� °� :�a��o"•' EXPIRES December 28,2018 fPR�J*3Pi58*s**pMd+°P'93Ji�Slrafifcecom*** ****** APPROVED BY U Plans Examiner Zoning Ahd)q- Structural Review Clerk (Revised02/24/2014) Bar x `�'niV�+x 2 3 _ Delete this sign Ektrrtor Sign Twohig Hall AS.Ot A501 .; A Refstoaw4a"d II'7 t–_. Eleerlor sign a�ndort Interior 'TwohigHa1 z ( . Exterior Signage.._.__ � Oz WOMEN's , RESTROOM Layout we ® . CLOW , 7. InA ELECTRWAL C.osEr © Mors i pq g RESTROOM03 ANATOMY RESEARCH FSEf I, I OB '––––-- t®– LOU ] Rm; LABORATORY ,ofiA +r li WA 1 i (j G�' - - -- -- - - j , EXISTING POWER UisrU0 Arra MICL O SOLOGYl I, PROTECTED i II I � Cn CORRIDOR (� m OFFlC? tyA t07 i, CLASSROOM O CHEMISTRY t,OA (; LAWRATORY I i � c A „O ® w' z E II o A3.01 ® ® ....«-... '�� III Q ® n C' CLASSROOM I V WA 107 1Nil ey -- { II } o Ak Flo—,III t , Q a 1 h w A5.01 CLASSROOM WA ttI I � I CA it i A � A5.01 c .:--��.�_��_-_ f --� _gym'- �---�r-.-• Add two additional dna►x9� signs.One at each Refer to swd,ed end of + –" Extersorsign standard Delete this sign 1j,Q cOr:i.,ow •--• r •• 'T'Arohiq stall that stlte, ` • • • « • Quite Please •: : • Q • •3 • Classe•• •+• • AS.1 A3.01 • . • . • • . « • . NOR 7N BcmyUriiversity , •, FLOOR PLAN r• .. « —.-• •----- ----------SCALE-: - Mart Clary 031616 Revised o8 zg to — • • i • • • • • ••• • • • ••• • • 4ySeats easyseals.com DESIGN CALCULATIONS FOR N BARRY UNIVERSITY �0� G WALL-MOUNTED SIGNS 11300 NE 2 Ave—Miami Shores O 9 GENERAL NOTES: 1. Design is in accordance with the Florida Building Code 5th Edition(2014) 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 index: specified herein and/or in accompanying engineering drawings. The 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 Engir � t�ir� seal valid required or a separate site-specific engineering evaluation performed. ��•'P15�1 6. Aluminum components in contact w0:steel or e&JA el ip cono-reteL21. • shall be protected as prescribed in the 25,10 Al;min*rr;Desijn Manuel, = No. 6 0*0 Part 1. Steel components in contact with,but not encased in,concreteshall be coated, painted,or otherwise protected against corrosion. p• ... S TE7. Engineer seal affixed hereto validates iruaolural desgn;as showr►on�r. ;0,• A. 3 Use of this specification by contractors et.All inde ggifiej;nd s4yes••• Ch&f a �L•• �R�#67382 harmless this engineer for all costs&damages including legal fees& A�- Easy Se'3lsrrrrrr�G Auth#31124 anallata faac race iltina from riauiatinn frnm this rlacian ••• • • • • ••• • • 1200 N Federal Hwy,#200 : :•••: • • : • • Boca Raton,FL 33432 ••• • • EdS•S009•.com Page 1 C4P)EdsySeals CALCULATIONS FOR WALL-MOUNTED SIGNS eas."'Oom 1 ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 175 mph Basic wind speed ASD Load Combo Coeff: 0.6 Exposure C Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor zg= 900' Nominal ht. of atmos. boundary layer KA= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 10 sq ft Tributary area 175 mph - Exp "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER i1 Q- a HEIGHT (Zone 4) (Zone 5) Y Y qz a U ;n 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 It 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 44.b -0.90 -1.80 . .. . . . . ... . 200 ft 52.7 psf 105.4 R�sf .: .4,,: '.' V. ..' -0.90 -1.80 250 ft 55.2 psf 110.5 psf 1.53 102.3 -0.90 -1.80 . ... . . ... . . . . . . . . . . . .. . . . . . . . ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••' ' ' Page 2 ' Co) Easy Seals CALCULATIONS FOR WALL-MOUNTED SIGNS easysealsoom �ign Wall Anchor Design Structure Dimensions & Loading Design wind pressure: P= 55.0 psf Sign type: Channel Letter Sign size: A= 2.3 sqft (per letter,critical) Wall material: Masonry (ASTM C90,1,500 psi min) Anchor type/size: 1/4"Tapcon Ref: ITW Tapcon,NOA 07-1126.10 Min Embedment: 1.25" Min edge dist: 2.5" Min Spacing: 3" Anchor tensile capacity: Tcap= 195.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt= 124 Ib ...=P*A (per letter) No. of anchors req'd: n= 0.6 anchors per letter ...=Rt/cap Total anchors required: 1 anchors per letter OK, min(3)per letter. • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • "' ' Page 3 BARRY IIIIEIS17Y `r i_� -O -O -O .e -OO �O �"�!✓�... COCA O O 1 O W,NO-O [piwe O 00 O w. ;oly;oi� i ss ssir,st�•-��aaa_�-st= �srsosese�atf�tiai• 3��Jt;:si ,:,•- I■� y��vee1+sa:----raa�r.��e>w...��.+•+.�.. _. frr � ��.-- .;_ -- �- -�{ IN W �a iF� � ' rel' � � � „■I IE 11 � � •ate v��G.,'.�, r �� SHEET 2 .� a Up f,Ip7 Ell l_ 110FY// • � ; lb.�• -'v"iF,: �A¢ L _[ls' [ of4 %"% .y .tie :% .,�c` �� //�}' - f' i ,I� • .r •5� %/i��! i �L6 ti „' .MM M. 1 0001 Al ks O:•�:.\� � w O ' ��' ��n�� // .gib �.i' `!��=x.;��yt�S`tw ice- o �� II SITY NMI\v1m yy��x•\�. N, yr �/ � a0%s %: '' `�� \;'��, i o F �1%\� ,."^'i?•a0 O� "� v� �;.� t i��'..��/ 4 v7 ��\\\��*�\5.°\\\\`\��:i7�\\t� \'��1�.7�A�� ?,II ," I 'ai�i+`_�i'lS"` '�%/�///%: � f ,.cloy.=,�Y� :;� � k � -i�►3�'_ _!� _ F'•7`_'t��'>.� T' :� � ■F 0620 N.E. 126 ST.1 NORTH MIAM,FLORIDA 33161 01 z 0/01.1 LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORZATION No.LB-273 QP /�/O!/�11� �' j ! rr.e• .Ov+w v'O�d':' _ r._ i �� _ �'r =.�IDATE AME =��. v:� i �$11�;�� 7y w �. �+ '"""'gym �t' • �� - '��'[??_= /\ ;.. I.M. ■r�}.•..•,.,,s. �. �li' .' y e _. }wp;!Y. !Vo-N9 � . , '1• (; d .i. .�lE.� yo�, , .� Yi91 e •/. \ J I �:rdti�i s Pi�nR�`. o - -i �4 %�./'� � _t /�r � ` l�� II .3 .■ �) f� uj �� pSCALE,I INCH-50 FEET � a� MINE 01 O•'I Viso � ��i }OnlGah l �o iE � s ITHEOM OF MR 100KEDGE AND SIMU AS FEMMY SUPIVEYED I s AND PLATrED UNM 0A MOTION AND THAT THS SURA-Y � ``yK. . r lir �'' k -�. .. 00 % _ A.R. TOUSSAINT ASSOCIATES. INC. 0/1"op"5 000 r4" � i:p��Y�� I� 7e�'TV�S��' Rr� �`� ��•� �� II _ _ , A;!•aAr�T�.. �. 1�Tf-1.717\77.t��i1�IR■A�� ,�:: �► - . _` �!: nia� a_ � ...'.�� _��►�ib 'IBARRY UNIVERSITY \�;■� B!R>� �� —air mi!eelnrm- iw��i.l�ile� Ldl `,11111 It1i/y�t',,'So ■ — • ' asy deals •• e 90Ir 130111�e 3ti"a Beach, FL 33404 �( Tdj:(561)863- 46 (56%488-2270 • �FF �I • TN U Co nit' 1 J W S-. C d 7 • «Uw N'C O NON-ILLUMINATED C °a V LL v CHANNEL LETTERS 11300 N.E.2 Avenue,Miami Shores,FL 33161 �v M ?M ` SALES/PROJECT MGR:Blaise 3 M DESIGNER: HO DATE: 06/30/2016 LL c n DESIGN TIME HR 40 MINS Yo M 00 REVISIONS TIME DATE INTLS. ii¢00 21-da REVISION 5M 11/22/16 DF 00 N m -- c In liege H SQUARE •• v rnv ALLOWABLE: o F; PROPOSED: v a a+ N C , N M C p_+I E v o v V C t O � N XW M E O O Ln M W II o L Y N O �YI in V Ip 26 ,�; if N N O 0 r `Due to varying sizes of raw v v ' .,', •: : ; ••• : : ••• material, sizes may vary. CL J APPROVAL < L V E v • ••• • • ••• • L 7 • • • • • • • • • n O • • • • • • • • it o- • • • • • • • • • • > w O 1%1 r � ... . . . . ...Scale; 1/2"=1' u,' Q • PAGE: 2 a In Z_ •' O2016 : . •• Production Of Design Or •ther Than Baron Sign Manufacturing Will Be Prosecuted To The Fullest Extent Of The Law. . .• : :A. . A. 3 General O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). A This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. Notes: 0 Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. O Aluminum extrusions shall be 6063-T6 or stronger, unless noted otherwise. ■ — als 303" • " �90Q'13t {� 413 3z*za Beach,FL 3404 ♦( 72 Tel:(561)863-146 - . �Q (561)848-2270 i 361/2" F ' ♦ N Go Ua 0 � 18 " caD • • W NON-ILLUMINATED CHANNEL LETTERS 0 O Miami N.E.2Avenue, Shores,FL 33161 i;11 aa+m_ r SALES/PROJECTMGR:Blalse ="J"— T 12" DESIGNER: DF DATE: 11122120116DESIGN TIME HR 90 MINS a o m ao REVISIONS TIME DATE INTI.S. LL Cr W O m N 1 " I8 J___ ❑ w N a 0 ui MOUNTING DETAIL 6v 5FECIEICATION5: ALLOWABLE: N 2" DEEP POLISHED STAINLESS STEEL NON-ILLUMINATED ATTACHED WITH PROPOSED: w CHANNEL LETTERS TO BE FLUSH MOUNTED TO WALL. #10 COUNTERSUNK �' a SCREWS = LETTER MOUNTED TO WALL & • EXISTING LETTERS TO BE REMOVED. WITH 1/4" TAPCONS ° O • LETTERS TO BE MOUNTED WITH ANGLE CLIPS. (MIN. OF 2" EMBEDMENT) 31 • PROPOSED TOTAL SQUARE FOOTAGE: 67.1 SQ. FT. X Do CjE Lin �—� WALL TYPE IS CONCRETE m Cq COLOR SCHEDULE: ❑ TEXT COPY' POLISHED STAINLESS STEEL WITH CLEAR COAT. _ FABRICATED NON AM ❑ NUMBERS: POLISHED ALUMINUM WITH CLEAR COAT. ILLUMINATED LETTER `^ DRAIN HOLES 26 V) 11 N O V Susanne & Michael Twohig 40 sq. ft. .. . . .. `Due to varying sizes of raw yMO Science Center 22.6 sq. ft. `.: : : : : : material, sizes may vary. V 1 1/2" x 1 1/2" A6U IvA NL : :': '• - - - N •. .•. .. . • .• a 1.11 4.5 sq. ft. ANGLE CLIPS FOR MOUNTING. C "v • ••• . • • • • ❑� Total Square Footage 67.1 ` • • • • • • • • a O 1%1 r � •;• ; •:5 1e::1/2"=1' 1 W o • ••• • • PAGE: 1 a a Z COPYRIGHT@ 2016 BARON SIGN MANUFACTURINGThis Design Is The EXCILIsive Property•1 Baron Sign IJ a nu fic luring.Pioduction Of This Design Or Any Vaiiation By Anyone Other I han Binon Sign[.1snutactuting Will Be P10SOCUted To The Fullesl Extent• • i iA- - - Ai - - D- 3 General O Design is in accordance with the requirements of the Fla Bldg Code 5th Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineering certifies only the structural integrity of those systems, components, and/or other construction explicitly specified herein. Notes: © Electrical notes, details, & specifications are provided by and are the sole responsibility of the electrical contractor. No electrical review has been performed and no certification of such is intended. 0 Aluminum extrusions shall be 6063-T6 or stronger, unless noted otherwise.