Loading...
SGN-16-2140 Miami Shores Village v m „ 10050 N.E.2nd Avenue NEs ,+#-� "0 ' Off. Miami Shores,FL 33138-0000 xPi rrrt# �tartus.;A0 h Phone: (305)79-r-2204 Expiration: 02126/2017 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Health & Sport 1121360010160-23 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: $ 13,000.00 ATLAS SIGNS OF LAKE WORTH INC (561)863-6659 Total Sq Feet: 0 Type of Sign:Wall Sign Available Inspections: Electrical Sign:Yes Inspection Type: Height: Final Width: Review Building Color: Elevation: Review Structural Pians Submitted:Yes Additional Info:REMOVE AND REPLACE SCOREBO Classification:Residential Scanning:1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# SGN-7-16-60801 DBPR Fee $5.85 07/29/2016 Credit Card $ 100.00 $405.50 DCA Fee $5.85 Education,Surcharge $2.80 08/30/2016 Credit Card $405.50 $0.00 Permit Fee $390.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $3.00 Technology Fee $10.40 Total: $505.50 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. _ August 30,2016 utho ed Signature:Owner ppiicant / Contractor / Agent Date Buildin rtmenfd6py August 30,2016 1 Miami Shores Village Building Department Iit : 'z= � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I JUL 2 9 2016 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20Sys BUILDING Master Permit No.G(C*j1(V -q1`t® PERMIT APPLICATION Sub Permit No. BUILDING , ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: D X9-(12�( LJnI�-�9 C S �7-1 I 1 t 3 0 ed 2/ll"✓9 NC - 145C City: Miami Shores County Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 86R E`1 ON ) VE 1.S I TV Phone#: I Address: l 3 U o N [, 2 A, V l✓ City: Mt tsM (C..L5 State: Zip: 3-7 & Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: A TC_ .f- —S H14 A t `f (l,c° g hone#: Address: r�(7 7 6J. ( l/( j\f—L reO.A City: rV _� � �(� �..� State: Zip: Qualifier Name: Phone#:5(v417 State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: f4� jCS G 9NT.S_(L� M l� Phone#: Sk5-.6'3 "1 0 r Address: (, S !E�F_e-f tmya-() CA N14 City: KAJ0'#V -i;L E State: TAJ Zip: ?7 12,� Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ AdditionAlteration ❑ New EI Re air/Re lace (a) p p 1:1 Demolition Description of Work: d� 1` '� c A "7 a-�(� C E �D ,� 1) 9 et C� !z � E+za q CZ ,:;`(,J L-:-�L� V_ � 4 Ae Qi tJ c �Il?�- '°�� x -Ix r ->&JC�-- PC) � INA Specify color of color thru tile: SC C� ®' s CAT� G Y � Submittal Fee$ " Permit Fee$ —�'�®' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$`5- 05 Notary$ Technology Fee$ l Training/Education Fee$ r� Double Fee$ Structural Reviews$ i k)_ Bond$ TOTAL FEE NOW DUE$ q .; (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 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. Signature Signature OWNER or AGENT CONTRACT The foregoing instrument was acknowledged before/me this The forego g instrument was acknowledged before me this day of 20 110 ,by Q15—day of v I 20 by —SUSN L wh�is personally known �1 wh ' personally kn o me or who has produced as me or who gas produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU C: NOTARY UBLIC: Sign: v Sign: Pr i Print: • S>a�e of FWft Se .:? . Jeffr�71 J Yac Seal: ,a '-!A': SHERRY NORRIS 01 9 S My CIm FF 188481 c ` MY COWISSION 9 FF 912675 �w FjgH2J2098RgBoodedRTAru Nat ry bUnder tars LL APPROVED BY Plans Examiner Zoning P Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ADINOLFE, JEFFERY ATLAS SIGNS HOLDINGS, INC. 1077 W BLUE HERON BLVD WEST PALM BEACH FL 33404 Congratulations! With this license you become one of the nearly _.. one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range ". 'a_. STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to ES0000204 ISSUED: 07/16/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERT.SPECIALTY ELECTRICAL CONTR about our divisions and the regulations that impact you,subscribe ADINOLFE,JEFFERY to department newsletters and learn more about the Department's ATLAS SIGNS HOLDINGS, INC: initiatives. CERTIFIED AS: Our mission at the Department is:License Efficiently,Regulate Fairly. SIGN ELECTRICAL SPECIALIST We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.488 FS. and congratulations on your new license! Expiration date:AUG 31,2016 L1407160001907 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD r Q 91ryi+�f-.. ES0000204v 8 The SPECIALTY ELECTRICAL CONTRACTOR ' Named below IS CERTIFIED °°`�� Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 ASA SIGN ELECTRICAL SPECIALIST IGI ` i ADINOLFE, JEFFERY A ATLAS SIGNS HOLDINGS, INC,, 1077 W. BLUE HERON BLVD. RIVIERA BEACH FL 33404_ a 1 tit � ISSUED: 07/16/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407160001907 A,N N u M. G A N N O N P O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT CONSTITUTIONAL TAX COLLECTOR vww•pbetax com Tel:(561)355-2264 1077 W BLUE HERON BLVD Serving Palm Beach County RIVIERA BEACH,FL 33404 Serving you. TYPE OF BUSINESS OWNER CERTIFICATION# I RECEIPT#1DATE PAID AMT PAID BILL# 23-1170 ELECTRICAL SPECIALTY CONTRACTOR I ADINOLFE JEFFERY ES0000204 I U16 643533-07/24/16 $9900 840189261 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT B1-436 ATLAS SIGNS HOLDINGS INC LBTR Number: 201254426 ATLAS SIGNS HOLDINGS INC EXPIRES: SEPTEMBER 30, 2016 1077 W BLUE HERON BLVD RIVIERA BEACH,FL 33404 This receipt grants the privilege of engaging In or i I I I f i rIn I managing any business profession or occupation wnthin Its lunsdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. A N_N E_M. GAN N O N P.O Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** CONSTITUTIONAL TAX COLLECTOR www•Pbctax com Tel:(561)355 2264 1077 W BLUE HERON BLVD 8ervfngPalm Beach County Serving you. RIVIERA BEACH, FL 33404 y TYPE OF BUSINESS OWNER CERTIFICATION# RECEIPT#/DATE PAID AMT PAID BILL# 23.0107 CW ELECTRICAL SPECIALTY ADINOLFE JEFFERY 201264426 U15 843850-07124115 $284 SO 840189260 This document Is valid only when recelpted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY B2-436 2016/2016 LOCAL BUSINESS TAX RECEIPT ATLAS SIGNS HOLDINGS INC LBTR Number: 201254427 ATLAS SIGNS HOLDINGS INC EXPIRES: SEPTEMBER 30, 2016 1077 W BLUE HERON BLVD RIVIERA BEACH,FL 33404 This receipt grants the privilege of engaging In or ccrllrrlall III I I VIII managing any business profession or occupation within Its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. 7 ® DATE(MM/DDIYYYY) ACoR" CERTIFICATE OF LIABILITY INSURANCE 8/9/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAOANEAc`r Clay Crum Wallace Welch&Willingham, Inc. PHONe 727-522-7777 FAX 727-521-2902 300 1st Avenue South E-MAIL Fifth Floor .certificates@w3ins.com Saint Petersburg FL 33701 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Amerisure Ins.Co. 19488 INSURED ATLASIG-02 INSURERB:Amerisure Mutual Ins.Co. 23396 Atlas Signs Holdings, Inc.dba Atlas Signs INSURER C:Continental Casual Co./CNA 20443 Industries,Atlas Sign Industries of NC,LLC INSURER D:Travelers Cas&Sur Co of America 31194 Atlas Sign Industries of Florida,LLC 1077 West Blue Heron Blvd INSURER E: West Palm Beach FL 33404 INSURER F: COVERAGES CERTIFICATE NUMBER: 1294055167 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY CPP20847460201 11/11/2015 11/11/2016 EACH OCCURRENCE $1,000,000 DA'AGE ToRENTED CLAIMS-MADE ❑X OCCUR PREM SES E.occurrence) $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY a jECOT- 171 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY CA20847390202 11/11/2015 11/11/2016 Eaacccidennt) G $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS $ Per accident $ C X UMBRELLA LIAB X OCCUR L5085516465 11/11/2015 11/11/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $10,000,000 DED !X I RETENTION$0 $ A WORKERS COMPENSATION WC208473803 FL IL MI TX 11/11/2015 11/11/2016 X PER OH- A AND EMPLOYERS'LIABILI Y YIN WC208473703 NC GA TN 11/11/2015 11/11/2016 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE a N/A E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 D Crime JLL 106294198 11/11/2015 11/11/2016 Employee Theft 1,000,000 D Crime Belk 106268371 11/11/2015 11/11/2016 Employee Theft 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Re:Jeffery Adinolfe's State license#ES0000204 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E.2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD DATE(MM/DD/YYYY) ACC)IR" CERTIFICATE OF LIABILITY INSURANCE 7/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy;certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Clay Crum Wallace Welch&Willingham, Inc. PHONE 727-522-7777 FAX N ; 727-521-2902 300 1st Ave.So.,5th Floor E-MAIL Saint Petersburg FL 33701 .certificates@w3ins.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Amerisure Ins. CO. 19488 INSURED ATLASIG-02 INSURERB:Amerisure Mutual Ins. Co. 23396 Atlas Signs Holdings, Inc. INSURER C:Continental Casual Co./CNA 20443 1077 West Blue Heron Blvd INSURER D:Zurich American Ins.Co. 16535 West Palm Beach FL 33404 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:851272192 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY CPP20847460201 11/11/2015 11/11/2016 EACH OCCURRENCE $1,000,000 DAMAGETOTE CLAIMS-MADE ❑X OCCUR -PREMISES EaEoccu encs $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY 7 PECOT- F LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ CA20847390202 11/11/2015 11/11/2016 COMBINED SINGLE LIMIT B AUTOMOBILE LIABILITY Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ AUTOWNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C X UMBRELLA LIAB X OCCUR L5085616465 11/11/2015 11/11/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED X RETENTION$0 $ A WORKERS COMPENSATION WC208473803 FL IL MI TX 11/11/2015 11/11/2016 X SPER TATUTE ERH A AND EMPLOYERSLIABILITY Y/N WC208473703 NC GA TN 11/11/2015 11/11/2016 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICERIMEMBER EXCLUDED? ❑N N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 Myes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 D Installation Floater CPP0212730 11/11/2015 11/11/2016 Per Location 150,000 Per Disaster 150,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) l�a cs CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E.2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD _:. � c• - K.. ..'. .. ... -. r. ,. >r. ... .. � z �.. ,�;.l� �,.A dd. ,}}rr � kk , ji. .4. .,. �i.. .., s .!. i15. -� 7 ,I �•! :r. I. ..,�..., ,. , .. . . ... ... _ T',tti{ �'.< ..�� .�� �F`?r.Eu.� .,yt��i.�°�.fi', :��,�. i. �•,.i_. .�.i, a.,Ik .i.7.1�,.,4.�l.i.ii:�,dt':(, �11�: ,�i d�,3.}s..Ft�likt�l., Y �„1� ,.i�,,:,f,�k„;..res'. �,�,�:+. ,- d..:.w,:.. ,,.rg,.,�'.t,S,,gka.�.,h.,..a..,il..;}a.,,P.l..�..,A,tx�f'1.�-c.... _..-_x:s_>:,;': F�,,... : -:.4 s..:f a-sA...c_a._ 4- _-,nyy,s__.a-.HT�.<.&....:,'�,..r...,;.l._...a.-.u...�._i.e,h..9$Pi9„.,,.:1L�.,.�.v.i►t:..,+.A,.tv,....,.:,f.r.g,fdaiNfAi&Y_�r.:_..,..l.,,,.ti;'.N_”rA.€A5:�,a..aP,f,.:..ii.L..YAY�:x Ab�iii4.•k.ii;.ht u3.l..51.:.t:i�t,,�leLP„..u.....:F.:....,...M�9�iiE.E.4I.h5iLt!!CiiE[?I!,S„7.AJ�Y^,,w!.i. 1-'.i...(•id:.iiriadU7.eir�h,411itt.MS,X�,7J../.:_,.',Y,.:,..:u.._.._.i..hd&l:1LUC`t1,MNJ➢ti6.,...r.,._...a.)..1,1,.4.1iiW3+_W1{ne1.Y r�>-...I...t 815#nc.17:4it-Ui., ,.y::.A;{ -".. ..,. .•-,.,�•,i : .,i -- .ai:,�srs taus:�aam;.:.rets:envawcevas�a,mr`mse�i>�maxnserrtxxur.:sas.�asa'sim®ec':tlra�xxr�rr, wemc;.veecsrmm..sx - s•:aaaaia,rs;� i.,�-c _ _ ,.r.�;�....�7ESlF'a.•ffi.. _.+�Yt.�1�1':...:dBiBt'..FB�..]i�Y'r:. .;;,a,. fr. -i:-.�.'.`,i{d�+I".��.tl�,t'�.r.a,,tr E' z-�f�.�3r lr.,..,.r R:`fi�le.,}v,,." :��t ,i-.6tJ,��x��.s-�i'%2ix^�i. f`'. �„ • - - ffit.. ..,itis•. E di.s.a�:ns nmw',a.t. pywl ,,, - �,,i a., r�>r•'�:.5�1k:lys,s ,M � � 1. ,.' '� .,- . ,a:.. r,�). Y,. ,�. ., , :, ,,.-.. .. '• As1 Fi RS5 ::��'.�.`i� 101 _ : ": i,, , ftf$Yl C'�lY. .[.BT,1-S��?NIS!�'7,'�'/6Yd�C�ii1f{'iifll•?�115�71' 1 i r .T` hi s ¢ 5 it ....:: r ! :dY V� •.' n '•d 5 �. _,. r.. .,° ii,.;pa,xa-� t:c' 7 : r7 •a. y „':-: �: -...:., ::. v.•ae'u,.,.., ,. ;,. : r ,'Y3t`: 3' i ii i'N •2 .d e, y S -t '"a N R :nYa't P ,.��, .,� A. L1a ri• :F 1-�,' I.� �i�#^y' , r. <'T,4:a..' :. ,c N.� :, i,., .. y ;,;_,. c:�v._ ... .53, � + •�1� 7't.,. ,:,. •:is .,. -.:I .i'1::.:_ .. 1 , ., lii � ::.:.. .. � 1 vl }" c•,. "' ;a, t;}' ! �(_u- ' r q 1 ���(( ,� ;:-. i l;as '4•S,MI... w, :. .1..•_,�� s I � v .£ A;I'Z' 1a',Ib Yf. .1:.+i1Y RN � .� s:. �:.: ., :,, T ,• , '. as r ..:„_, -'�, Ur ,.. , ., >,, ik3, _ ♦'� 1 5i: Y 4 �,. � u ,� — � US ..a31i1P1� IN -.<a .. - �Sy -iS � .,. ....1.���i�di��-_�]fa_.,..t�..._31".tA9Yl:{:S.W'. :iEi! ..rF"'..18�r.:X . 1 . 1� � �h .:,.. �4. ... ,s Tui. tT++rii1'T•� ;t- a'�a, :p z , �asp �� � � _ ,r �,t~:B'.M. 'di3�i9¢'�4fii'i9�±�..;. ':- r.M.:;yeia.r...: .� _ .... - �'�.,`` #: .... ,.• _ �:'�'3� e ': p: .yar,. Y ur ilfl,d .) {,- 1 ! �a r,'.,lp.` i'V:" i::5 �, f,: +!;F:.�.uaa�y 71� Rr .l a,` , r 7, it r � s _ ;`f8 �, I •'�� Ir .�.:,. Arm -fit _..�._,.•� w., _: ' : : s�E"w �}° _..-- .. ....,rm::.,,-.....,< ., f ��r r�> � �{�WON {�:�- ' :� i ►i !� �L>._1!i�'�_ i6 1� 13 ;.ta.l l i€dk-. 'z� },•.+'a�+�-iia — �iS�16Z"5flt .aJli� _ +£,.� '� �I��",`'.:_._.. '5�,�,FS "' 'a R'd i r`�i a4:�•Y d3, AR. aa�l � ��-• ;k} , �:, ,� �i tr.e.�.-i,.a,fa�a;�vxma.a;c•,�:�niinw�[.s:.csa:P.i•er�nsaa•;�ss,s:as�isv:^�is�sxmt,;s.r:..r.,,au3«aex! .v,;' i� -- 'A:, i'i�' �' 1'SZ�`t}iifi.- •i '$11,� `1' „x Iaz :',y,� �;t.�; � , ,i SSi ::air l�i�-� I.' �..:.,.. ;5Y At r ��: ii��' - �-'--�■:. ,'� 'fel'?ir ;,� '�ht ��1iQj s:C.TI{ i"`.. WE FM �AIiL.Y! ► FAL': 5 :!_`. '/vn{..k _ . �1 � "�.4`��s f�iaitttraca. f -♦.� ax, Vit. t f �\ t '7 pi 4�kY a':•�P� �.t'F ''�:IBR�'�i � 1 I � :� t �Y"� at _ �day fl Ce-1'T,+'i+'• r 1 �� $a 2�`i�`'�,-..' - ` , a: imw om= :� S�II�iitl4't , 1 v - � ��, bio- •� d' �0 i i p °�' 1�' z�� � Jh""'_� 63)� yAeL; �7 � l •o• 'i'; : 3i _ I i , r ,. � ♦ �� > i ,. � ilRl?L _: .5' ,utkaiYi��iN.. ■IIIASi�� k1�I.H: `X�` �$ ' ��1 , i. • e fd �� y r setl[,'Ffl,lL�G�('i!r't'���,x�,itS�6pl1l�:�i� .e�Sdk, e` +:�'LIL� k�tF,t'�1�l�NA.1�.�113W1�at �'[I4.�_...... a -._;.. --_. -- ..,�---� ,,._..,..,� ;%II1��Ck,{w:.l "�Sa�1t! 71C•® � -w�R 4AST1�kdN�iFu3i. r,' '��Is :z:�[. i 'Iws�f?,y" iS! r b sxx r c: z. Low ec �' s418Sw»-�C93aJ � u�Ii2�u�Y�� < MIX!, 3il4kF'" k%F9; '6F74NC�l�il�i?i16tfi'S€3K-. MtBR ..1R..,a:..'..'iN�RYlli1W'arOf liflfllft�Af 11 R?A KH�iC'J `+ ffiYif1�f13i11111131li�ti 16'�lli� F.'�61SIIItfAetilXlRiEt#ISA.'�ii8htiif9kiLf8�liL.Al:ia1!"'aCHll�fi l,Nb:!••AN YMMii �:It!16- I:NtiYllll�Fi SSts�% • r swe'an>• a..• tY. m.s'<ni. t r' '. Nt g,.— 'r,'W rlil4 rUUlalrll 'fJlii#,kIC'LG+III!lIIA:IRh9N�li� llAlt�6t.,,.. !'! ,:u.._!�1►'+?....a,..!,.ii .r t i:e {�j .,,.errt.r+r.vm.r.::..mnu„ex„wm;t+r.+mvw.w,vruvn„n.n.awi,Tv,aa,.r:��e.nTu7,..n,.i.R1�'r.wr.rt;nr.:a:,.epri.N��Wtlst�.e�tf:�liw.L',,0i:QllYiaT IFLYFrArlall4;:r.c."�'�,�Eiil,I:iNell�W6"�:YiiiC�iMii1XW JN'!/M'HNtilffif1111�2�Ir��16Y1kihfcCMFLiIiMrilFHltlnYlElllHtb:iY X4.1[ to �� �i�� � S„ e% 13C►Wi, se �namliz"iYitc �� '419'' { Ct ,f- �•// � , , * I f 6" 12'-911/16" *000 C? . . .... .... . ...... .. .... . .... . .. .... ...... . .. .... .. .. .... .... . co SQUARE FOOTAGE: : ;... Proposed ( 11.11'x 12.81' = 142.29 SF se T DESCRIPTION: 1.Main display is Daktronics 10mm LED SM (�- _ - - 2.Secondary display unit is Daktronics i �f«u t r L r SD-2121 Basketball Scoreboard Display. 3.Decorative Truss Element with flat cut out 11�1 �,,` r g :�/[ �*A /� "Barry University"plate letterset. P , CV SCOREBOARD ELEVATIONS 3/8" = 1'4" I SCOPE OF WORK: 1. Manufacture digital scoreboard sign. 2.On site install Scoreboard at 15'-0"A.FF 3.Connect to electrical primary and verify proper operation prior to departing site. Note:all artwork for conceptual purposes only.Not for Production. Barry EXISTING CONDITIONS NTS PROPOSED COMPOSITE (WEST ELEVATION) 3/32" = 1'-0" Headquarters: 1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 Revisions Location 11130 NE 2nd Ave Health&Sports Center Project S.Ca albo s.o. Page Ad I — P ) Manager P 70470 001 Northeast Division 707 Commerce Dr.,Concord,NC 28025 Barry University CirylSate Designer s/0N INDUSTRIES Phone I FL:561-863-6659 1 NC:704-788-3733 1 Toll Free:800-772-7932 Miami Shores,FL C.Barbato — � Web: www.atlassi nindustries.us Desc ption Date Pam 9 Scoreboard 712512016 Edu I Barry I Miami Shores REINF. CMU o RSMI 6" THICK ACCENT TRUSS WALL • DETAIL A . . . . APPROX. 26 LBS. 3/8" DIA. HILTI HLC IIII 0 C ::so. 0*0 :0 0, DETAIL B S.S. SLEEVE ANCHOR EMBEDDED A*MIM. 0 0 OF 1 1/2'*1NTn* DETAIL A OR CMU WALL" THICK *000 :0 0: 16" 0 0 0 *0 0 KLINF. CMU WALL D DISPLAY 'PROX. 654 LBS. ASPLAY CLIP .0...0 Al 0 0 0 0 04 :0 34,41iADE IJ: 0 BOLT W/ NUT-SEPT, 0 0 VADE FLAT; LOCK- OCK 0 _LDISP .4 WASHERS . . . . .. 3"x,3%1/4" 0 0 ALUM. ANGLE _-3/8" DIA. HILTI HLC FILLER PANEL S.S. SLEEVE ANCHOR Ec r 0 4 APPROX. 6 LBS. EMBEDDED A MIN. HOME 6 U E 5`T i_.-, DETAIL D OFB1 1/2" INTO U.4 0, 0.7 Oil CMU WALL DETAIL C pmm 0 16" THICK DETAIL B REINF. CMU 12'-9 11/16" WALL NOTES: ELEVATION SCOREBOARD TYPICAL SECTION SIDE VIEW HILTI ANCHOR SYSTEM TO BE INSTALLED 1.0 REFERENCE 4.0 STRUCTURAL NOTES APPROX. 110 LBS. IN STRICT ACCORDANCE WITH MANUFACTURERS 1.1 REFER TO DAKTRONICS PROPOSAL DRAWING FOR DISPLAY 4.1 COMPLY WITH THE PROVISIONS OF THE FOLLOWING LATEST SPECIFICATIONS AND RECOMMENDATIONS. COMPONENT SPECIFICATIONS. EDITIONS BUT NOT LIMITED TO THESE ONLY: 1.2 REFER TO DAKTRONICS RISER DIAGRAM FOR ALL ELECTRICAL -ALL FEDERAL. STATE AND LOCAL LAWS THAT GOVERN SAFETY POWER AND SIGNAL SPECIFICATIONS. REQUIREMENTS FOR STEEL ERECTION. 1.3 REFER TO INSTALLATION AND MAINTENANCE MANUAL FOR -AMERICAN INSITTUTE OF STEEL CONSTRUCTION (AISC) -CODE OF I I /8" DIA. HILT] HLC COMPLETE INSTALLATION INSTRUCTIONS. STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND S.S. SLEEVE ANCHOR FIELD CONDITIONS DEPICTED ARE AS REPORTED 1.4 ALL DIMENSIONS ARE IN FEET AND INCHES. "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTIONBY CLIENT. SHOULD FIELD CONDITIONS VARY FROM 2.0 PROJECT RESPONSIBILITY OF STRUCTURAL STEEL FOR BUILDINGS" 1.5"x1.5"x0 .125" 3* EMBEDDED A MIN. WHAT IS SHOWN, CONTRACTOR SHALL CONTACT AMERICAN WELDING SOCIETY (AWS) STANDARD CODE D1.1 ALUM. ADJUSTABLE I I OF 1 1/2" INTO 2.1 TH S DESIGN IS INTENDED TO BE INSTALLED AT THE ADDRESS *STRUCTURAL WELDING CODE' & D1.2 FOR ALUMINUM MOUNTING BRACKET CMU WALL DAKTRONICS FOR DIRECTION,-­ SH16WN AND SHOULD NOT BE USED AT ANY OTHER LOCATIONS. -NSC *SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM4 2.2 DAKTRONICS IS RESPONSIBLE FOR CERTIFYING ALL NEW A325 OR A490 BOLTS" APPROVED BY THE RESEARCH COUNCIL INSTALLATION ADDRESS: STRUCTURE. ON STRUCTURAL CONNECTIONS. the rdd pm*L U.&t,e.e 2.3 DAKTRONICS' AND CUSTOMER'S SUBCONTRACTORS SHALL VERIFY ACI-318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL dw7m W*-fbr-y otw tm the hWxld To.&. hd be _W, ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONCRETE AND COMMENTARY" prchbw b&A tW-Itts �t of LW Erqkwat�;LLD.DW-of BARRY UNIVERSITY my of f*kf=atkn wodowd K ftout­mt of�,1.a vkkft INSTALLATION. 4.2 BOLTS AND NUTS Of liddleeWd Kopaty and*4 nodbe Wvcud 2.4 ALL SUBCONTRACTORS SHALL PERFORM WORK IN ACCORDANCE ALL BOLTS SHALL BE HEAVY HEX STRUCTURAL BOLTS ASTM 11300 NE 2nd AVE WITH APPLICABLE FEDERAL, STATE, AND OR LOCAL REGULATIONS. A325 TYPE 1 U.N.O. DETAIL C IMAD N. KASHIF, P.E. MIAMI, FL 33161 2.5 Al ACCESS STRUCTURE MUST MEET Al APPLICABLE LOCAL. -STRUCTURAL HEX NUTS SHALL BE MINIMUM ASTM A563-DH FLORIDA STATE LICENSE NO.: 41374 FEDERAL, AND STATE SAFETY REGULATIONS. STRUCTURAL WASHERS SHALL BE MINIMUM ASTM F436 CLIENT: 2.6 EACH SUBCONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. GRADE 5 HARDWARE SHALL BE ACCEPTABLE WHERE SPECIFIED 2.7 ERECTION SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR ON DRAWINGS DISPLAY p'le DESIGNING AND PROVIDING TEMPORARY BRACING FOR STABILITY -ALL HEAVY HEX STRUCTURAL BOLTS, NUTS, & WASHERS SHALL IS 15'-0" 331 32nd AVENUE OF UNINSTALLED EQUIPMENT AND STRUCTURE. BE GALVANIZED PER THE LATEST EDITION OF ONE OF THE ABOVE FINISHED FLOOR k 4 Opp BROOKINGS, SD 57006 2.8 EACH SUBCONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND FOLLOWING ASTM STANDARDS: ASTM A153 (CLASS C) OR ASTM 00 0000 DISPOSAL OF WASTE MATERIALS ON THE JOBSITE B 695 (CLASS 50) 0�iy 000°o DAKTRONICS .0 E N 3.0 DISPLAY NOTES -ALL BOLTS IN CONTACT WITH ALUMINUM SHALL BE ZINC PLATED 0 0 0 GALVANIZED AND SHALL BE MINIMUM ASTM A325 0 0 i.:1:1 0 0 -ALL BOLTS SHALL BE FULLY PRETENSIONED PER APPROVED % 3.1 DAKTRONICS DISPLAYS ARE ALUMINUM CONSTRUCTION. R APPLICATION ONLY 0 No.41374 0 METHODS LISTED IN ASC STANDARDS U.N.O. 0 0 LINK Engineering, L.L.C. 3.3 ELECTRICAL COMPONENTS ARE ACCESSED FROM THE FRONT OF 4.3 PAINT .0 0. THE DISPLAY -ALL STRUCTURE STEEL SHALL BE PREPARED TO MEET 135 South David Lane*Knoxville, Tennessee 37922 3.4 LIFT POINTS ARE PROVIDED BY DAKTRONICS IN EACH SECTION CUSTOMERS SPECIFICATIONS OR A MINIMUM OF SSPC-SP2 o .0 Ir Phone: (865) 539-4001- Fax: (865) 539-0851 0EES/ STATE OF 0 Online: www.linkengr.com (ALL REMOVABLE LIFT POINTS SHALL BE REMOVED AFTER THE -ALL STEEL MUST BE COATED AND PROTECTED BY SPECIFIED INSTALLATION OF EACH SECTION). PRIMER AND THEN FINISHED PER COLOR INDICATED BY THE lr� 0 0 0 44j Florida State Certificate of Authorization No.: 27148 3.5 WHEN LIFTING SECTIONS THE PREFERRED METHOD IS TO USE A CUSTOMER DISPLAY(S) DESIGN 0. 4'4 0 00, 4.4 FBC 5th EDITION (2014) DESIGN CRTTERIA:- Oo 0 R o' SHT. BY: Project Number. SPREADER BEAM TO DISTRIBUTE WEIGHT AMONG ALL LIFT POINTS BY OTHERS PROVIDED. FOR ALTERNATE METHOD OF RIGGING REFER TO -INTERIOR APPLICATION ONLY Vq 100 00 JBL 16-0673 INSTALLATION MANUAL -DESIGN PRESSURE = 5 PSF LATERAL LOAD (91 0000000 0 N A� OF DATE: Drawing Number. ELECTRICAL DESIGN BY OTHERS 3 06/23/16 B119779R r. 2 3/16" - ---- 5'-8 - ------{ --- ----- 9--- o I = I I 6 1/8" 6 1/8- 0 0° I 0 3'-7 13/16" 3'-7 13/16" 3'-7 13/16" �— ————— JO, — I MOUNTING LOCATION , • • , „ • , , • 4 REQ'D .... .... .0 0•. 0 3x3 x1/4 ALUM. ANGLE • 6 REQ'D 0 • � I I • MOUNTING LOCATION •• • I I 12 REQ'D '° '• I I T di cn I � I I r- I e i • o o a i • e e • i o 1/4" STEEL I , I I REAR VIEW OF DISPLAY DISPLAY CLIP M b d I 12 REQ'D i i MOUNTING LOCATION 16" THICK ° C14 I I I C1'- 8 REQ'D REINF. CMU 11/32" DIA. HOLE LI P G WALL O NOT USED -- -- O1'-4 7/8" 9'-10 1/2" -- 7/8" I SLOT DIA. 3/8" DIA. HILTI HLC SLOTTED HOLE MOUNTING LOCATIONS ON WALL S.S. SLEEVE ANCHOR /--13/32" DIA. 1/4" STEEL 3/8" DIA. HILT[ HLC EMBEDDED A MIN. 2 s/1s- SLOTTED HOLE CLIP 16" THICK REINF. DETAIL D OF 1 1 2" INTO S.S. SLEEVE ANCHOR; / � I CMU WALLONE PER CELL CMU WALL 0 —77 :. f. 0 'P-N� LEO EA—* I Lj J4 EJ DISPLAY CLIP DETAILS p r NOM Al e«y,.ma P—kd.L+4 mr ao���-ode P�9"m INSTALLATION ADDRESS: b. :DO: :op: :00: :00: wt F'mftt�m, oWd y nent�a°'��U�a r.< o e � f —If UW h% a BARRY UNIVERSITY Jr 11300 NE 2nd AVE / [MAD N. KASHIF, P.E. MIAMI, FL 33161 1/4" STEEL 3"x3"x 1/4" FLORIDA STATE LICENSE NO.: 41374 DISPLAY CLIP PLAN VIEW ALUM. ANGLE CLIENT: 000Q��OpppO ��p0000p000 331 32nd AVENUE `l(,q s�OOOO ® BROOKINGS, SD 57006 o� O 00 0000 o� P 0 00 0000 /y BOO DAKTRONICS 3"x3"x1/4" 1/2" DIA. HOLE oo �o ��CENSF o00 o0 1 1 IELDODRILL/2 ALUM. ANGLE TO BE FIELD DRILLED No.41374 0 *� LINK Engineering, L.L.C. 0 0 0 0 o �Y u o L 135 South David Lane•Knoxville, Tennessee 37922 0 0 c Phone: (865) 539-4001• Fax: (865) 539-0851 O o o STATE OF o CV o E - EEq/ Online: www.linkengr.com p O o 00 /p Florida State Certificate of Authorization No.: 27148 _ o00'P!pR \OPa o°\�OOo SHT. BY: Project Number. 00 0 ^-�2 7/16" 4'-1 7/8" �3/8" NIUT SERT 2" °°°``°°,,000�ONAI a p0��oo0 of 2 DATE. JBL prawing1Number.0673 WALL ANGLE DETAILS OOOOOOOUO���� 7 ?l/ 1� 3 06/23/16 B1 19779R t . . .... ... .. ...... .. ... .. Calculations for B119779 LED Display 16-0673 •••• •• ••• • k' 06/16/16 •••••• •• ••• • FBC 5th Edition (2014) IK Interior Application • Treated as Components & Cladding P = -5.00 PSF ' ' ' 0000 0 Wind Top Row Bolt Row Cabinet Max Bolt Avg Bolt Avg Bolt Letter Area Area Est Wt Load Bolt Bolt Spacing Depth Tension Shear Tension in12 ft^2 Ib Ib Qty Qty in in Ib Ib Ib Truss 1844.25 12.81 100.00 -64.04 4 2 6.000 8 49.3 25.0 16.0 Display Trib 4562.50 31.68 253.47 -158.42 4 2 78.688 8 46.0 63.4 39.6 Scoreboard 4610.63 32.02 128.07 -160.09 4 2-1 13.000 1 8 59.7 32.0 40.0 Maximum Bolt Tension = 59.7 LB Sx = 0.015625 Maximum Bolt Shear= 63.4 LB M = 89.58957 t= 0.105169 F= 5733.732 i STRUC—jIvAPP; _. INC No> +q.LL4E N and a�+►amtse m thr °*the a^KDWV Of INSTALLATION ADDRESS: onw4ed eo.dnaay for the Rv}ct tre of these d.lpw a*m for my pwp—*ff than the htmded ehd be °'hb?W. n :ed t Of UW rVhowwLM t. of BARRY UNIVERSITY I►le,.a�1-1WV and ehd n�b.t wd d. 11300 NE 2nd AVE IMAD N. KASHIF, P.E. MIAMI, FL 33161 FLORIDA STATE LICENSE NO.: 41374 CLIENT: 331 32nd AVENUE 60 o��0000Oc0000* Pdoo OOOO��o DAKTRONICS BROOKINGS, SD 57006 o P° \CEN se °°0 000 0\ 00 00 � o No.41374 0 o LINK Engineering, L.L.C. p 0 0 a 0 0 }� o 0 135 South David Lane•Knoxville, Tennessee 37922 0 0 0 o o F i EEai Phone: (865) 539-4001• Fax: (865) 539-0851 o ° STATE OF ° SCI o Online: www.linkengr.com p O o o° �/p Florida State Certificate of Authorization No.: 27148 ;"'N °°0F�0R\OP .0° �00 SHT. BY: Project Number. ° 00 0000 fop / °� '%103 3 JBL 16-0 673 e0NA I- �OF DATE g Drawln 3 06/23/16 B119779R ;.,. ��,. ���,,���,,;�.a��B� ��,�:������>4�.��3���t�t� tdt3� �#��9�1 :� � �t��,�oINi�I'��i�4�lt►i�ii�lf4ii�� lii�ililii3+i� i '�i�lul��#�9� li �l#�I��IIiY�sPa�r'�f19itI�k�Fs�ill�Mlif�i�ill� J IISAlkill ^!'d illdaRomillili6f-.91malsw IRA 1 Zt Ri .,6BR;i1}N y�,��}flf:iBlEitkBINM$Q 4;BIB7}lit}{3L'FV.T }tl'SiiR:9kYiRft'B}'Bii7>ilffi!i$ .rtn �Y�tr�ll� � � : rnr,�.,�}a;�"! F?�+eNR�-4'•'C< -?iA�rA?�'�-�.Rv �7f'E4..�BY+�.BEfti.;`d - B'tY.m&EP�6�:'nB�"•^. ?d7.. WWI, t•' ;R •lTi�BEi � • tcmf �■ae er■e■u■ta�aautl aa■r ■otm ®�t�m�s� u 1i1 rr °n i .l f :ae¢ aearn'�im■■ s. tl m tm'!. RBIs ■�1�. ��� ���! 'a:..�t.. ter•: -�_°�=-�B� 4' �- ■ o •m�,,�„�,�■ s rswr.as aeseru■n� T � '+�t`•qg '. � . u .�a�usa•s : ?.!"}i tll 1- .�- s `iusrtr■rri ��,' a �' �•us •i Y,- x •:.-E � ii! ._: .j.- � °�_ - �� _ If11 '9- ..1 �� [IO ;y r^ 5G - 4 1 L tr .,� K 1 �■ .a '_f.'.. daW141SrW? 'EC�n�iti ^,. !"'' � B,” !!. ' @: ��Y 'ftS^SkB,T�9r -r. F `e'a ■9 1� I� rm■ssr■r a.®'n `s�9,� IJ v.- �},•Ll ��' ��a nisuros m�■I ��j(11�1 }7E}$�� ] f ,M xa::•..- �.�.,. y t rI0.M A. : y � rl j tel: O_��IE/�l m �1 ■I, •_�T�1} : �'� �yi1� .�� 221FFF � CL a � cam• ® � 'i �, M •k'".n�x"'�.r''�+� iii - � r�i � � L�wl.. `I�^- �T..� 'i�I. �� .�`' 1 ".°■t .tl �':"':/ �,,',...� 1: ■:.l • �l� mise I� '� — � }r ✓f '� 1 .0 I w +v II �� i� I LII _ i was j%��n■m oa■e ■r ni _ 3 � � �`tQ' —'� ���� ...il:i�Y ��. ,! „arsaJ.d `": _lm...:_.!����MI! I;,�...,.,Q< i� s :77 R■ � @'pP' ��I�gBB A • ate: � • 1 m •I!!�I15 � �; ! 'tea �'� «r:. I� �► �^ � � ,�� �i �aiit� � iarwn�� �a�■r - .: I c• �.� 4 is �. •�E '/i av �> •I f• sa CEIIIIpIII! Y., e i .��,• " e. F'S'r' I g FIRST L ORE PLAN rmly V Y �. ,/9>ti l'S9- �' _- wL"7 ^��j.'� •��� � I© I /. > as s:: t^� 'r'"d>"�5l��t'i `Y;r. � •' iJ '���1111"5.1��'� 1R'w,-:�lG?� 1 GiL2JZ�'-�}Y fir, v .2BBIkA� lEle.11n L.gl�lll i1 �-{ 6" � 1 T-0" 3'-6" 10' 0" 3'4" I i ff KSITE v .. •. ••••w• •• ••••• • • • • • • • •••••• • •• ••••• •• •• •••• ••••• • "oa� x PLYR FLS PTS PLYR FLS PTS 88 88 •••••• 88 PWU M PERIOD 01 M1 88 O • • • F— •• • •••• • 88 0 88 B B 00 811:81 FOULS 101. PLAYER FOUL T.O.L. FOULS LILI 1011181 1218 L 0 0 10 0 0 61, O . MATCH SCORE -A 112,121 SCOREBOARD ELEVATIONS 11/2" = 1'4- SCOPE OF WORK: 1. Manufacture digital scoreboard sign. 2.On site install Scoreboard at 15'-0"A.F.F. 3. Connect to electrical primary and verify proper operation prior to departing site. Note:all artwork for conceptual purposes only.Not for Production. r SQUARE FOOTAGE: Proposed 17.0'x 17.0' = 119.0 SF DESCRIPTION: 1.Main display is Daktronics BB-2107 : •� Basketball Scoreboard 2.Secondary display units are Daktronics SD-2101 Statistics Displays. 3. Decorative Truss Element with flat cut out "Barry University"plate letterset. 11"LkIM i EXISTING CONDITIONS NTS PROPOSED COMPOSITE (EAST ELEVATION) 1/16" = 1'-0" \� Headquarters:1077 West Blue Heron Blvd.,West Palm Beach,FL 33404 Revisions LOCa°0 11130 NE 2nd Ave Health&S orts Center Prosect S.Ca albo s.o.70470 Page 002 v Q P ) Manager P agas Northeast Division:707 Commerce Dr.,Concord,NC 28025 Barry"University cityI state Designer SIGN IN O USTRIES Phone I FL:561-863-6659 1 NC:704-788-3733 1 Toll Free:800-772-7932 Miami Shores,FL C.Barbato tion -- Web: www.atlassignindustries.us DescriP Scoreboard Date 7�25�2016 Patn —. EduIBarryIMiamiShores si� 41 • y.,' ACCENT TRUSS sees• oAPPROX. 34 LBS. �;,; �' •'• '"' "'• ' PLYR FLS PTS � 0 � � � 0 � � 0 [PLYR FLS PTS ••. DETAIL A ,• •„ • oho o . . Be0000000 •• sees 0000000000 000 000 O O o 0 o •e••••000 000 000 000 000 000 000 000 'C•�i -�..•3 •••• •• • • • 00 00 00 °°°00ooe eo oe oeooeo e000 .o •r' �.�. • • • "" "" °"°8.8:....oo 0008.00 00 00 0.°° 0 0 0 0 0 ,�'•• `••••' • •• so:* 8800 °8 8:°8°88 88eee 88 000 88 88%800 %0oe 88 0 = ,• •••••• • •• •••• • o�o o�o o�o o�o o�o :::: :e ° :: :: 0 0 0 0 0 0 0 0 0 0 0 000 000 000 000 000 °°`°°°` °°0000 PERIOD °°0000° °° °° 000 000 000 000 000 STAT BOARD APPROX. 90 LBS. " ` s • • • . Q o 0 o O O o O o F00 `~• •` "" "" `[ � � 0�0 � � ••::. r•' 16" THICK ......o Oo0 Oo0 Oo0 000 000 < Do 0 0REINF. CMU000 0 0 0 0 0 0 0 0 HHB ��� B O OHO OoO Oo0 Oo0 O0 Oo0 f •� WALL •••0• *90: • 00 Qo0 Qo Qo0 Qo0 a •• • •••• • • 0 0 0 0 0 0 0�0 0�0 0�0 0�0 0�0 0 0 0 0 ,?,, -..'• e FOULS T.O.L. PLAYER FOUL T.O.L. FOULS E : `"` �• • 0 0 F-10 0OOOo00000000000000000000 Oo0 M Oo0 Oo0 Oo0 0 Oo0 0000 000 000 000 000000 000 000 000 0 Oo 0 0 0 0 F0010 00000 000 000 000 0 000 0 0 0 0 0 <000000000 000 000Qo0 Oo0 Oo Qo0 r 000000 000 000 000 SCORE MATCH SCORE 000 000 00 .: I- 3'-6" I 10'-0" ELEVATION SCOREBOARD 16" THICK APPROX. 275 LBS. REINF. CMU TYPICAL SECTION WALL I I I 3/8" DIA. HILTI HLC S.S. SLEEVE ANCHOR I 1 EMBEDDED A MIN. NOTES. I I OF 1 1/2" INTO HILT] ANCHOR SYSTEM TO BE INSTALLED CMU WALL 1.0 REFERENCE 4.0 STRUCTURAL NOTES v I IN STRICT ACCORDANCE WITH MANUFACTURERS 1.1 REFER TO DAKTRONICS PROPOSAL DRAWING FOR DISPLAY 4.1 COMPLY WITH THE PROVISIONS OF THE FOLLOWING LATEST 41 SPECIFICATIONS AND RECOMMENDATIONS. COMPONENT SPECIFICATIONS. EDITIONS BUT NOT LIMITED TO THESE ONLY: 1.2 REFER TO DAKRRONICS RISER DIAGRAM FOR ALL ELECTRICAL -ALL FEDERAL, STATE AND LOCAL LAWS THAT GOVERN SAFETY POWER AND SIGNAL.SPECIFICATIONS. REQUIREMENTS FOR STEEL ERECTION. 1.3 REFER INSTALLATION INSTRUCTIONS. MANUAL FOR STAND INSTITUTE E OCE FFO STEEL CONSTRUCTION AANDAISCGEDAND �..•..; FIELD CONDITIONS DEPICTED ARE AS REPORTED 1.4 ALL DIMENSIONS ARE IN FEET AND INCHES. `SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION I I BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM 2.0 PROJECT. RESPONSIBILITY OF STRUCTURAL STEEL. FOR BUILDINGS' I 1 WHAT IS SHOWN, CONTRACTOR SHALL CONTACT .AMERICAN WELDING SOCIETY (AWS) STANDARD CODE DIA 2.1 THIS DESIGN IS INTENDED TO BE INSTALI.ED AT THE ADDRESS "STRUCTURAL WELDING CODE' & D1.2 FOR ALUMINUM DAKTRONICS FOR DIRECTION. SHOWN AND SHOULD NOT BE USED AT ANY OTHER LOCATIONS. -AISC `SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 2.2 DAKTRONICS IS RESPONSIBLE FOR CERTIFYING ALL NEW A325 OR A490 BOLTS"APPROVED BY THE RESEARCH COUNCIL N91E N aq pas ideadee m 9ye�aft as ar Wks rgm'yr of INSTALLATION ADDRESS: STRUCTURE ON STRUCTURAL CONNECTIONS. ux deo LI mQ�ea r far•s eded pro}et an 8lemsee 23 DAKTRONICW AND CUSTOMER'S SUBCONTRACTORS SHALL VERIFY -ACI-318 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL DETAIL A Q,,®��„ „ �uue a 00W M boot ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONCRETE AND COMMENTARY �a..amamta Q a a..m Q BARRY UNIVERSITY INSTALLATION. 4.2 BOLTS AND NUTS s ad Qty�a ed.Qr� 11300 NE 2nd AVE 2.4 ALL SUBCONTRACTORS SHALL PERFORM WORK IN ACCORDANCE -ALL BOLTS SHALL BE HEAVY HEX STRUCTURAL BOLTS ASTM " WITH APPLICABLE FEDERAL, STATE, AND OR LOCAL REGULATIONS. =5 TYPE 1 U.N.O. DISPLAY IS 15'-0" [MAD N. VASHIF, P.E. MIAMI, FL 33161 2.5 ALL ACCESS STRUCTURE MUST MEET ALL APPLICABLE LOCAL. -STRUCTURAL HEX NUTS SHALL BE MINIMUM ASTM A583—DH ABOVE FINISHED FLOOR FLORIDA STATE LICENS NO.: 41374 FEDERAL. AND STATE SAFETY REGULATIONS. -STRUCTURAL WASHERS SHALL BE MINIMUM ASTM F436 11 CLIENT: 2.6 EACH SUBCONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. -GRADE 5 HARDWARE SHALL BE ACCEPTABLE WHERE SPECIFIED 2.7 ERECTION SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR ON DRAWINGSDESIGNING AND 00 Op 331 32nd AVENUE OFF UNINSTALLEDPEQIUIPMENT AND STRUCTURE.ING TEMPORARY BE FOR STABILITY BE GHALLVVA IZED PER THE STRUCTURAL OF&ONEO F THE HERS � INTERIOR APPLICATION ONLY O °°,° pp00 p N /( O ® BROOKINGS, SD 57006 2.8 EACH SUBCONTRACTOR S RESPONSIBLE FOR THE REMOVAL AND FOLLOWING ASTM STANDARDS: ASTM A153 (CLASS C) OR ASTIR O o ...cost? s DISPOSAL OF WASTE MATERIALS ON THE JOBSTE (CLASSO O ,0 00 ALL 9B0 SIN CONTACT Willi ALUMINUM SHALL BE ZINC PLATED bO�Q'o°° \CENs °oy 000 DAKTRONIGS 3.0 DISPLAY NOTES GALVANIZED AND SHALL BE MINIMUM ASTM A325 O o° �. F o O 3.1 DAKTRONItS DISPLAYS ARE ALUMINUM CONSTRUCTION. ME BOLTS SHALL BE FULLY PRETENSIONED PER APPROVED DISPLAY(S) DESIGN o o °� LINK Engineering, L.L.C. 3.3 ELECTRICAL COMPONENTS ARE ACCESSED FROM THE FRONT OF 4.3 PAINT ODS LISTED IN RISC STANDARDS U.N.O. BY OTHERS o* o No.41374 a o THE DISPLAY. -ALL STRUCTURE STEEL SHALL BE PREPARED TO MEET o °o � o° e L 135 South David Lone•Knoxville, Tennessee 37922 3.4 LIFT POINTS ARE PROVIDED BY DAKTRONICS IN EACH SECTION CUSTOMERS SPECIFICATIONS OR A MINIMUM OF SSPC—SP2 c ° ° o Phone: (865) 539-4001 a Fax: (885) 539-0851 (ALL REMOVABLE LIFT POINTS SHALL BE REMOVED AFTER THE -ALL STEEL MUST BE COATED AND PROTECTED BY SPECIFIED ELECTRICAL DESIGN o�o STATE OF o too E EER Online, www.Unkengrcom 3.5 (NSTALLATION WHEN LIFTINGOF EACH SECTIONS THE REFERRED METHOD IS TO USE A PRIMERANDTHEN FINISHED PER COLOR INDICATED BY THE BY OTHERS �0�o P °�*0 SIFT. BY:rids State Certificate of Authorization Number. SPREADER BEAM TO DISTRIBUTE WEIGHT AMONG ALL LIFT POINTS 4.4 FBC 5th EDITION (2014) DESIGN CRITER1 00 so,O 0 AR 1k °o°`a°'% 00Project INSTAPROLLATION MANFOR�TE72NATE METHOD OF RIGGING REFER TO -INTE3tiOR APPLICATION_DESIGN PRESSURE — 5NLY PSF LATERAL LOAD O�OOOO oo�NAL °QoQODO1% OF 1 DATE: JBL DroW1ng1N 0673 0668005 ' L � 2 06/23/16 B11978OR T • i 2 3/16" 2 3/16" 3'-9 11/16" 5'-9 7/8" 6'-9 13/16- - 3/16" -------------------- ------------------------------- ------------------------------------ 1 10 1 00 1O 1 0000 a I1 • • 000• •06• • • 4D to I0 1 1-01 01 0.60 i •.66 • O 066.0• •• 00000 --0-------------C---T-- -------------------------------- 0 L ---------------a -T- D------------0-- • •.... 1 i i 1 ••• • • .. 6 UTLII�E ®. ..'... 1 1 I 1 6 •DISPLAY 1 1 1 • 60 0000 •6.0� 1 606:6: 0 •• 00060, 1 I I 6•• 6 i0••• 1 I 1 •• • • I I I I 06e:06 1 I I I .• • N I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MOUNTING LOCATION I I I I 18 REQ'D I I I I I I I 9-------------OL -0I ------------------------------------------------Q- -9-------------I -ji F- 2'-6" V-0" + 9'-0" I V-0" MOUNTING LOCATIONS ON WALL Calculations for B119780 Scoreboard 16-0673 06/16(16 WM N arm oti Ptm�mom.a m� ase,rb,*Ntr 0( INSTALLATION ADDRESS: =sonFBC 5th Edition(2014) IK uc'0.oba w°ew p0jauroee.. Interior Application IITY Ad d`••`"''`�, 11300 NE 2nd RRY S AVE IMAD N. KASHIF, P.E. MIAMI, FL 33161 Treated as Components& Cladding P= -5.00 PSF FLORIDA STATE LICENSE NO.: 41374 CLIENT: Wind Top Row Bolt Row Cabinet Max Bolt Avg Bolt Avg Bolt %alio Op 331 32nd AVENUE Area Area Est Wt Load Bolt Bolt Spacing Depth Tension Shear Tension o 0 6 o s O00 ® BROOKINGS, SD 57006 Letter in"2 ft"2 Ib Ib Qty Qty in in Ib Ib Ib o�Q0 �CENs °°00% o DAKTRONICS Truss 2448.00 17.00 125.00 -85.00 6 2 6.000 8 55.8 20.8 14.2 � �' F °o `o • • Scoreboard 1 3024.00 21.00 105.00 -105.00 4 2 70.500 8 29.2 26.3 26.3 0�} g No.41374 0 o LINK Engineering, L.L.C. Scoreboard 1 8640.00 60.00 300.00 -300.00 4 2 70.5 8 83.5 75.0 75.0 0 0 o L 135 South David Lane•Knoxville, Tennessee 37922 o 0. STATE OF o°tr p E i EEa Phone: (865) 539-4001•I= (855) 539-0551 o 0 0 Li p Online: wOw.Qnkengneom p —00 0°SCI p Florida State certificate of Authorization No.: 27148 Maximum Bolt Tension= 83.5 LB o%°oo 0111 00 ��oo sxr• By. ProJsat Number. DOO�ss/°OO000°°°GA 2 JBL 16-0673 OF DATE: Drawing Number. Maximum Bolt Shear= 75.0 LB OO�Opp00�oop��p``p0��o ZlC(� 2 06/23/16 B119780R