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1021 Atlantic Blvd SIGN18-0016 Jumpin' Jax sign permit i° SIGN PERMIT PERMIT NUMBER if A I CITY OF ATLANTIC BEACH SIGN18-0016 r ISSUED: 11/19/2018 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1021 ATLANTIC BLVD 953- SIGN WALL 2 WALL SIGNS FOR JUMPIN $2000.00 975 JAX HOUSE OF FOOD TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 177602 0040 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: GENERAL SIGN SERVICE 1940 SPEARING ST JACKSONVILLE FL 32206 CORP OWNER: ADDRESS: CITY: STATE: ZIP: EQUITY ONE ATLANTIC NORTH MIAMI 1600 NE MIAMI GARDENS DR FL 33179 VILLAGE INC BEACH WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS IRoll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 21.5 $30.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 33 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 Issued Date: 11/19/2018 1 of 2 loit 'a'y, SIGN PERMITPERMIT NUMBER s, CITY OF ATLANTIC BEACH SIGN18-0016 oc --2: ISSUED: 11/19/2018 800 SEMINOLE ROAD EXPIRES: 5/18/2019 `n ATLANTIC BEACH. FL 32233 STATE DCA SURCHARG L 455-0000-208-0600 0 $2.00 TOTAL:$109.00 Issued Date: 11/19/2018 2 of 2 City of Atlantic Beach APPLICATION NUMBER Fr412116Building Department (To be assigned by the Building Department.) 800 Seminole Road - -001 00 Atlantic Beach, Florida 32233-5445 _ Nia. Phone(904)247-5826 • Fax(904)247-5845 r, E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 OZ ( IA-rLvTI Q l'� Department review required Yes No Building` Applicant: �N:JC�ALC� &Zon-- Tree Administrator Project: I LOC) Public Works Public Utilities C t i �� Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I 'Denied. Not applicable (Circle one.) Comments: BUILDING B PLANNING &ZONING Reviewed by��` —/,� • Date: 1 1 TREE ADMIN. Second Review: Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I 'Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER 's ,? Building Department (To be assigned by the Building Department.) j � • � 800 Seminole Road � l Atlantic Beach, Florida 32233-5445 FK� Phone(904)247-5826 • Fax(904)247-5845 --(01119,- E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ii ;� 3 Property Address: L101"(t. ELY n Department review required Yes " o Building f \ � annin Zonings Applicant: �I�C� �. _ `'Tht 1 C— ��(1 --�& Tree Administrator Project: [ADO Public Works Public Utilities Q ,,,,n ( �� �� Public Safety ' Fire Services Review fee $ Dept Signature 1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. 1 'Denied. Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONINGReviewed by: ///1 Date:l �/ ��U TREE ADMIN. Second Review: ['Approved as revised. De d. Not applicable • PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 JFFICE COP" Building Permit Application Updated 10/9/18 to City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904)247-5826 Fax: (904) 247-5845 Email: Building-Dept@coab.us \ IS REQUIRED.(' Job Address: 1021 ATLANTIC BLVD. -Suite 1-3-ATLANTIC BEACH, FL 32233 Permit Number: S I�� t �I , � 00 I�C Legal Description A part of Castro Y Ferrer Grant,Section 38,Township 2 South, Range 29 East RE# 177602-0040 Valuation of Work(Replacement Cost)$ 2,000.00 Heated/Cooled SF Non-Heated/Cooled • Class of Work: {tNew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑✓ Commercial QResidential • If an existing structure,is a fire sprinkler system installed?: ❑I�--Yes ✓❑No • Will tree(s) be removed in association with proposed project?LJYes(must submit separate Tree Removal Permit) ©No Describe in detail the type of work to be performed: Installation of Two(2) Flush Mounted Channel letter sign. Signs mounted on Building Fascia.Aluminum construction with Low Voltage LED Lighting for Illumination. UL Listed and Approved Electrical Components. Signs Read: "Jumpin'Jax House of Food". Florida Product Approval# for multiple products use product approval form Property Owner Information Name REGENCY CENTERS Address One Independent Drive - Suite 114 City Jacksonville State FL Zip 32202 Phone 904-598-7000 E Mail AnnGallaher@regencycenters.corn Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) YES Contractor Information Name of Company General Sign Service Corporation Qualifying Agent Bradley Ginzig Address 1940 Spearing Street City Jacksonville State FL Zip 32206 Office Phone 904-355-5630 Job Site Contact Number Howdy Russell 904-233-5245 State Certification/Registration# ET11000967 E-Mail gensignjax@bellsouth.net Architect Name&Phone# Engineer's Name&Phone# Christian Langley Florida PE No.67382 1-888-371-3113 Workers Compensation Insurer Plymouth Insurance Agency OR Exempt o Expiration Date 01/01/2019 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 the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. 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. (Sign e ofof O rent) (Signat6rk_of Contr or) Signed and sworn to(or affirmed) before me this (0 day of Signed and sworn to(or affirmed) before me this w day of November , ao ttY ,by 'air-4.619Cvinz.uL November , , by amci kj (Ind .�et �t moo". (Signature of Notary) V (Sigliature of Notary) t►R?Pue SYBIL E.VINSON -•—•.(1-, c SYBIL E.VINSON MY COMMISSION#FF 979548 r Vit' ; *MY COMMISSION#FF 979548 * 9* EXPIRES;August 3,2020 Personally Known OR T� Q [personally Known OR EXPIRES:August 3,2020 [ ]Produced Identification 9js oa g [ ] Produced Identification 9leor r�°p Bonded TTv4B or r4 Bonded TMu6udget Notary Services Type of Identification: udQ•iNoteryServ�ea Type of Identification: OFFICE COPY One Independent Drive Suite 114 Regency Jacksonville,FL 32202 Centers. 904 698 7000 RegencyCenters.com October 23, 2018 City of Atlantic Beach Building and Zoning 800 Seminole Road Atlantic Beach, Florida 32233 RE: LETTER OF AUTHORIZATION FOR JUMPIN JAX AT ATLANTIC VILLAGE DUVAL COUNTY To Whom It May Concern: This authorizes Georgia Sign Builders, LLC as licensed sign contractor (or Agent or Subcontractor) for the tenant to secure permits, variances and perform sign installations, removals or maintenance at the property located at 1021 Atlantic Blvd, Atlantic Beach, FL 32233 (Atlantic Village). Please feel free to call me if you have any questions 904-598-7710. By: Gallaher, Property Property Manager Regency Centers, As Agent for Owner STATE OF FLORIDA COUNTY OF DUVAL I ` / a Nota / 'ublic, ' tate and County Above My commission Expires: a 1-Zu('� WENDI HILL * * MY COMMISSION t FF 178391 ' EXPIRES November 20,2018 il�p�' 9pnded lora 9UCpel Ncluy Services OFFICE COPY • Letter of Authorization To: City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,FL 32233 RE:Letter of Authorization To Whom It May Concern: This letter authorizes General Sign Service Corp. as our licensed sign contractor (or agents or subcontractors)to secure permits,variances,and perform sign installations, removals,or maintenance at the property located at: dunwla Jaz-1021 Atlantk Blvd-Atlantic Beach. FFty 322333 By. (1,‘• �/ Wc - M � Title:/ 1''/ //LL /'1Qom., State of �,' County of Dabdi The fore oing instrument was acknowledged before me this Z-y ni day ofr. 2018,by h'' of £M /4/‘/ corporation,on behalfo said corporation,who did not take an oath and who: is personally known to me. ,o-»'.N,G, 14/4 4t t/ Produced current driver's license as identification. ..:1•Qv,*........ fIkkOT Al AS 0 CI Ire Pub is 41# t14 Seal I Stamp $4.1412.WI- •..rName of Notary printed: !t jL,r.1 'I. /44-ice E FFICE COPY 1 1 F F EXBIti1T `A` F 1 book 8130 Pu 2P99 i A part of the Castro V Ferrer Grant. Sector 38. Tow ship 2 South, Range 29 :est Duval County. Florida. mon articularly described as follows: Fort point of lit ginning.commence at the Southeast comer of Lot 1, Block 26,Reeler of Pan of Royal Palms Unit Two A,as recorded in Plat Pook 31,Pages 18, t Soh, 168. 16C and 160 Of the current public records of said Couihry;thence South 07°16'02'East along the Westerly right of way line of RoYai Palms Drive. a:0stablished as a 60 foot right of way by Official Records Volume 1819, Page 52 of said public records.a distance of 20 42 feet:thence North 85°37'27•West along the North Tine i of the Lands es described in Official Records Volume 2013,Page 42 of said pubt.c records.a distance of 80.29 t feat thence South 00041'22'East,along the West line of said lands as described in Official Records Volume i 2010,Page 42.a distance of 214.92 feet;thence North 89118'38' East, along the South One of said lands I as described in Official Records Volume 2010, Page 42. a distance of 147.68 feet to I point on the , aforementioned Westerly right of way line of Royal Palms Drive.said right of way the being a curve concave 1 Nordteasariy having a radius of 515 feet thence Southeasterly along the arc of said curve,a chord besrino i of South 44°14'1 1'East and a chord distance of 236.50 feet to the point Of tangency of said curve;thence _ South 67°31.02-East continuing along silt Westerly right of way line,a distance of 87.05 feet to the point } of curve of a curve concave Southwesterly having a radius of 113.55 feet;thence Southeasterly along the arc s of said curve,a d+ord bearing of South 52.13'10' East and a chord distance of 20.97 feetttence South 89.18.36' West.along the North Tine Of the lands as dcsr4'ibed We�Tialnecoifd ds ands bed 33istar'u 97, age 69 of 00 distance of 128.77 feet thanes South 00°41'22'East alC feet thence North 89°18'38'East,along to South One dseid lends as described in Official Records Volume 3397,Page 69,a distance of 160.00 feet to a pmt on the aforementioned ;telu�ht of way.55 kilo of Royal thence Palms Drive, said point being on a curve concave Southwesterly 1erly along TM arc of said cunt*.a chore beating of South 05 045'42'East and a chord distance of'0.08 feet to the point of tangency of said curve:thence South 89°16'38'West.along the North Tine cosh*lands as described in Official Records Volume 2119.Page 305 and along the North fine of the lands as described in Official Records Volume 2843, Page 750 and along the North fine of the lands as described in Official Records Volume 3231,Page 773,if castanet of 440.00feet thence South 00°41'22'East*long the West I. Gy of the lands as described in Official Records Volume 3231,Page 773.a distance of 160.00 feet thence South 89°18'38'West along the North right of way fine of Adaptic Botdevard(Stas Road A•1-A)ae now established as a 100 foot right of way,a distance of 569.18 feet then North 07416.02-West s dahtsnc0 ; of 160-00 feet thence South 89°18'38'West,parallel with said North right of way Drat of Adh.ncc Boulevard, a distance of 201.42 feet to the Eaawfy right at nay lne of Apuatie Drive.as estabki had by Official Records '` Votemn 3278,Pages 176 and 177 of said public records;thence North 11°42'30'West along said Easterly right of way Eerie,a distance of 390.26 feet thence North B2°43'58'East ting the South Ore of the!ands as described in Official Records Volume 2411,Pape 1171.a distance of 262.48 feet thence North 13'54'50' Fut along the Easterly line of said lands as described in Official Records Volume 2411,Page 1171 and its fi Northeasterly extension, a distance of 192.81 feet thence South 85°37'27' East along the Southerly Eine of aforementioned Bloch 26,Reptat of Part of Royal Palms Unit Two A,a distance of 37.52 feet thence South 07°16'07" east along the West line of the lands as described in Official Records Volume 1471,Page 472. a distance of 35.00 feet thence South 85°37'27'East along the South One of said lands,a distance of 60.00 i feet thence North 07°16'02'Wes: along the East fine of said!ands as described in Official Records Volume 1471,Page 472.a distance of 35.00 feet thence South 85°37'27'East,along the aforementioned Southerly Tine of Block 26,a distance of 541.85 feet to the Point of Beginning. i TOGETHER W1Tli the non-exclusive right to drain surface water and nn-off from the aforementioned red property thereinafter coded the'Shopping Center Property')over,across and through the drainage ditch and I - facades constructed along vie within the uric of land being approximitdv 40 feet in width along with the 4 Western boundary of the property as set forth and reserved in Official Records Volume 5683,Page 362. s i i t A i i MEW I • L € oI D $rieion i i Y Description: Duval,FL Document - Book.Page 8130.2297 Page: 3 of 6 I Order: 4 Comment: ---------- -- •--- - - I/InnrntTg,, . iii 4AAN LA iii ,`AF, • ��LENSF•G , Atlantic Village •`X15 No. 67382 9 953-990 Atlantic Boulevard, Atlantic Beach, FL 32233 = * . • Center Size: 104,687 1'•• STATE OF a. SPACE TENANT 0i S . , ♦a_ 11 AVAILABLE '',, "Q %- `,,,` 1 M V _.._..._ 12 AVAILABLE ,,'ea4, 11111,' Csoa J WL 04 THE UPS STORE 1.050 q AQ v N._� 08 H&R BLOCK 1,200 t LL -'—� 108 GREENBERG DENTAL 3.780 tJ k j _- I _ 1-3 JUMPIN'JAX HOUSE OF FOOD 3.150 0 LAIFITNEBEco f a*rtl wa""as 1: 15 VINTAGE BARBER SHOP 1,086 rr-n 11T ._112 illi1W�iT,I 1t 1! • �,; "---� — �� �'ie 166 DOLLAR TREE 9.375 �LLn _- --1 - --- -----A 21 l� 17 CREATIVE NAILS 8 SPA 1,750 w p^�'+ l�1a, I I I I;i I I L I A L'!I I I I I i III:I l l i --: 25 n_m l - -017„.co .... co - , ,, 1�,i I ,, j . --- 18 LA.FITNESS 39.795 ri°C c'F' Z v_ 19 SOLA SALON STUDIOS 4.800 o co0 Thu UR Sten _" = — — -'- -4--- _ -v.- T 22 PET SUPPLIES PLUS 10.998 Ill = , _ --,- Wit- { 111111141 D = _ 1 �- 23A SLEEK(THREADING SALON) 996 C iniAmo T _— y _ s� 24 SMOKER'S BAY 1.002 t JJDj I •,I0 ' 25 ADVANCE AMERICA1,002— �- I I I l!I %al" D27-278 CVLHANE'S IRISH PUB4,200_73 aim au D 28 NAVY FEDERAL CREDIT UNION4,020= 3 29 LITTLE CAESAR'S DIZZA 1,500 c+ ® Cial. 5 PLA NTOLOGV CAFE 6 JUICE BAR 1,045 A— _1 . 6 BREWZ 1.045 .- .6G C us _. ' ATLANTIC BL , 7 HOP SHING CHINESE REST. 900 n P,• 9B-10 RUSSIA INSURANCE AGENCY 1,500 a*+I I OUTPAR(PANERA BREAD 4,128 Ev i.,o c c o0 3NN 6 . REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH L r- 50 ❑AVAILABLE ['LEASE) ANAP(NOT APART) 714p� � a#2. SEE PERMITS FOR ADDITIONAL oc 33 51C'� I� REQUIREMENTS AND CONDITIONS II o 0 1 I.7S'i" 0‘, -0 ( -rN) CERsr) DATE: l(--1 3—I t • ci o 1of177 REVIEWED BY: a • a� LA Regency- Eric Apple 904 598 7450 Updated:Oct 23 2018 Wt• Centers. Leasing Contact -7. EricAppie@regencycenters.com o c 0E Ns 54 p6.M rot a repreaeYtlon,Wnamy w summon 8 co six located, 1'd LM*nem the pee nonr8er,address or arty other"teal adxabr a parameter ay the lei use a5 a O l.J papery and ppsoemaed dormalpa only.lte inp beerablt arc b charges,Adlbr¢ars!ddelom as die aldilert la�derd.w el yi8smenlal Wet may dire¢w deem**In deir abSoYae dlur9cl. rnG General •Dona nls In accordance withthe requirementsofthe Fla BWn l Code6th Ed 120n7)forusewithin soutskk the HeldohVeloclry Hurrka9ne Zone(l{VVM21.•Thl,. beening certifies onlvthe structural integrltSy,ofthposea terns,components,and/or otherconstructbn explldty specified heroin..Ekctncal notes,detail 6spedfi<atbnsare provided by and are the sole responsibi4 Nohs:orembbeedd cod ncconcrete shall be epantedor protected as preesscnbedainn ADMI-15(1a).or plastic/neoprene sdpacers provided.•Ali exposedhsteners shall be S.S.or have proennt coating oorrosion protecction.-All welding sh beper requiirremento.-Steel welds Eloioreleccn,0400.•Alumnum weld84043 fiIIIeer allloy.•Aunn extrusions:6063T6 or stronger,U.N.O. 5.4)/yam 1. zo z �'' HOUSE Black letters have Day/Night Vinyl. Theylook ._f° OF FOOD BLACK duringthe dayand light ht upWHITE at night - g g :RegciciAefeCyntfoemrntsowe RegionalProperty Managerrs Corporationner 1021 Atlantic Blvd. Date: //C1/4 Atlantic Beach, FL co,,.. 32233 F,4EPA snicCC IE ./- I1'-2' ,-- 7 T/O P,AF24P_T i eorgca pi +�4S Sign builders 11 c } .. SM ,rn.r.r D,in Cnn...nr cll.re EKG/S.3.111,.PO 54 647 6;11 IA.])n 16,:768 ricnnrd gcorgiacugnbuddern corn ..__ _. t L. .i I This is an original f/ 1 unpublished drawing, created I I i us ' O�� by GSB. It is submitted for , your personal use in 'I 1 conjunction with the project - being planned for you by SIGNCO. It is not to be shown i �0 to anyone outside your NEW DOOR AND Frc,.;?'1Et111 ,�„ ,� na1„, , . organization, nor is it to be �v/�J ..,.r` � used, re-produced, copied, or PROPOSED SOUTH ELEVATION4nm*...,r 11-1� exhibited in any manner i ,:r'"' r..... , without proof of purchase ,`„.i �........ from GEORGIA SIGN °"""^ ,.r' BUILDERS. - - `IU _ \ Approval: T , wM� T- 1 ,.�... HOUSE ,, 3 r_ ___ OF Fi - not__ 1---41---1 - 4• 1 ICt Q I cMO.MOM� � I - 0 L uSTI Nest E 1 3 SS r SIGKI #-( SIGN lat Z � ` j iHOUSE OFFICE COPYt__A OF FOOD Black letters have Day/Night Vinyl. They look 1021 Atlantic Blvd. BLACK during the day and light up WHITE at night. Atlantic Beach, FL REPAINT THE , OR , ' 32233 es ars. Ptwn A TO cE aracca s Dl�AS:rW!NG EW'i•G`RPL'- ULL ALLAH�;H01lT DDiPK7 —G— O Q :CUM,co.,RD!N4TE VITA EL -� I T'_2" e O r s/acij iTr--I T o P- RA E i S.Bums,Regional Property Manager sign builders I I c 'ET Regency Centers Corporation r 3`tMA HOUSE 7 -- As Agent for Owner r/ L s7f 1� OF FOOD i t�.,..� 42/i y Senor Oeagn Consultant S J _ Date: 999 'II,80645!A 11/cal 600637 a711 lar 7700060768 1 11 riU+arst gcorgiasgnDuilGcrs tom I I 1 I i .. n This is an original unpublished drawing,created / `I 0 LED by GSB. It is submitted for 1 Flush Mount iri' 1 your personal use in �--1 LI —11 .V conjunction with the project =+ — l being planned for you by J i SIGNCO. It is not to be shown ,..-.. ,.,,,,,,,-,,,,,,, to anyone outside your 0 ar..nr-- ��� organization, nor is it to be Oma« used, re-produced,copied, or "TT y� gig ; exhibited in any manner � PROPOSED EAST ELEVATION ...,=„„„,, �� 4 • without proof of purchase CAUL,w-7-0 from GEORGIA SIGN _1 �;..�_ BUILDERS. a Approval: TIJIPMIT '~-�• 4 _ 1 r ' HOUSE i r ...___� MEM INIIIIMMEV �_ Man a=M1 OF FOOD ir ...... E-4 ,„....... ,i I 91 I a�.— s Side View 0 L L.►S i I N 6 4 13 g 58'9► SI cvkl 41 Z, S&t.1 4r1._ S ICv0 #2- L E D 2.LED CHANNEL LETTER MOUNTING ® All Electrical Components are UL Listed & Approved .040 ALUMINUM RETURNS OFFICE COPY COLORS: VARY f 5" RETURNS TRIMCAP(1/8"x 1") COLORS: VARY EXISTING STUCCO 'l o lmN�llll anallalINllllnnNldluNllll /OR WOOD WALL I El- POWER SUPPLY ■ - ENCLOSURE BOX UL LISTED &APPROVED 3/16" ACRYLIC COLORS: VARY ■� L. \-4C :: - WALL - .' 12vdc POWER SUPPLY L.E.D. ILLUMINATION SEGMENTS (TRANSFORMER) COLORS: VARY UL LISTED &APPROVED ■1 0 " Nl INNNNIENNONNINNNINNNINI FASTENERS: _ SEE ENGINEERING REPORT #8 S.S. FLAT HEAD SCREW i • ' TO SECURE THE TRIMCAP TO THE RETURN PRE-DRILLED 3/8"DIA. DRAIN HOLE NOTE ALL ELECTRICAL COMPONENTS ARE UL LISTED &APPROVED EXTERNAL DISCONNECT SWITCH ****SAFE FOR USE IN WET CLIMATE CONDITIONS*** TYP. SECTION: (N.T.S.) NCom - C lSk5&9 ,,,,, Easy easyseals.com DESIGN CALCULATIONS FOR ®Pp �.. JUMPINJAX WALL-MOUNTED SIGNS (SOUTH ELEV) 1021 Atlantic Blvd—Atlantic Beach • I��► .. : 3� GENERAL NOTES: 516N 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. 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 Eng; .;linter;r; seal valid required or a separate site-specific engineering evaluation performed. Nur 6. Aluminum components in contact with steel or embedded in concrete .• '••'••t�� shall be protected as prescribed in the 2015 Aluminum Design Manual, ' �' No. 6 3 Part 1. Steel components in contact with, but not encased in,concrete _ *; * ;�c shall be coated, painted, or otherwise protected against corrosion. = • 7. Engineer seal affixed hereto validates structural design as shown only. = 13%.• 3••. 5 ATE OF ''. 04%• tom . ,. . Use of this specification by contractor,et.Al, indemnifies and saves Christ . ' • ' ` p£#67382 harmless this engineer for all costs&damages including legal fees& ; . E + . apellate fees resulting from deviation from this design. Easy Seals •Gert Auth#31124 120N Federal Hwy,#200 Ear Seals.com Page 1 Bocaoca Raton,FL 33432432 -1 '` Seals CALCULATIONS FOR WALL-MOUNTED SIGNS ..... easyseals.com ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 130 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 Kzt= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 10 sq ft Tributary area 130 mph - Exp "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER a c. HEIGHT (Zone 4) (Zone 5) Y Y q: 15 ft 20.6 psf 26.2 psf 0.85 31.2 -1.10 -1.40 20 ft 21.9 psf 27.9 psf 0.90 33.2 -1.10 -1.40 25 ft 22.9 psf 29.2 psf 0.95 34.8 -1.10 -1.40 30 ft 23.8 psf 30.3 psf 0.98 36.1 -1.10 -1.40 35 ft 24.6 psf 31.3 psf 1.01 37.3 -1.10 -1.40 40 ft 25.3 psf 32.2 psf 1.04 38.4 -1.10 -1.40 45 ft 26.0 psf 33.0 psf 1.07 39.3 -1.10 -1.40 50 ft 26.5 psf 33.8 psf 1.09 40.2 -1.10 -1.40 55 ft 27.1 psf 34.5 psf 1.12 41.0 -1.10 -1.40 60 ft 27.6 psf 35.1 psf 1.14 41.8 -1.10 -1.40 70 ft 23.3 psf 46.6 psf 1.17 43.2 -0.90 -1.80 80 ft 24.0 psf 48.0 psf 1.21 44.4 -0.90 -1.80 90 ft 24.6 psf 49.2 psf 1.24 45.5 -0.90 -1.80 100 ft 25.1 psf 50.3 psf 1.27 46.5 -0.90 -1.80 110 ft 25.6 psf 51.3 psf 1.29 47.5 -0.90 -1.80 120 ft 26.1 psf 52.2 psf 1.32 48.4 -0.90 -1.80 130 ft 26.6 psf 53.1 psf 1.34 49.2 -0.90 -1.80 140 ft 27.0 psf 54.0 psf 1.36 50.0 -0.90 -1.80 150 ft 27.4 psf 54.7 psf 1.38 50.7 -0.90 -1.80 175 ft 28.3 psf 56.6 psf 1.42 52.4 -0.90 -1.80 200 ft 29.1 psf 58.2 psf 1.46 53.9 -0.90 -1.80 250 ft 30.5 psf 61.0 psf 1.53 56.4 -0.90 -1.80 Page 2 • Seals eazyseals.com CALCULATIONS FOR WALL-MOUNTED SIGNS •N I Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 30.3 psf Sign type: Channel Letter Sign size: A= 1.6 sqft (per letter, critical) Wall material: Wood CDX or equiv,thickness to match Min Embed Anchor type/size: #14 SMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.5" Min edge dist: 2" Min Spacing: 2" Anchor tensile capacity: Tcap= 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 47 lb =P*A (per letter) No. of anchors req'd: n = 0.4 anchors per letter ...=Rt/cap Total anchors required: 1 anchors per letter OK,critical anchor option shown. Limit to min(3) per letter, bal. Ref anchor schedule for other anchor options. Page 3 ei Ai w4„,....,.., tt ttttftt117�7r ^., ttt �`` HOUSEgeos �. ,1•, ti,o��. Black letters have Day/Night Vinyl. They look C = �': No. 67382 OF FOOD BLACK during the day and light up WHITE at night vckis.Bums,Regional�perty r*: Regency Centers Corporation • : •0 As Agent for Owner :.p STATE O F j. 1021 Atlantic Blvd. /V//gr 's,I'i� :�c o R ck .•4 , •, Atlantic Beach, FL EAST A %s 32233 I �•.'S��INAL`,, J ot EL +�- IT-2" C d� A 3 .� T/O PARAPET = o eorgca ____M ii;:• office 800.676,3411/«11 404 637 6941 fax 170.080168 rkhard georgiasignbuaders con, e a o 1 4 M LL�� 0 0 0 CO This is an original ' "- unpublishedGSB. It drawing,created +/ L 1 / LED Flush Mount byG56. It is submitted for your personal use in 1 conjunction with the project being planned for you by r 50, /SIGNCO. It is not to be shown NEtU DOOR.atJD FRAr1E ! ,.,,�,,,r,,, • to anyone outside your ...�.....r organization, nor is it to be ...... IIn used,re-produced,copied,or P---- PROPOSED ���TO c PROPOSED SOUTH ELEVATION exhibited In any manner i 4 1 ��� without proof of purchase '"J eGtullt'rr mftw.ws —° from GEORGIA SIGN Dno•MY� as V, BUILDERS. `' t '" �/ a'oon q,Ilio T =N w, Approval: , *1!1 �5 41,64 NHOUSE _ =, w 3NN OF FOOD dir __ •. :- 1i E7 D I 6' .....�. = r o 0 ;11 W"H 1,1 CO. li?O 33 � _• �i, 11' oYv I x�J �a�J-OFA Side Yew . 11 o N ANCHOR SCHEDULE "AU FASTENERS SHALL BE SPACED EVENLY"• QTY or SPACING ..U u.' WALL MATERIAL I ANCHOR TYPE `„�, 1/4"THREADED RODS WITH MIN 2"EMBED IN ADHESIVE MIN(3)PER LETTER N CONCRETE(3ksi)or 1(71•1 1/4"TAPCONS(OR EQUIV)WITH 1.75"EMBED MIN(3)PER LETTER CLIA HOLLOW MASONRYLt N 1/4"EXPANSION ANCHORS WITH 2.5"EMBED MIN(3)PER LETTER . Z• =0 1/2"PLYWOOD 1/4"TOGGLE BOLTS MIN(3)PER LETTER 0.Or (NO ACCESS BEHIND) 1/4"WOOD SCREWS OR TAPCONS,FULL EMBED MIN(3)PER LETTER r o V METAL STUDS/PANELS B14 METAL SCREWS TO MIN 18ge STEEL OR 0.090"ALUM MIN(3)PER LETTER •W • >iY HOLLOW WALL+BLOCKING _1/4"THRUBOLT50R LAGS TO SOLID BLOCKING BEHIND MIN(3)PER LETTER • . 5()(rni G IeV( hoo e General •Design is in accordance with the requir encs of the Fla Bldg Code 6th Rd12817)for usewithln&outsidethe Hlg1oh Velocity Hurricane Zone(HVHZ).•Thlsengineering cenlfiesont"the structurallnte9Tit of those systems,components,and/orotherconstruction explicitly specified herein.•Electrical notes.details.&specifications are provided by andare the sole responsibl4 Notes: sty oft electncaI contractor.No elestrkaI review has been performed and no artificato o(such is intended•Structural design meets uircments of ACI3f 8-14,RISC 36Ol0,ADM1-15.&NDS-15 as apdi<abk.•Steel components shall be coated,painted,or othenvlse protected against corrosion per FEC Sec 2203.2/2222.6.•Alum componerrts incontactwrthsreel • orembrdded Inconcrete shall be painted orprotected as prescribed In ADM1-1511 a),or plastic/neoprene spacers provided.•All exposed fasenersshall be S.S.or have a protective coatingfor corrosion protection.•AB welding shall be per AWS requirements.•Steel welds:E70sor electrodes.•Aluminum welds:4043 filler alloy.•Alum extrusions.6063-T6 or stronger,U.N.O. • os : # Easy . . easyseals.com •..... DESIGN CALCULATIONS FOR JUMPIN JAX WALL-MOUNTED SIGNS (EAST ELEV) 1021 Atlantic Blvd—Atlantic Beach GENERAL NOTES: 3 3 cin 1. Design is in accordance with the Florida Building Code 6th Edition(2017) ���`'!#A.: for use within and outside the High Velocity Hurricane Zone(HVHZ). SIftl *z: A1.15 ip 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 ` ""ter; Engi���t�ir t�seal valid required or a separate site-specific engineering evaluation performed. `��•' ' 6. Aluminum components in contact with steel or embedded in concrete `�`�•••"` S ,•• t��% shall be protected as prescribed in the 2015 Aluminum Design Manual, = �: No. 673 :2 Part 1. 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. •• 5 ATE c � '4 •:"` g g Oma;.•R, t 30@A8'_ • Use of this specification by contractor,et.Al, indemnifies and saves , harmless this engineer for all costs&damages including legal fees& Cht ,��fst �! . ( °,. Rt #67382 apellate fees resulting from deviation from this design. Easy Sd349 G Auth#31124 1200 N Federal Hwy,#200 Boca Raton,FL 33432 Easy Seals.com Page 1 5 l��` Seals CALCULATIONS FOR WALL-MOUNTED SIGNS easyseals.com I ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 130 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 Kzt= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 10 sq ft Tributary area 130 mph - Exp "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER I; aO. HEIGHT (Zone 4) (Zone 5) Y qZ _,t 15 ft 20.6 psf 26.2 psf 0.85 31.2 -1.10 -1.40 20 ft 21.9 psf 27.9 psf 0.90 33.2 -1.10 -1.40 25 ft 22.9 psf 29.2 psf 0.95 34.8 -1.10 -1.40 30 ft 23.8 psf 30.3 psf 0.98 36.1 -1.10 -1.40 35 ft 24.6 psf 31.3 psf 1.01 37.3 -1.10 -1.40 40 ft 25.3 psf 32.2 psf 1.04 38.4 -1.10 -1.40 45 ft 26.0 psf 33.0 psf 1.07 39.3 -1.10 -1.40 50 ft 26.5 psf 33.8 psf 1.09 40.2 -1.10 -1.40 55 ft 27.1 psf 34.5 psf 1.12 41.0 -1.10 -1.40 60 ft 27.6 psf 35.1 psf 1.14 41.8 -1.10 -1.40 70 ft 23.3 psf 46.6 psf 1.17 43.2 -0.90 -1.80 80 ft 24.0 psf 48.0 psf 1.21 44.4 -0.90 -1.80 90 ft 24.6 psf 49.2 psf . 1.24 45.5 -0.90 -1.80 100 ft 25.1 psf 50.3 psf 1.27 46.5 -0.90 -1.80 110 ft 25.6 psf 51.3 psf 1.29 47.5 -0.90 -1.80 120 ft 26.1 psf 52.2 psf 1.32 48.4 -0.90 -1.80 130 ft 26.6 psf 53.1 psf 1.34 49.2 -0.90 -1.80 140 ft 27.0 psf 54.0 psf 1.36 50.0 -0.90 -1.80 150 ft 27.4 psf 54.7 psf 1.38 50.7 -0.90 -1.80 175 ft 28.3 psf 56.6 psf 1.42 52.4 -0.90 -1.80 200 ft 29.1 psf 58.2 psf 1.46 53.9 -0.90 -1.80 250 ft 30.5 psf 61.0 psf 1.53 56.4 -0.90 -1.80 Page 2 4( ) Sears CALCULATIONS FOR WALL-MOUNTED SIGNS easyseals.com Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 30.3 psf Sign type: Channel Letter Sign size: A= 1.0 sqft (per letter, critical) Wall material: Wood CDX or equiv,thickness to match Min Embed Anchor type/size: #14 SMS Ref: APA E830E Fastener Loads for Plywood Min Embedment: 0.5" Min edge dist: 2" Min Spacing: 2" Anchor tensile capacity: Tcap= 112.0 lb (per anchor) Check Anchors for Pullout Total Reaction: Rt= 30 lb ...=P*A (per letter) No. of anchors req'd: n = 0.3 anchors per letter ...=Rt/cap Total anchors required: 1 anchors per letter OK,critical anchor option shown. Limit to min(3) per letter, bal. Ref anchor schedule for other anchor options. Page 3