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2425 Mayport Rd 17-SIGN-3118 sign permit -��41i`Jp7r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC REACH,FL 32233 INSPECTION PHONE LINE 247-5814 SIGN PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 70B INFORMATION: Job ID: 17-SIGN-3118 Sob Type: SIGN PERMIT Description: SIGNS - 2 MONUMENT , CANOPY AND BUILDING Estimated Value: $22,500.00 Issue Date: 2/16/2017 Expiration Date: 8/15/2017 PROPERTY ADDRESS: Address: 2425 MAYPORT RD RE Number: 169398-0000 PROPERTY OWNER: Name: ANDREWS ENTERPRISES INC Address: 1741 CLATTER BRIDGE RD OCALA, FL GENERAL CONTRACTOR INFORMATION: Name: KRG ELECTRIC INC EC13006264 Address: 91 NORWOOD DR #8 MIRAMAR BEACH, FL 32550 Phone: - - PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. See attached Utility Map. All runoff must remain on-site during construction. Full right-of-way restoration, including sod,is required. Any utility cuts in the road must be repaired using COl Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. Any damages to sidewalk must be removed and replaced. Any plan change must be submitted as a Revision to the Building Department. FEES: STATE DCA SURCHARGE $2.89 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Cash Register[ Receipt A Receipt Number City r f Atlantic Beach R1525 DESCRIPTION ACCOUNT CITY PAID PermitTRAK $55.00 17-SIGN-3118 Address: 2425 MAYPORT RD APN: 169398 0000 $55.00 SIGN FINAL 05/10/2017 No $55.00 SIGN FINAL 05/10/2017 M1 45500003221002 0 $55.00 TOTAL • 11 Date Paid:Thursday, May 11, 2017 Paid By: ANDREWS ENTERPRISES INC Cashier: BA Pay Method: CREDIT CARD 3 Printed:Thursday,May 11,2017 10:54 AM 1 of 1 cm OF ATIANnC BEACH - 030 SEtAINOIF RD AT LWnC BEACH R 32233 l0'.S3.16 051111'2017 CREDIT CARD VlSASAIE kp Cad p'Wo=1412 d 3 SEQ p'• 352 Ba C 3 INVOICE 053318 AWOUl Code'. Maxw Eat,K.Ovd• 009 =0 30 Tax InWt o st Code• M Cad Cade'. mug ' CUSTOMER COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Sign Erection $30.00 STATE DBPR SURCHARGE $2.89 PLAN CHECK FEES $81.25 Total Payments: $117.03 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;a. City of Atlantic Beach APPLICATION NUMBER }r Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 Date routed: ( z 7 nr E-mail: building-dept@coab.us City web-site: httpjlM .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z4 Z5 Iy WFW7 ment review re uired Yes No K RG C l_�, n &Zonin Applicant: ` c dministrator NEto SIGNWo Project: Utilities aservices Review fee $ Dept Signature ss� Review orReceipt Date Other Agency Review or Permit Required of Permit Verified B 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: XApproved. ❑Denied. (Circle one.) Comments: BUILDING P � PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building DepfanmPen[.) A 800 Seminole Road :1 Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 Date routed: � Z 7 ) .F.'y E-mail: building-dept@wab.us UaIU City wetrsite: http://wwv+.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z4 Z5 I V &�PO Y t De artment review re uired Yes No ;� Buildin K R IS � -E.-T V LL e nin &Zonin Applicant: Tree Administrator Project: K) EcJ S CG N S u lic Wor s 1 u lic Utill , Public Safety Fire Services MBI MHOtelsand gency Review or Permit Required of ept.of Environmental Protection ept.of Transportation River Water Management District rps of Engineers of Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Z I TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P IC WORDS Comments: B�LIC UTILI/TAE'S) PUBLICZSAFEYY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department Qo be assigned by the Building Departm(e�m.) r 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-deptacoab.us C e roused: z tis Cityweb-site: http://wvm.coab.us APPLICATION REVIEW AND TRA KING FORM Property Address: Z.4Z5 I V VU20Pr � De artment review re uired Yes No /� Buildin KRIS C(—E- T V, L C nnin &Zonin Applicant: Tree Administrator K)Er tW J tG 1 V S u lic Wo s Project: u lic U il" Public Safety Fire Services pept;3ignaty ,r,M Review or Receipt Date WFIoddalDeptofTransportation gency Review or Permit Required of Permit Verified B ept.of Environmental Protection ept of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS N Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING •S /'��' W PLANNING &ZONING Reviewed by: Dal TREE ADMIN. Second Review: []Approved as revised. ❑D led. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revisal ssnaos f ?S�arr City of Atlantic Beach UMBERBuilding Department E=fl ing Depanment.)Son Seminole Road -3 8Atlantic Beach,Florida 32233-5445 Phone(904)247-5626 � Fax(964)247-5845 nrt v E-mail: building-dept@wabms City web-site: http://www.wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z4 ZS Iy �14t!�O Y De artment review re uired Ye No Buildin C_ T L C nnin &Zonin Applicant: Tree Administrator N E w S LG jy S u lic Wor s Project: ublic Utili i Public Safety Fire Services R Other Agency Review or Permit Required Review or eceipt Dateof Permh Verifled B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING&ZONING Reviewed by: `N Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 =-2 avN+ BUILDING PERMIT APPLICATION :w r+p 201usl ,p+9 CITY OF ATLANTIC BEACH :Augmv.r. 800 Seminole Road,Atlantic Beach,FL 32233zry,y>f'./ P ,se„^„ °d„p„9„ Office(904)247-5826 Fax(904)247-5845 Job Address: 2425 Mavnort Rd Atlantic Beach FL 32233 1 '-SIGN - --�>I ( t> Legal Description: 08-2S-29E 2.28,PT GOVT LOT 2 RECD O/R 96774-618 Parcel# 08-2S-29E 2.28 w Floor Area of Sq.Ft. Sq. Valuation of Work$ Z'l !r1 J Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposedstructures) ([aide one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A OFFICE COPY Florida Product Approval# For multiple products use pr uct approve orm Describe in detail the type of work to be performed: I AtSTg I I 'Z wt LK wi ce r s t;H r I B el'i TI I cef tui -e S t3ti d 1 Nc,.J =I I 12 Property Owner Information: Name: Andrews Enterprises,Inc 1741 Clatter Bridge Rd City Ocala State FL_Zip 34471 Phone E-Mail or Fax#(Optional) Contractor Information: Company Name:KRG Electric,Inc Qualifying Agent: KurtGillett Address: 91 Norwood Dr 8 City Miramar Beach—State FL_Zip 32550 Office Phone 850-543-9217 Job Site/Contact Number 850-543-9217 Fax# State Certification/Registration# EC13006264 Architect Name&Phone# Engineer's Name&Phone# L K 'PPP' 37/ - 311-7 Fee Simple Title Holder Name d Address: Andrews nterprises,Inc, 1741 Clatter anBridge Rd,Ocala,FL 34471 Bonding Company Name and Address ^/j^ Mortgage Lender Name and Address i✓�i. Application is hereby made to obtain a permit to do the work and installations ns indicated I certify that no work ar installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards ofall laws regulating construction in this jurisdiction. This permit becomes null and void efwork is not commenced within six(6)month,,or ifconstruction or work is suspemled or abandowaijbr apenod ofsix/6)months at any lime a er work iscommenced. I understand that separate permits most be secured for Elecdca/Work,Plumbing,Signs, Wens,Pools, pLmaces,Balers,Heders, Tanks and Air Conditioners,etc 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. I hereby cert that have read and examined this plication and know the same to be true andcorrect. All provisions of laws and ordinances governing this type o/work will be complied with whether specs ied herein or not. The growing of a permit does notpresume to give authority to violate or cancel the provisions ofany other federal.state,or local law regulating construction or the performance ofconstructiaa Signature of Owner Signature ofContraacctolrl� PrintName ..-13L�.LPd.I--..__........_......._..._._.._....- Print Name .._........U[.L...` ..... Sworn to and subsc ' fore me _ Sworn and subseri ed before me this�Day 20 Day of 0 ,� l AQ ublicNsifit"PNotai5,Tubfic OFFICE COPY SIG Letter of Transmittal PERM ITS Date: I - ZS - / 7 Ta.. .!y C_. From: .. - I�fNN/ Ks d7G✓Ir ✓n�5— LaH6 FfbO SEnn � w-(6 /w Email: Renee@Si¢nPermitsPlus.com 941-518-4342 3a0-3Or: Lance@SienPermitsP(us.com -3 941-219-9062 1 /EGSr �/ KU tN c- 1r, sr'u dgcx — c -f Crw, l c- 54" K . L r rpt I F / (J y / wGwLl � r J J W� JAN 2 6 2017 5329 Ray Drive, Weeki Wachee, FL 34607 OFFICE COPY 119 Property Owner Authorization Form for Sign permit Applications I, Edward F. Giunta, II, Assistant Secretary, Circle K Stores Inc. property owner or agent of property addressed at; Circle K Stores, Inc- 1401 2425 Mayport Road Atlantic Beach,FL 32233 do hereby give permission Blair Companies or its agent to erect a sign at the above location. Edward F. Giunta, II Property Folio # 169398-0000 Circle K Stores Inc. Its: Assistant Secretary Date !Q lz l s gnature f Prop ner or Agent 12911 N Telecom Parkway Tampa, Florida 33637 (813) 910-6800 �LTa73E2 This instrument was acknowledged before me this A:�-da of septembim, 2015 Notay Public (Signature) Neamer o AppeWetAA Heather Dawn Appelbaum NOTARY PUBLIC STATE OF FLORIDA Notary Public Name Printed C,n,M FF88B318 E10h888110=" Personally Known-X_ Produced Identification Type: OFFICE COPY BLAIR COMPANIES AACUTECTURAL IMAOIND SIGNS • fIXTUUEB . LIOMTING December 5, 2016 To Whom It May Concern: Blair Companies headquartered at 5107 Kissell Avenue,Altoona, PA authorizes KRG Electric and Kurt Gillett on behalf of KRG Electric to act as our agent in the state of Fl.to pull sign permits as required and install signs. If you have any questions or concerns please contact me at 865-599-2879 or Melinda Beach at 814-329-8080. Sincerely, Gary S. Patterson Director of Project Management Blair Companies State of Tennessee County of Knox Subscribed before me on this 5th day of December,2016 by Gary S.Patterson,who is personally known and who did not otake an oath. ) y Notary Signature:kAU 11 UA 1 Notary Seal: z s ��•'�1� a. y r., .. 244112444n 2440 40- .. 244;4 2404 +k• 2403 naa3 2444' - 244A• '- �.. 2444- — r 2"SEWER FORCE AMAIN ' 244 2A4p ,� f 1 > aa0 24402440 24402440 o 24402440 - 5 2 i 1 8" SEWER FORCE MAIN � " A •" f ... 24" EFFLUENT LINE ACIr ' B, 8" PVC WATER MAIN. NOT SURE OF EXACT LOCATION. FLEET LANDING BV ASSISI LA 0 rn a� 0 u i r 2405r r T Gp G � yE T ,.I �4 OFFICE COPY i BLAIR COMPANIES P C N:IECTIPAL SIGNS mxvVES - '_:GHT:N3 5107 g88ell Avenue - Altoona PA 18801 P' 814.8488287 - T'. 814.848.8283 NEC2014 Standard To Whom It May Concern: The title blocks used were out of date and depicted manufacturing to the NEC2008 standard. The purpose of this letter is to inform you that Blair Companies designs and manufactures electronic signs to the NEC2014 standard. New title blocks will be used moving forward which depict the NEC2014 standard. ZV Sincerely, Vince lapalucci Vice President of Engineering BLAIR COMPANIES ALTOONA I PHILADELPHIA I TAMPA I KNOXVILLE I CHICAGO I DALLAS I LOS ANGELES I SHENZHEN �/ �gsQj\\\\\ BFL9t3d ePlsq ZFOfEIiItiWN e�O ILIe%lu WM15SLyJ• 560=9SP=VO'RH- J.banassatlq�yJw OL�1=A' u$$ 'y`�lP�•• �• ��'• eb�elPPSD OOZE'NnH I¢saPafNWZL :aPeifi Rubls 6ulWgsaaY%p5 mu Y5l=l4blaN SIS• fil'z$06 �S ' •H rn m� p' J= fi g a � s t Z Z3 �a ° e � C� ggyygs "p q_ gg�gggg spp ��$ O g'g - re �E ba iE Egos Z O YF O omEoz 4 a z v - a w -9 € CL O ?Y $ LL i s 0 F s mai ~ CJ V' U 20 m aQ LUOa ¢ i U. U- 0 m a� W w $ IL F �� D ui ,g Z O i_ ss LU E = sad < s $ O kP o U Q Ee ¢I N N cc Y IL ! ��+ , _&__ ) .� ) .§ [ 0:ZE ! § \ / OFFICE COP § � 4 h ■ � | � / ■ ) 9 ' --T : \ § § ) ( | � _ ■ § § | § -T 6 § \ !§ \ , Mill ) , § ) \> !�! � @ � \ � � r Easy Seals easyseals.com OFFICE COPY DESIGN CALCULATIONS FOR CIRCLE K #2721401 Sign Type: Monument 2424 Mayport Rd—Atlantic Beach 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,except where noted otherwise. 3. These engineering calculations pertain only to the structural integrity of Ind": those systems,components,and/or other construction explicitly Pg 1 Cover specified herein and/or in accompanying engineering drawings. The existing host structure(if any)is assumed to be in good condition, Pg2 Wind Loads capable of supporting the loaded system,subject to building department Pg 3 Footing Design approval.No warranty,either expressed or Implied,is contained herein. Pg 4-5 Primary Supports) 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. uny, S. Where site conditions deviate from those noted herein,revisions may be Engi�.,��q*`Nonliq seal valid required or a separate site-specific engineering evaluation performed. 'I�gge �� 6. Aluminum components in contact with steel or embedded in concrete (Z�' < shall be protected as prescribed in the 2010 Aluminum Design Manual, No.6 3 Part 1-A. Steel components in contact with,but not encased in,concrete shall be coated,painted,or otherwise protected against corrosion. ''6•; pTE OF 7. Engineer seal affixed hereto validates structural design as shown only. ••,.e an 2 Use of this specification by contractor,et.AI,indemnifies and saves C• #67382 harmless this engineer for all costs&damages including legal fees& Eny4a onolloto Fooc r Ilona frnm ri v ntinn frnm thk doaion Onraa Auth k 31124 1200 N Federal Hwy,#200 Easy Seals.rnm Page 1 bow Raton,FL 33432 EasySeals CALCULATIONS FOR FREESTANDING SIGNS ASCE 7-10 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS(AT GRADE) OFFICE COPY Building Specs V= 120 mph ousic windspeed Risk Category 1 Structure Exposure C ASD Load Combo Coeff: 0.6 Calculations 0= 9.5 3-sec gust speed power law exponent Kit= 0.85 Directionaliryfactor zs= goo, Nominal ht of atmos.boundary layer Kzt= 1.0 Topographicfactor G= 0.85 Cf= 1.55 Force Coefficient ...Width/Height ratio >_0.5 120 mph - Exp"C" Monuments at grade W/Ht Ratio 5 0.5 DESIGN SIGN WIND HEIGHT PRESSURES Y q, 15 ft t 21.0 psf 0.85 16.0 18ft ± 21.8 psf 0.88 16.6 20 It t 22.3 psf 0.90 17.0 30 h t 24.3 psf 0.98 18.5 35 ft t 25.1 psf 1.01 19.1 40 ft 3 25.8 psf 1.04 19.6 45 ft * 26.5 psf 1.07 20.1 50 It t 27.1 psf 1.09 20.6 55 It t 27.6 psf 1.12 21.0 60 ft t 28.2 psf 1.14 21.4 70 ft ± 29.1 psf 1.17 22.1 80 i t t 29.9 psf 1.21 22.7 Soft S 30.7 psf 1.24 23.3 100 ft t 31.3 psf 1.27 23.8 110 ft t 32.0 psf 1.29 24.3 120 It t 32.6 psf 1.32 24.7 130 It t 33.1 psf 1.34 25.1 140 ft t 33.7 psf 1.36 25.5 150 ft 34.1 psf 1.38 25.9 175 h t 35.3 psf 1.42 26.8 200 ft t 36.3 psf 1.46 27.5 250 ft t 38.0 psf 1.53 28.9 Page 2 EasySeals CALCULATIONS FOR FREESTANDING SIGNS Footing Design for Freestanding Signs and Flagpoles Structure Dimensions & Loading UFFICE COPY Design wind pressure: P= 21.0 psf Overturning Safety Factor: D= 1.5 ._FBc 1807.2.3 Sign area l: A1= 66.6 sq it ...tributary area l for each footer(e.g.sign) Height of applied force above grade: h1= 4.0 ft ...height of area 1 centroid Sign area 2: A2= 0.0 sq it ...tributary area 2 for each footer(e.g.post) Height of applied force above grade: h2= 0.0 it ...height of area 2 centroid Overturning Moment: Mn= P*(AI*hl+A2*h2) Mn= 5.6 kip-ft Round Footing Diameter: B= 2.5 it Footing depth: d= 5 it Soil cover: ds= 0 it Superstructure weight: Dr= 200 Ib Soil cover weight: Ds= 0 Ib ...=loopd*n*BA2/4*ds Footing weight: Df= 3682 Ib ...=15opcf*n*BA2/4*d Total weight: D= 3882 Ib ...=or+os+of Soil Strength FBC Tables 1806.2,1819.6 Soil class: 4.Sand,silty sand,silty gravel Lateral bearing strength: Plat= 150 psf/ft Vertical bearing strength: Pbrg= 2000 psf Check Lateral Soil Bearing Pressures (Empirical Method) ...FBcsed1807.3.2.1 Unconstrained (No rigicifloor orpovement at ground surface) Allowable lateral soil bearing pressure at 1/3 depth: S1= 2*Plat* (d+ds)/3 S1= 500 psf Total applied lateral load: Ptot= 1.40 kips Equiv ht of applied load: heq= 4.00 ft As= 2.34*Ptot/(SI*B) As= 2.6 ft dreq= As/2* 11+J(1+4.36*heq/As)I dreq= 4.94 ft dreq<d OK Page 3 EasySeals CALCULATIONS FOR FREESTANDING SIGNS Hollow Structural Rectangular Tubing in Bending Allowable Stress Design per 2010AISC Spec for Structural Steel Buildings -ICE COPY 3 Material Properties Yield Stress,A500 Grd B Steel: Fy= 46 ksi Safety Factor= 1.67 Per Section B3.4 Modulus of Elasticity: E= 29000 ksi Member Properties Flange: b= 6 in Moment of Inertia: Ix= 36.2 in Flange Thickness: tf= 5/16" = 0.291" Section Modulus: 5= 12.1 in Web: d= 6 in Deflection Limit: Defl= L/80 Web Thickness: tw= 5/16" = 0.291" Support type: Cantilever Design wind pressure: P= 21.0 psf Sign area 1: A1= 66.6 sq ft ...tributary area 1 for each post(e.g.sign) Eccentricity of applied force: el= 4.0 ft ...distance to area 1 centroid Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each post(e.g.post) Eccentricity of applied force: e2= 0.0 ft ...distance to area 2 centroid Unbraced Length: Lc= 4.0 It Check for Limiting Width-Thickness Ratios (Compact/Noncompact,per Table 84.1) Flanges Webs b/t= 18.6 =(b-2*t2)/t1 d/t= 18.6 =(d-2*n)/t2 1.12*J(E/Fy)= 28.1 Flange Compact Limit 2.42*J(E/Fy)= 60.8 Web Compact Limit 1.40*J(E/Fy)= 35.2 Flange Non[ompact Limit 5.70*J(E/Fy)= 143.1 Web Noncompact Limit Flanges are compact Webs are compact (1):Yielding Limit State This criteria applies to all members,compact and noncompact Mn= Fy*S Mallow= Mn/1.67 Mn= 555.1 kip-in Mallow= 332.4 kip-in (2):Flange Local Buckling Limit State This criteria applies to sections with noncompact flanges Mn= Mp-(Mp-Fy*S)(3.57*b/tf*J(Fy/E)-4.0) Mn= 555.1 kip-in Mallow= N/A This criteria applies to sections with slender flanges be= 1.92*tf*J(E/Fy)*(1-0.38/(b/tf)*J(E/Fy)I be= 6.00 in Effective width of compression flange Seff= 12.1 in Effective section modulus(use be) Mn= Fy*Sell Mn= 555.1 kip-in Mallow= N/A Page 4 eEasySeals CALCULATIONS FOR FREESTANDING SIGNS (3):Web Local Buckling Limit State OFFICE COPY This criteria applies to sections with noncompact webs Mn= Mp-(Mp-Fy*S)(0.305*h/tw*J(Fy/E)-0.738) Mn= 555.1 kip-in Mallow= N/A Check Member Bending Allowable Moment: Mn= 332.4 kip-in Minimum of Mallow values above Moment in member: Mmax= P*(Al*el+A2*e2) Mmax= 67.3 kip-in Mmax<Min ... OK Check Member Deflection: Allowable Deflection: kM.= 0.60 in I./8o Deflection in member: Am,.= P*(A3*e1A3+A2*e2A3)/(3*E*I) Ams,= 0.05 in 4max<4allow ... OK Page 5 4W pLaJ FI If-ILF9BB-I Pd S'@f F�SewZ' 9'O=JWJPauI OStl' am1w152 A�oWleJzsiN' % • g; Eafll IBfL9I3deP1•li 2EOEf ld'NmeO ez°B Y�e'R s:lauo2 SBO�'S80-PM'01�}• J.aimotlaU Zl=V ,. el°eMN�D OOif'L+W RyWiN WLI :WIPG4e@eWauWwmleM —U0f=1461aH eN15' 'SE@6ia1WWRi5ZZD$@ ey N •dt 1'�� °� � - ml a �f w FE k V% Q b0 (7 ' it L� O a z Uot o W a co U w so li 'o LL o,� � ox O as €_ >w5 f�. JaLL •� LU b[a WNO F[ S >e a IL z •a W k. U $' I \E sa Vz $ 0 VNdNG BLVD. ^' me _ sfr IL LU 2 F N $ 39 p o 0 IL a a z u Al 0 Easy Seals easysealscom OFFICE COPY DESIGN CALCULATIONS FOR CIRCLE K #2721401 Sian Type: Cabinet on Canopy 2425 Mayport Rd—Atlantic Beach 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 P9 wind leads 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 confoml to manufacturer's or industry specifications as summarized herein. n orp 5. Where site conditions deviate from those noted herein,revisions may be Engi ��Tr Qseal valid required or a separate site-specific engineering evaluation performed. }itis 6. Aluminum components in contact with steel or embedded in concrete V?• •No. I. •�� shall be protected as prescribed in the 2010 Aluminum Design Manual, Part 1. Steel components in contact with,but not encased in,concrete shall be coated,painted,or otherwise protected against corrosion. •�•• 5 TE 46 7. Engineer seal affixed hereto validates structural design as shown only. j0,�;.• �: Use of this specification by contractor,et.Al,indemnifies and saves Ch �jif N 67382 harmless this engineer for all costs&damages including legal fees& Easy 5�349r,,,,rr �Auth x 31124 anvllmo foot roadtinv Rem dm,iefinn from f6ic dation 1200 N Federal Hwy,#200 Acca naton,H.33432 EQs7 .SeOt,l .tom Page I ' EasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS ASCE 7-10 Design Wind Loads OFFICE COPY 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 KA= 0.85 Directionalityfactor Zx= 900' Nominal ht. of atmos. boundary layer Kzt= 1.0 Topographic factor Gcp1= 0 Internal pressure coeff A= 10 sq ft Tributary area 130 mph - Exp "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER HEIGHT (Zone 4) t (Zone S) Y x % 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 Soft 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 it 27.0 psf 54.0 psf 1.36 50.0 -0.90 -1.80 150 it 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 6!11!Lj 1.53 56.4 -0.90 -1.80 Page 2 ' O lEasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS Wall Sign Anchor Design OFFICE COPY Structure Dimensions & Loading Design wind pressure: P= 30.3 psf Sign type: Cabinet Sign size: A= 48.0 sqft (entire cabinet) Wall material: Metal Steel studs or extrusions/shapes Anchor type/size: 810 SMS Ref: Min 18ga studs(grd 33)or 0.090"6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap= 115.8 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt= 1456 Ib ...=P-A (entire cabinet) No.of anchors req'd: n= 12.6 total anchors ...-Rt/cap Total anchors required: 13 total anchors balanced over cabinet OK, use(14)810 SMS to metal fascia. Page 3 BLAIR COMPANIES ARCMTECT'u RAL IMA6iN0 SIONS FrX-LRES - LICNCiN3 6107 Ks ell Avenue - Album PA 16e01 p. 814.848.8287 - p. 81484882&3 NEC2014 Standard To Whom It May Concern: The title blocks used were out of date and depicted manufacturing to the NEC2008 standard. The purpose of this letter is to inform you that Blair Companies designs and manufactures electronic signs to the NEC2014 standard. New title blocks will be used moving forward which depict the NEC2014 standard. OS A 6 nec Sincerely, Vince lapalucci Vice President of Engineering BLAIR COMPANIES ALTOONA I PHILADELPHIA i TAMPA I KNOXVILLE I CHICAGO I DALLAS I LOS ANGELES I SHENZHEN A ¥ f AA_ ® . ± � # #| ? . \ § . \ \ t \ § � ` q - ) k ` § y ] 2 � ) � � ) � « £ ) a\ z _ § � m � .�.z � \ 0 u ! ] $ . / IL � . . � � ~LU \ $ �. ^ � ! ` \ 2 . ® � ■ , ® � _ _ \ ) � ■ � l � � . r � � . � � � . | ,. LU , | | ! § ) - z � 463 ,( )y__, §\- ]§ 0 � � § § ; < # � Ht W W ) . ) IL � � ! \ ■ � � § | ) _ # ° . i / § \ � \ / i |! . . / � � f � { � , ) �] � � EasySeals easyseals.com DESIGN CALCULATIONS FOR CIRCLE K #2721401 Sian Type: Monument 2424 Mayport Rd—Atlantic Beach GENERAL NOTES: 1. Design is in accordance with the Florida Building Code Sth 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,except where noted otherwise. 3. These engineering calculations pertain only to the structural integrity of Index: those systems,components,and/or other construction explicitly Pg 1 Cover specified herein and/or in accompanying engineering drawings. The existing host structure(If any)is assumed to be in good condition, Pg 2 Wind Loads capable of supporting the loaded system,subject to building department Pg3 Footing Design approval.No warranty,either expressed or implied,is contained herein. Pg 4-5 Primary Support(s) 4. System components shall be as noted herein. All references to named components and installation shall conform to manufacturer's or industry specifications as summarized herein. S. Where site conditions deviate from those noted herein,revisions may be Engi i*"tkl;4dseal valid required or a separate site-specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete �(,xr•• ,r shall be protected as prescribed in the 2010 Aluminum Design Manual, _ No. 67 Part 1-A. Steel components in contact with,but not encased in,concrete = *; * 4, shall be coated,painted,or otherwise protected against corrosion. '•�' S ATE O 46 7. Engineer seal affixed hereto validates structural design as shown only. '�D,f:•• Use of this specification by contractor,et.Al,indemnifies and saves ChrSsj� x 67362 harmless this engineer for all costs&damages including legal fees& Easy$eAlv, Ruth M 31124 annllafn f--Ifinn frnm dm,iafinn fmm thk d—i- 1200 N Fetl ral Hwy,a20D f� Boca Raton,FL33432 L Seals... Page 1 EasySea(s CALCULATIONS FOR FREESTANDING SIGNS ASCE 7-10 Design Wind Loads FREESTANDING SOLID SIGNS AND WALLS (AT GRADE) Building Specs V= 120mph Bosicwindspeed Risk Category l Structure Exposure C ASD Load Combo Coeff: 0.6 Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionalityfoctor zs= 900' Nominal ht.of atmos. boundary layer Kzt= 1.0 Topographicfactor G= 0.85 Cf= 1.55 Force coefficient ...Width/Height ratio >_0.5 120 mph - Exp"C" Monuments at grade W/Ht Ratio 10.5 DESIGN SIGN WIND HEIGHT PRESSURES x q, 15 ft t 21.0 psf 0.85 16.0 18 ft t 21.8 psf 0.88 16.6 20 it t 22.3 psf 0.90 17.0 30 ft + 24.3 psf 0.98 18.5 35 ft t 25.1 psf 1.01 19.1 40 ft + 25.8 psf 1.04 19.6 45 ft t 26.5 psf 1.07 20.1 50 ft ± 27.1 psf 1.09 20.6 55 ft t 27.6 psf 1.12 21.0 60 it ± 28.2 psf 1.14 21.4 70 it t 29.1 psf 1.17 22.1 80 ft • 29.9 psf 1.21 22.7 90 ft t 30.7 psf 1.24 23.3 100 ft * 31.3 psf 1.27 23.8 110 It t 32.0 psf 1.29 24.3 120 It t 32.6 psf 1.32 24.7 130 ft t 33.1 psf 1.34 25.1 140 ftt 33.7 psf 1.36 25.5 150 ft 34.1 psf 1.38 25.9 175 It 35.3 psf 1.42 26.8 200 it 3 36.3 psf 1.46 27.5 250 ft t 38.0 psf 1.53 28.9 Page 2 EasySeals CALCULATIONS FOR FREESTANDING SIGNS Footing Design for Freestanding Signs and Flagpoles Structure Dimensions & Loading Design wind pressure: P= 21.0 lost Overturning Safety Factor: D= 1.5 _.FBc 1807.2.3 Sign area 1: A1= 66.6 sq ft ...tributary area 1 for each footer(e.g.sign) Height of applied force above grade: h1= 4.0 ft ...height of area 1 cerrtroid Sign area 2: A2= 0.0 sq ft ...tributary area 2 for each footer(e.g.post) Height of applied force above grade: h2= 0.0 ft ...height of area 2 centroid Overturning Moment: Mn= P*(Al*hl+A2*h2) Mn= 5.6 kip-ft Round Footing Diameter: B= 2.5 ft Footing depth: d= 5 R Soil cover: ds= 0 ft Superstructure weight: Dr= 200 Ib Soil cover weight: Ds= 0 Ib ...=100pcf*n*BA2/4*ds Footing weight: Df= 3682 Ib ...=150pd*n*BA2/4*d Total weight: D= 3882 Ib ...=Dr.Ds+Df Soil Strength ...FBC Tabie51806.2,1819.6 Soil class: 4.Sand,silty sand,silty gravel Lateral bearing strength: Plat= 150 psf/ft Vertical bearing strength: Pbrg= 2000 psf Check Lateral Soil Bearing Pressures (Empirical Method) ...FBCsectlBDl.3.2.1 Unconstrained (No rigidffoor or pavement at ground surface) Allowable lateral soil bearing pressure at 1/3 depth: S1= 2-Plat* (d+ds)/3 S1= 500 psf Total applied lateral load: Not= 1.40 kips Equiv ht of applied load: heq= 4.00 ft As= 2.34*Plot/(Sl*B) As= 2.6 ft dreq = As/2 * [1+V(1+4.36*heq/As)] dreq = 4.94 ft dreq<d OR Page 3 EasySeaaLs CALCULATIONS FOR FREESTANDING SIGNS Hollow Structural Rectangular Tubing in [lending Allowable Stress Design per 2010 AISC Spec for Structural Steel Buildings Material Properties Yield Stress,A500 Gird B Steel: Fy= 46 its! Safety Factor= 1.67 Per section B3.4 Modulus of Elasticity: E= 29000 ksi Member Properties Flange: b= 6 in Moment of Inertia: Ix= 36.2 in Flange Thickness: tf= 5/16" = 0.291" Section Modulus: S= 12.1 ins Web: d= 6 in Deflection Limit: Dell= L/80 Web Thickness: tw= 5/16" = 0.291" Support type: Cantilever Design wind pressure: P= 21.0 psf Sign area 1: A1= 66.6 sq ft ...tributary area 1 for each post(e.g.sign) Eccentricity of applied force: e1= 4.0 ft ...distance to area 1 centroid Sign area 2: A2= 0.0 sq ft _.tributary area 2 for each post(e.g.post) Eccentricity of applied force: e2= 0.0 ft ...distance to area 2 centroid Unbraced Length: Lc= 4.0 ft Check for Limiting Width-Thickness Ratios (Compact/Noncompact,perTable 84.1) Flanges Webs b/t= 18.6 =(b-2"t2)/t1 d/t= 18.6 =(d-2'tl)/t2 1.12-V(E/Fy)= 28.1 Flange compact Limit 2.42•J(E/Fy)= 60.8 Web compact Limit 1.404J(E/Fy)= 35.2 Flange Noncompact Limit 5.70•y(E/Fy)= 143.1 Web Noncompact Limit Flanges are compact Webs are compact (1):Yielding Limit State This criteria applies to all members,compact and noncompact Mn= FY'S Mallow= Mn/1.67 Mn= 555.1 kip-in Mallow= 332.4 kip-in (2):Flange Local Buckling Limit State This criteria applies to sections with noncompact flanges Mn= Mp-(Mp-FyS)(3.57*b/tf'J(Fy/E)-4.0) Mn= 555.1 kip-in Mallow= N/A This criteria applies to sections with slender flanges be= 1.92•tf4J(E/Fy)'[5-0.38/(b/tf)•J(E/Fy)] be= 6.00 In Effective width of compression flange Seff= 12.1 Ina Effective section modulus(use be) Mn= Fy'Seff Mn= 555.1 kip-in Mallow= N/A Page 4 QEasySeals CALCULATIONS FOR FREESTANDING SIGNS (3):Web Local Buckling Limit State This criteria applies to sections with noncompact webs Mn= Mp-(Mp-Fy*S)(0.305*h/tw*J(Fy/E)-0.738) Mn= 555.1 kip-in Mallow= N/A Check Member Bending Allowable Moment: Mn= 332.4 kip-in Minimum of Mallow values above Moment in member: Mmax= P*(AS*el+A2*e2) Mmax= 67.3 kip-in Mmax< Mn ... OK Check Member Deflection: Allowable Deflection: 4,iivw= 0.60 in L/80 Deflection in member: Am,,,= P*(A1*e1-3+A2*e2^3)/(3*E*I) 4m*.= 0.05 in Amax<pallow ... OK Page 5 y 411W N>'aJ FllE-l[E908-1 Vdgr E4 S:..Z YO=WaJ W°IGStl• anllnllSL•GUBalO4H4' a_y \\ MIN3d aW%1 ZEVEE if">DMe 9 IldgfLF�6auoZ: 54�9'S4d=PM•B"1=W: J.ans°dx3•Vdw 0E1 N' � f E3 * uXpry4J OOLX'N^H IF+aWj NWrt .Wwgp4sluauM—IlWd —NM=145pH-BIS• SEYOfE�bTZDSp W sE � C7 xa' F � H W N K SQ z 6 or= k LLI IL Q 21 1$ W R p e Vz IM 3 9g Q ET IANDING BLVD. q� z ac d - • {£4 5 ,^ V IU) 8 V gFp< � � • B [� LLI Na F All p 0 O� 2o E$ e O x 8A a W EasySeals •• easyseals.com DESIGN CALCULATIONS FOR CIRCLE K #2721401 Sign Type: Cabinet on Canopy 2425 Mayport Rd—Atlantic Beach 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 [over capable of supporting the loaded system,subject to building department Pg2 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. umq 5. Where site conditions deviate from those noted herein,revisions may be Engi � *�r�� 9 seal valid required or a separate site-spedfic engineering evaluation performed. `F� fl re 6. Aluminum components In contact with steel or embedded in concrete S(,r�:'• :�< shall be protected as prescribed in the 2010 Aluminum Design Manual, No.6738 Part 1. Steel components in contact with,but not encased in,concrete * * •' shall be coated,painted,or otherwise protected against corrosion. �; 5 ;14 ATE OF •�41 7. Engineer seal affixed hereto validates structural design as shown only. D,c:•,F' 2 4. Use of this specification by contractor,et.Al,indemnifies and saves Chrfstr y� sq{#67382 harmless this engineer for all costs&damages Including legal fees& Easy SeSk1 Auth It 31124 anounta foot ratuxinu frnm dovintinn frnm Chic dation 1200 N Federal Hwy,x200 EOS .Seals.com Page 1 6 Raton,FL 33432 CEasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 130mph Rasicwindspeed ASD Load Combo Coeff: 0.6 Exposure C Calculations a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor xs=900' Nominal ht. of atmos.boundary layer Kit= 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 n n HEIGHT (Zone 4) (Zone 5) x 15 It 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 It 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 It 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 It 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 It 28.3 psf : 56.6 psf 1.42 52.4 -0.90 -1.80 200 It 29.1 psf 58.2 psf 1.46 53.9 -0.90 -1.80 250 ft 30.5 psf 61.0 psf 1 1.53 56.4 -0.90 -1.80 Page 2 Easy Sea Is CALCULATIONS FOR WALL-MOUNTED SIGNS Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 30.3 psf Sign type: Cabinet Sign size: A= 48.0 sqft (entire cabinet) Wall material: Metal Steel studs or extrusions/shapes Anchor type/size: #10 SMS Ref: Min 18ga studs(grd 33)or 0.090"6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap= 115.8 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt= 1456 Ib ...=P'A (entire cabinet) No.of anchors req'd: n= 12.6 total anchors ...=Rt/cap Total anchors required: 13 total anchors balanced over cabinet OK,use(14)#10 SMS to metal fascia. Page 3 I 4>^tll°YaJ Fl lf-ILf9W-1 pll Yp6i�f au^Z• 9b=Ya^J PF91(ISV• an1Z1195Z�AalaJMaN• �'S �Qf bffFFllllll L9fL963d epWlf LFOFf If'NWa11�B Rd PfZ i�bawL• S80�J'feU=PM b'1=YM• J.umohf•ylw 0E1=A• ii."J�1`( * W •faWr1�11fMID OOLf•AxH WaWf NCOLI :OupgelJggwuoEum FM FFW YOE-WAIMI u615• Y;GY61GflilblZDSY P EEE _ FE = W xa s cgY 5E -- H h Z °O 19 oa . _ N I--•ub—��i � ` — ` 8 y a I� S? a i F� €B Ez Udz H LLI o� IL Z � 0 Q aa_ LU Q e� N a E ,s G eEf lufoxfcKW. � m� Z S • 24 ,g �€ W € ? 8 % y g g IL " • � s Em d �� w ? w o Easy Seats easyseals.DESIGN CALCULATIONS FOR CIRCLE K #27211401 Sign Type: Cabinet on Building 2425 Mayport Rd—Atlantic Beach GENERAL NOTES: 1. Design is in accordance with the Florida Building Lode 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 Pg 1 Cover existing host structure(if any)is assumed to be in good condition, capable of supporting the loaded system,subject to building department Pg 2 Wind leads 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 Engi lE d se I valid required or a separate site-specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concrete („f;• '•<: shall be protected as prescribed in the 2010 Aluminum Design Manual, _ No. 6 82 Part 1. Steel components in contact with,but not encased In,concrete *' shall be coated,painted,or otherwise protected against corrosion. ''d TATE 4 7. Engineer seal affixed hereto validates structural design as shown only. °90 ,c an Use of this specification by contractor,et.Al,Indemnifies and saves Ch sltf#67382 harmless this engineer for all costs&damages including legal fees& Easy Auth x31124 anellmo fcnc raulFine bnm duvbFinn from Chic docion 1200 N Federal Hwy,x200 Easy Seals.cam Page 1 Soca Baton,FL 33432 'Q EasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS 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 low exponent Kd= 0.85 Directionalityfoctor Zs= 900' Nominal ht.of atmos.boundary layer Kzt= 1.0 Topogmphlc factor Gcpi= 0 Internal pressure coeff A= 10 sq It Tributary area 130 mph - Exp"C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER n a n HEIGHT (Zone 4) (Zone 5) x x % 15 it 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 it 24.6 psf 31.3 psf 1.01 37.3 -1.10 -1.40 40 it 25.3 psf 32.2 psf 1.04 38.4 -1.10 -1.40 45 it 26.0 psf 33.0 psf 1.07 39.3 -1.10 -1.40 50 it 26.5 psf 33.8 psf 1.09 40.2 -1.10 -1.40 55 it H psf 34.5 psf 1.12 41.0 -1.10 -1.40 60 k psf 35.1 psf 1.14 41.8 -1.10 -1.40 70 ft psf 46.6 psf 1.17 43.2 -0.90 -1.80 80 k psf 48.0 psf 1.21 44.4 -0.90 -1.80 90 ft psf 49.2 psf 1.24 45.5 -0.90 -1.80 100 k psf 50.3 psf 1.27 46.5 -0.90 -1.80 110 k psf 51.3 psf 1.29 47.5 -0.90 -1.80 120 k psf 52.2 psf 1.32 48.4 -0.90 -1.80 130 k psf 53.1 psf 1.34 49.2 -0.90 -1.80 140 k psf 54.0 psf 1.36 50.0 -0.90 -1.80 150 ff psf 54.7 psf 1.38 50.7 -0.90 -1.80 175 k psf 56.6 psf 1.42 52.4 -0.90 -1.80 200 ft psf 58.2 psf 1.46 53.9 -0.90 -1.80 250 k psf : 61.0 psf 1 1.53 56.4 -0.90 -1.80 Page 2 '( EasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS Wall Sign Anchor Design Structure Dimensions St Loading Design wind pressure: P= 30.3 psf Sign type: Cabinet Sign size: A= 40.7 sgft (entire cabinet) wall material: Metal Steel studs or extrusions/shapes Anchor type/size: #14 SMS Ref: Min 18ga studs(grd 33)or 0.090"6063-T6 Min Embedment: Full Minedgedist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap= 152.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Fit= 1234 Ib ...=P'A (entire cabinet) No. of anchors req'd: n= 8.1 total anchors ...-Rt/cap Total anchors required: 9 total anchors balanced over cabinet OK,min(10)total. Page 3 /j� j{ yUW pUJ fllF-ILEML IFtl TOFF�F auoZ' 9'b=J1anJ Neol(Iitl' ainVw152tio6a)eJMgtl' ' LfbF"V"0o9 /�Y[LF:9wM' >S�MJ'S8'UTN b4=KN' J.a�nxtlz3'Vtlw OFl=b' .i,J ,V, £ .IryNwl uapy4J wep'"Hl-�N=k �NPalo9AuauoEumpy/� wY0F=14bHH Nb15• 'SGPd121PIMYl'L352Y s fs '� .2 mn �• � a �_� g a o o n f $ a s 8x mil HIM as \ F E q W co Lw Eea W $. a F Bm J�� 5E I'9 • Wm4�i KS IIlI 1Il= •P A Z 9i oe,ov.0 ; LU z Q m� LL N y o - 0 O SEEMPLEET e C 11wZIL U- a ZMIS pIll 3 s LUi 0 z O r z 8 a 'm ° z ;. EasyrSeals easyseals.com DESIGN CALCULATIONS FOR CIRCLE K #2721401 Sign Type: Cabinet on Building 2425 Mayport Rd—Atlantic Beach 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 7-30 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 Pg 1 cover existing host structure(if any)is assumed to be in good condition, capable of supporting the loaded system,subject to building department PH 2 wand 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. rluui"nq r 1valid S. Where site conditions deviate from those noted hereat,revisions may be Engl \ �/1 required or a separate site-specific engineering evaluation performed. 6. Aluminum components in contact with steel or embedded in concreteV�'• y �� N shall be protected as prescribed in the 2010 Aluminum Design Manual, o. 382 Part 1. Steel components in contact with,but not encased in,concrete ' *; •' shall be coated,painted,or otherwise protected against corrosion. TATE .40 7. Engineer seal affixed hereto validates structural design as shown only. Jai Use of this specification by contractor,et.Al,Indemnifies and saves Ch #67382 harmless this engineer for all costs&damages including legal fees& r ......IFA4�1SEJ�Bur �Auth#31124 orollate fenc madtino&nm dm,iatinn from thie dation 'l 1200 N Federal HW,#200 Easy Seals.com Page 1 Bow Damn,FL 33032 J Easy SeaLS CALCULATIONS FORWALL-MOUNTED SIGNS ' ASCE 7-10 Design Wind Loads WALL-MOUNTED SIGNS Building Specs V= 130 mph Basic wind speed Aso Load Combo Coeff: 0.6 Exposure C Calculations a= 9.5 3-sec gust speed power low exponent Kd= 0.85 Directionality factor zr= 900' Nominal ht.of atmos.boundary layer Kzt= 1.0 Topographic factor Gcpi= 0 Internal pressure coeff A= 30 sq It Tributary area 130 mph - Exp "C" WALL-MOUNTED SIGNS ASD WIND PRESSURES SIGN CENTER CORNER n o. a, HEIGHT (tone 4) (Zone 5) Y x q, � 'a 0 2F 15 ft 20.6 psf 26.2 psf 0.85 31.2 -1.10 -1.40 20 it 21.9 psf 27.9 psf 0.90 33.2 -1.10 -1.40 25 ft 22.9 psf 291 Psf 0.95 34.8 -1.10 -1.40 30 h 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 It 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 It 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 Easy Sea Is CALCULATIONS FOR WALL-MOUNTED SIGNS ' Wall Sign Anchor Design Structure Dimensions & Loading Design wind pressure: P= 30.3 psf Sign type: Cabinet Sign size: A= 40.7 sqft (entire cabinet) Wall material: Metal Steel studs or ertruslons/shapes Anchor type/size: #14 SMS Ref: Min 18ga studs(grd 33)or 0.090"6063-T6 Min Embedment: Full Min edge dist: 0.75" Min Spacing: 0.5" Anchor tensile capacity: Tcap= 152.0 Ib (per anchor) Check Anchors for Pullout Total Reaction: Rt= 1234 Ib ...=P*A (entire cabinet) No. of anchors req'd: n= 8.1 total anchors —=Rt/cap Total anchors required: 9 total anchors balanced over cabinet OK, min(10)total. 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HOOVER PRE—CUT RWY: N/A TITLE: I CLE slzE cHc. 5107 KISSELL AVENUE PATTERN #; REF# LOCATION: EXTERIOR B � ALTQCJNA, PA 16601 4 14 JE DRAWING SET UP CHANGE � ($14)949-8287 B / DRAWN BY: YVEioI.ER APPROVED: FAX(814)949-8293 A 3/4 MSW DRAIN HOLE LOCATION CHANGE - 1'_®» DWG. NO. R COMPANIES DESCRIPTION ART MES: J. ORMSSY SCALE: 3/4" M NUMBER: ARCHITECTURAL IMAOINA E-MAIL: ead@blaircompanies.com CHC. fDATE DWN. CH'KD. _._.._ _._.._ cWJ717T• 0) nc K nnrc- r�craectn�c 11110 Vi IVII ICII UtC01y1 1 10 EI IV OVIV property of the Blair Companies, it cannot be reproduced, copied, or OSRAM POWER SUPPLY BREAK DOWN&LED QUANTITIES GALVANIZED MOUNTING ANGLE POWER SUPPLY LEE?MODULES QUANITY OF LED SERVICE DRAIN PREFINISHED RED exhibited, in whole or part,without MODULES PER CIRCUIT# first obtaining written consent from POWER SUPPLY# WATTS PART# QUANTITY COLOR PART# OUTPUT (AMPS) EXTRUDED CABINET BODY the Blair Companies. #1 60 25-65-01 60 WHITE 25-65-00 60 0.600 CABINET PREFINISHED RED _________ __ ___ CANOPY SIGNS: #2 60 25-65-01 60 WHITE 25-65-00 60 0.600 1-120 VAC 20 AMP EXTRUDED RETAINER + �'__ „_ POWER SUPPLIES ARE TO BE LOCATED #3 60 25-65-01 60 WHITE 25-65-00 60 0.600 SERVICE ! f @ THE TOP #4 60 25-65-01 45 WHITE 25-65-00 45 4.600 ATTACHMENT OF POWER SUPPLY & COV R: POWER SUPPLIES LED MODULES ! ! 17-25-18 10-16 x 1/2" QUANTITY WATTS PART,# QUANTITY - EXTRUDED FACE CLIP ---' ! TEK-SCREW/HEX-HEAD *GRAINGER VMI* 4 -_ 60 25-65-01 225 WHITE 1 25-65-00 2.400 CONNECTION OF PRIMARY WIRING -ALL CONNECTIONS ARE TO USE STEEL CORNER BRACKET ! CONNECTORS TO PASS THROUGH THE FRAME CORNER KEY I BACK -(13-00-55) 1/2" LIQUIDTIGHT 20ga. GALVANIZED j I NONMETALLIC STRAIGHT CONNECTOR CABINET BACK ! _________ _____ I *LN43DA, QTY: 1 ! ! I I ! ALUMINUM HINGE MOUNTED IN (3) PLACES j CLEARANCE HOLE IS NEEDED AT RIVET LOCATION FOR CLEARANCE ! �.____ ______� I I i ! 0 I { I I ! ! I ! 6'-5 1/8" PRIMARY WIRING LOCATION 1011. L ____ I ! E 9'-6 3/4" BACK PANEL BACK PANEL 4,-0" 03/16" t NUTSERT PLACEMENT FOR EYEBOLT GROUND 4'-0" NUTSERT PLACEMENT FOR EYEBOLT ! { ! E 1—__________________.� I { .. 11 1/2" 6" PRIMARY WIRING ___-- LOCATION 20a. GALVANIZED �, _ CABINET BACK "� POWER SUPPLY, 4" OSRAM, *OT60W*, 12V, 60W, *51632* 4" 6CS ICE 4" CABLE 4" .. COLLECTOR WATERPROOF CONNECTOR LED, MODULE, OSRAM, 4" ___ __ WHITE, 6500K *73848* 5 1/40' _ j ___________ --- ------ ! DRAIN HOLES SHOULD 77 7 ____ BE PLACED ALONG LOWER BACK EDGE OF CABINET 4 POWER SUPPLY COVER; BSCO0250 -- I PRIMARY WHIP ZIP TIE & I TO BE MIN. 07/8" FOR PRIMARY 8'-0" LENGTH PRIMARY AC CONNECTION NEEDS CONNECTIONS A CONNECTOR, WIRE NUT, (CABINET) ! INTERIOR CABINET LAYOUT WEATHERPROOF, RED, I MAX VOLTAGE 600 L_________--J OUT DISK: S. HOOVER PRE-CUT RWY: N/A TITLE: SIZE CHG. B 4/14 JE DRAWING SET UP CHANGE PATTERN : REE# LOCATION: EXTERIOR CIRCLE K 5107 KISSELL AVENUE ALTOONA, PA 16601 A 3/4 MSW DRAIN HOLE LOCATION CHANGE DRAWN BY: WEIDL.ER APPROVED: S B (814)949-8287 CHG. DATE DWN. CH'KD, DESCRIPTION ART FILES: J. ORMSBY SCALE: 3/4" = I'-0„ M NUMBER: DWG. NO. ®LAIR COMPANIES FAX(814)949-8263 ®cvlcInlac TnnTIr ARCHITECTURAL IMAOINQ E-MAIL. Cad@blaircQmpanies,com I I Ila 1JI I911 Ial all Qlyl 11.5 ti ICI Oulu UWAM VUWtK WPM NtAK UUWN&LtU QUAN I I I ItJ y property of the Mair Companies, it POWER SUPPLY LED MODULES QUANITY OF LED SERVICE DRAW GALVANIZED MOUNTING ANGLE cannot be MODULES PER CIRCUIT#reproduced, copied, or POWER SUPPLY# WATTS PART# QUANTITY COLOR PART# OUTPUT (AMPS) PREFINISHED RED exhibited, in whale or part,without EXTRUDED CABINET BODY first obtaining written consent from #1 60 25-65-01 CABINET 60WHITE 15-65-QO 6Q 0.600 #2 60 25-65-01 60 WHITE 2S-65-00 60 0.600 1.120 VAC 20 AMP the Mair Companies. #3 6Q 25-64-01 60 WHITE 25-65-00 60 0.600 SERVICE N�— - -- -- PREFINISHED RED QJII,QING SIGNS: #4 6Q 25-64Q1 20m WHITEv 25-65-00 20 0,60EXTRUDED RETAINER POWER SUPPLIES ARE TO BE LOCATED 0 THE TOTALS BOTTOM POWER SUPPLIES LED MODULES I I QUANTITY 760� S PART# QUANTITY COLOR PART# SERVICE DRAW(AMPS) 3 t ATTACHMENT OF POWER SUPPLY & COVER: 4 25-65-01 200 WHITE 25-65-00 2.400 I I (17-25-18) 10-16 x 1/2" TEK-SCREW/HEX-HEAD *GRAINGER VMI* EXTRUDED FACE CUP I CONNECTION OF PRIMARY WIRING : -ALL CONNECTIONS ARE TO USE CONNECTORS & CABLE -CONDUIT TO PASS THROUGH THE BACK AND WATERPROOF CONNECTOR COLLECTOR STEEL CORNER BRACKET COVERS 2" LIQUIDTIGHT NONMETALLIC ,/ � . -(13-00-55) 1 Y � � STRAIGHT CONNECTOR *LN43DA; QTY: 1 FRAME CORNER KE ALUMINUM HINGE MOUNTED IN (2) PLACES CLEARANCE HOLE IS NEEDED r ( AT RIVET LOCATION FOR CLEARANCE � L ZIP TIE � I � � � EYEBOLT, 1/4" x 1" SHIELD SHIELD 0 OFFICE � ��, w/ 1/4" NUTSERT � C - _.- 3'-0" EYE BOLT PLACEMENT I 3'-0" EYE BOLT PLACEMENT I 20ga. GALVANIZED L- _. I 6 CABINET BACK SZE 4" LED, MODULE, OSRAM, BSC00247 L` WHITE, 6500K *73848* POLYCARBONATE ® ® EEM HZE 4" POWER SUPPLY COVER 4" PRIMARY AC CONNECTION NEEDS 91M 4" A CONNECTOR, WIRE NUT, WEATHERPROOF, RED, Oar MAX VOLTAGE 600 Elm 11:H rE 47/8" ELECTRICAL 4" HOLE FORPOWER SUPPLY, OSRAM, *OT60W*, PRIMARY v --� 6" 12V, 60W, *51632* a 6' DRAIN HOLES SHOULD 6 1/8" BE PLACED ALONG -- -- PRIMARY WIRING ENO LOWER BACK EDGE F LOCATION OF CABINET � T V-7 1/2" PRIMARY WHIP PRIMARY WIRING TO BE MIN. INTERIOR CABINET LAYOUT LOCATION 8a-0" LENGTH CUT [DISK: S. HOOVER PRE–CUT RWY: N/A TITLE: CIRCLE K SIZE CHG. 5107 KISSELL AVENUE B _.4/l1 JE DRAWING SET UP CHANGE PATTERN . REFS LOCATION: EXTERIOR ALTOONA, PA 16601 A 3/4 MSW DRAIN HOLE LOCATION CHANGE/HINGE QTY & LOCATION CHANE DRAWN BY: WEIDI.ER APPROVED: B (814)949-8287 CHG. DATE DWN. CH'KD. DESCRIPTION ART FILES: J. ORMSBY SCALE: 1 = 1$-0" M NUMBER: DING. NO. BLAJR COMPANIES FAX(814)949-8293 a7r\iICIf1M1vZ Cur Vit• nr* ner • ARCHITECTURAL IMAMNS E-MAIL: cad@blaircompanies.com wwwwe OFFICE -- LAR COMP�i°- MES ARCHITECTURAL IMAGING z SIGNS o FIXTURES LIGHTING 1„ OWL, U vim. umaA s [ *04, 85,_01° Circle K Store owlo- Lri FTF E Circle K Wall Sign 0 Gas Pump Canopy WL I% 1D Sign 191�_®� 1 Q'-1 7/811 Canopy Sign-1 M11^J Sign L - RUN Fleet Landing Sign - Road Station ID:2721401 —— Title:Circle K 2426 Maypart Rand Atlantic Beach,FL 32233 Date:30-OCT-2016 Drown by:J. M Page:1 of 1 kale:1” 40'-0" vire• City of Atlantic Beach o' 800 Seminole Road .0 Atlantic Beach,FL,32233 I Phone:904-247-5800 Fax: 5/18/2017 SUBJECT: 17-SIGN-3118 SIGN PERMIT To: Here are the results of all Inspections located at 2425 MAYPORT RD Inspection Type: SIGN FINAL Scheduled Date/Time: 5/10/2017 Completed Date/Time: 5/10/2017 Inspector: Mike Jones Result: FAILED WITH FEE Remarks: Notes: SHAWN 814-283-2161 No permit documents on site for inspection. Inspection Type: SIGN FINAL Scheduled Date/Time: 5/17/2017 Completed Date/Time: 5/17/2017 Inspector: Mike Jones Result: PASSED Remarks: Notes: permit documents in window Brian 814-329-0432 Printed:Thursday,May 18,2017 8:28:55 AM 1 of 1 Doc M 2017038460, OR BE 17881 Page 962, Number Pages: 1, Recorded 02/16/2017 at 01:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 1�..,,..,.me. NOTICE OF COMAIFNCEMENT 17—S b i The underst lmloyg nvtiu lhl itepevremmtwill baM emedew in real pmpnly,cvd is mbN ,rwi Cbgsrna, �iU -3��d Florid.svwm or fallowing ear rfmn it pwmm in asli k OrCvmmnn ,00, 1. D[sC i,or PROrGm(Leyl dni 1.Wrm if.ti.blr).rOW XWsOd� 9VlDIWIO.Y X�TRARLOTmmF�DNm� tl&-25-Z�rE 2.x.8 PT bol/f[oz 2decy p/R 9"I�-uP 2eM16 NmgI°ar Ae 2 Oax[esLDvcwnonofuvaOv[aallnbg-��/� fK NI ].OM^I[Plnrg4MAnO.Y: r. 'tl.N Ywtl10n'MMr11 bJl ' p,ylie 9ml Mrrmflb.4 A•lmk[mPRnLt aYTnMXgmV T.LP. 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