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2383 Mayport Rd SIGN19-0016 sign permit SIGN PERMIT PERMIT NUMBER r 4'* SCANI\1P CITY OF ATLANTIC BEACH SIGN19-0016 800 SEMINOLE ROAD ISSUED: 1/31/2020 �,, , late:t /al/2c ATLANTIC BEACH. FL 32233 EXPIRES: 7/29/2020 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: 2383 MAYPORT RD SIGN FREE STANDING SIGN $2550.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169398 0450 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: TAYLOR SIGN & DESIGN, 4162 ST AUGUSTINE RD JACKSONVILLE FL 32207 INC. OWNER: ADDRESS: CITY: STATE: ZIP: PAN AM MINI STORAGE 2383 MAYPORT RD JACKSONVILLE FL 32233-2715 INC 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 Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. Issued Date: 1/31/2020 1 of 2 0-"4: SIGN PERMIT PERMIT NUMBER LI 4 Is) CITY OF ATLANTIC BEACH SIGN19-0016 800 SEMINOLE ROAD ISSUED: 1/31/2020 i ATLANTIC BEACH. FL 32233 EXPIRES: 7/29/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PLAN CHECK 455-0000-322-1001 0 $93.75 FREE STANDING SIGN NO ELECTRIC 455-0000-322-1000 62.25 $187.50 PU REVIEW BUILDING MOD OR ROW 001-0000-329-1007 0 $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.22 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.81 ZONING SIGN FEE 001-0000-329-1003 62.25 $340.00 TOTAL:$678.28 Issued Date: 1/31/2020 2 of 2 :.i.v.r`, City of Atlantic Beach APPLICATION NUMBER pis * } Building Department (To be assigned by the Building Department.) 800 Seminole Road (�'\\ �('� ;j 1� Atlantic Beach, Florida 32233-5445 S v y, --l0 I (G Phone(904)247-5826• Fax(904)247-5845 ^��;;c_%' E-mail: building-dept@coab.us I fj 2tliq Date routed: 1 z /G 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z 3�3 Pty pt.E-7 Department review required Yes No Desc1z13uildin Applicant: t •AL(L0� S L�t\� ,.jI nning &Zoning Tree ministra-for' Project: ._) l C\ (\ - RAND i t(y‘ ____ ,- Public Work G_Eu_LLlic Utilities ) VIA t.\-)` S'CO 2 Ce- 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 / sr St.Johns River Water Management District 2'3 Army Corps of Engineers C., i Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: r4roved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING r PLANNING &ZONING Reviewed b • :!i / ��`�'.te: ../ TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. I 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 (c ,' City of Atlantic Beach APPLICATION NUMBER ��� Building Department (To be assigned by the Building Department.) ;••r� 800 Seminole Road \\ I ` (c7 ,5 Atlantic BeachFlorida 32233-5445 Vl r;0 I Phone(904)247-5826 • Fax(904)247-5845 /� .4011 9% E-mail: building-dept@coab.us Date routed: I Z G, l 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 5 E3 PI\pL(Pbz7 Department review required Yi.s No ,(uildina_)______ Applicant: l Desic.4,..dfigining &Zoningn---) L�L� l\� Tree7drninistrator• Project: _.J t.G‘ I\.\ — RAND 1'--t(A (;Public Work%' C e- tri is Utilities j VIA l•v(- S coe.AGE- 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. nDenied. ❑Not applicable (Circle one.) Comments: UILDI PLANNING &ZONING Reviewed by: 1 Date: 47-'10–if TREE ADMIN. Second Review: ❑Approved as revised. I 'Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 LETTER OF AUTHORIZATION OFFICE COPY Affidavit To Whom It May Concern: This letter authorizes Taylor Sign & Design, InOr their Agents or Subcontractors)to act as Agent, to secure permits or variances required by the local governing body, and to perform sign or awning installations, removals, or maintenance at the property located at: f Property Address:2-5 I V n�A po Vja( Q f/)v u 11Z l 12(' 322-&3 Company Name: C U Win 01 Phone Number: 7 13-c 2-0 (34 Li Name: ✓IfY, `- l Title: PYC J 61 cm Address: 9 I A -t,A it _ .G l G , A \, 1 )- '��� ►ow- RE--OF ROPERT `01NNERtA-ENT STATE OF COUNTY OF )4pc-cam Sworn to and subscribed before me this ' day of JjO'J , 20 . Signature of Notary State of 17c,.. Print or Type Commissioned Name of Notary Public Personally Known( ) OR Produced Identification (t,)."-- Type t,)."'Type of Identification Produced: DL.- Commission Expires (Notary Stamp or Seal Required) �thAr PUFLc 3AKINA MURTAZA ZAKIR NOTARY PUBLIC STATE OF TEXAS Pi f ` /\ MY COMM.EXP.07/06/23 srgJ P NOTARY ID 12866702.1 4 pptE �t�lJ�,J, ,` Building Permit Application OFFICE COPY f, City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 `'t`'r Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: �3 F, hrotryt Permit Number: S.(L1" 1 00` `E-) /� ��jj p - y 0 Legal DescriptionO2'-ZJ - E b�iir 7 MD o/~ �k rpm'� hh�3 RE# I ") Q d ,� Valuation of Work(Replacement Cost)$2657).00 Heated/Cooled SF I V A' Non-Heated/Cooled IV/i' • Class of Work(Circle one): New Addition rr Repai Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): AMP Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes NoileiN • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed:j h r �fi � O y1 OF yvAty 0( 1 7161 a l p U/L ,tlu' vf- op ex1ci-I n d+eel . q/�I�L" W H� '/Z" 7. 32 .s ra Ol- 011 /1UHn. pot V -fl exiclio► mvcum- Florida Product AppPoval# for multiple products use product approval form Propert Owner Informationr''^^ nn''/ �jJ/� h (M2-0 Name: J 1111 .+ • Address: 91 t `Ofbu, •• f City State NI Zip J 17_31 Phone —34� I E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information f, n,! Name of Company: I A % I C A Quaff in: A:ent: L A / 0 (/I u I Address 411/1 `� V ' � ' r . City. / 1_ 0 State 4 Zip Lf `7 . Office Phone . , Lt . Lis(4 572. Job Site/Contact NuNmb r C t VQlh 0' V• Z State Certification/Registration# E31�001 11 E-Mail v-vaV I le-t etki rs 1 qC 0 • (,o fry) Architect Name&Phone# �/��� vn Engineer's Name&Phone# I4i &WJ7/1Ifi ENT4 / • . l g Workers Compensation f ' 1 ' C to _ Q Exempt/Insurer/Lease Employees/Expiration Date W 1" Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatiz has N commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regular J z construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIG ,U Z O ey WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. W O 0 6. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance withal m a 0 F' applicable laws regulating construction and zoning. U d V a W H Q 0 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA15 2 o a RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTI w z u. 5 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE O „ uJ REC RDING YOUR NOTICE OF MMENCEMENT. 0 0 a ¢ m W1— w � o w �i w U cn w Lj (Signature o caner or Ag t including Contractgr d ignature of Contractor) w iv" ' ned and swor o(or affir ed) before m this day of Si d nd swor- o r affirm�)hbefore me is Z of w I -TA ()I( G, , • lu ,by K�Gi �IU 1 fr sii ri,lfrarir"lir44101404fIviit4e4 '::�' HOWELL A RUEHI ,fir HOWELL A / ;�' ' ` :Jr' • RUEHL J =•• "' .• MY COMMISSION N FF969267 [ Personally Known 0' '6: MY COMMISSION M FFP60267 [X71 Personally Know fes_ [ 1 Produced Identifil a s''', EXPIRES March 08,2020 [ ]Produced Identif c.:...r.... EXPIRES March 08.2020 Type of ldentificatio r+c""'. 4.:,3 Type of Identificatior4dcf)3•Kitr'3 Fk""H''""s«rvrce con• rAJ ;y�, City of Atlantic Beach APPLICATION NUMBER 4► 9ii Building Department (To be assigned by the Building Department.) z r) 800 Seminole Road ,Gm 19 - r I �' Atlantic Beach, Florida 32233-5445 i Phone(904)247 5826 Fax(9043(-95044)5247-5845 )247 5845 E-mail: building-dept@coab.us Date routed: I Z / 1p City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 5 o3 rY\poipo D partment review required Yes No �uilding�___ Applicant: �� �L S k rining &Zoning Tree Administra oT - Project: (V tAi D 12(Y\ ulilicWork lic Utilities VIAl•'V. SZ02. -Ge- Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date S of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation . ! St. Johns River Water Management District Army Corps of Engineers ',Z g r Division of Hotels and Restaurants ] _ Division of Alcoholic Beverages and Tobacco (� Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. ❑Not applicable (Circle one.) Comments: BUILDING II :3 PLANNING &ZONING Reviewed by: Date: rl��� (9 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑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 riD City of Atlantic Beach APPLICATION NUMBER vs• Building Department (To be assigned by the Building Department.) 800 Seminole Road '�I\\ I I (,, :-'• Atlantic Beach, Florida 32233-5445 y v t —00 Phone(904)247-5826 Fax(904)247-5845 \� E-mail: building-dept@coab.us Date routed: I z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2 5 53 V'Y\ Department review required Yes ° No ,4uildina )__ Applicant: tit (Z+ v ( t�> EDes(c.;,,,, Ia ping &Zoning----5 Tree iinistrator Project: _� l C� (� -' I`'IA N7 1'-t elf` c: Public Works,� C u lic Utilities 11/1,1,A)t- S Zo2P CiE- Public Safety Fire Services Review fee $ 2 49 Dept Signature &Li 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: APPLIC TION STATUS Reviewing Department First Review: V6pproved. ❑Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING li Reviewed b . — ate: l —1 TREE ADMIN. Second Review: Approved as revi ed. Denied. / pp ❑ ❑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 PUBLIC UTILITIES PLAN REVIEW COMMENTS 61(„0/ 3 ( C - CO) Date: d 1 -1 G 11: ---�.. F • Project Address: 2 3 g S IM A-v Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment,, Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. if field coordination is (2( Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. ❑ ❑ A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an Rn concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer 0 Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. if plans change,any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler It fire sprinkler system Is provided,call 247-5878 for backflow requirements. Backflow At a minimum,will require a double check backflow preventer. ❑ ❑ Requirement Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ Meter than 2"must be installed in a vault as noted in EA specifications. Utility Map See attached Utility Map. Disconnect &Cap Disconnect and cap water and sewer lines. ❑ 0 inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ O ❑ ❑ ❑ ❑ ❑ O O fQ 'Y� F _a`� - V • ry , �{� q1 4 Av 1 as s "imp ,ii--3,5 rt n. , „%rv' wvr' +. V ilk `�4 PVC SEWER MAIN ` ill 1111"F * re rt PVC WATER MAIN o0 f ILI:r ii dililiell IIIP'11 k. :c 2 :3 k i ,N.,--- / ‘114 '.'' A. '''' a m 4. ' .�7! n {, �n EXISTING SIGN ,i 961/2" —I— PROPOSED DESIGN ,CAI F. 1 /7" — 1'_n" - 11. 18.19 - DESIGN UPDATE 961/2" CABINET: PAINT BLACK (2) FACES: WHITE SEAMLESS POLYCARBONATE PAN -FORMED FACE WITH VINYL ON 1 ST SURFACE PAINT. BLACK VINYL: 3M TRANS RED 3630-33 POLE COVER: ALUMINUM FABRICATION PAINT: BLACK SUPPORT: 10.5'(375 WALL) STEEL POLE 112" FROM TRANSITION TO GRADE REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: P lC%�I N SPECIFICATION: (;:r!:00)0 Z I SIGNS 16611 West Little York Rd Houston, Texas 77084 Tel: 713.232.0771 Fax: 713.550.1191 Project CLIENT Cube mart ADDRESS 2383 Mayport Road Atlantic Beach, FL 32233 DESCRIPTION Sign Package DRAWING NO. 000000-0000 DESIGNER Raman Date: 00.00. 19 Approvals Client Approval Date Landlord Approval Date M'1 U „ Roo Sign Specifications Jc E N C'ya �� •• u� oc Interior n Exterior IBC 2015 with FL amendments FL Building Code 2017 6th Edition " 2F ASCE 7-10 h .imam Oesi6n Loa Ea Por B�Itl rgs&PtMrSYruy�yraec .' HC ACI 318-14 euimirc R4a RaGu;ramanss rostn:R�rai conaatt j (9 ANSI/AISC 360-10 Spa<ifica:IenfcrBNRutal Steal BuilOing e p DESIGN LOADS P Wind Vult= 130 mph Exp. Exposure C Risk Cat II 3Y STR TORE PROPESSIO\ALB RD CT. O S\F O D\F 07731 15 - 1 112 212 01 9 ' doch,PE'Non-Illuminated n6P,Engin�ei'± id #73432. Page 0 Illuminated 8/2021 1 of PN 1824060 O 120 Volts Amps O 177 Volts Amps BE INSTALLED I O Amos GENERAL NOTES: 1.) Existing support structure shall be inspected where existing support meets the top of the footing/monument. The inspection shall verify corrosion to existing steel and concrete has not taken place and document same. If corrosion is present existing pole and footing shall be replaced. Contact Murdoch Engineering for changes. 2.) Based on the Specification of the existing sign structure As Built in the field supplied to us by others, on this drawing. Murdoch Engineering confirms the existing Support is sufficient to resist applicable loading requirements as a result of the proposed modification. The proposed sign square footage wind load area is within limitations of the existing pylons structures acceptable limits. Wind Load is acceptable. It is the responsibility of the contractor/installer to verify and document existing conditions and all structural conditions. 3.) Use of the existing footing / structure is at the contractors responsibility and twp. code enforcement official's discretion to Verify the existing structure is in good sound structural condition and document the same. TYPICAL ATTACHMENT DETAIL SCALE: NTS 961/2" - 72' - CABINET: PAINT BLACK (2) FACES: WHITE SEAMLESS POLYCARBONATE PAN -FORMED FACE WITH VINYL ON 1 ST SURFACE PAINT. BLACK VINYL: 3M TRANS RED 3630-33 2" X 2" X 3/16" ALUMINUM ANGLE R: ALUMINUM FABRICATION CK 16" ALUMINUM ANGLE R: ALUMINUM FABRICATION CK SUPPORT: 10.5" (375 WALL) STEEL POLE 112" FROM TRANSITION TO GRADE `%���° 1t I IPti1 U RD O �r ecF1�rb�. • Ei4C.TNF.F.R4N c6,YE ;}- ajr rc a/ Engineer #73432 l r' erzo21 Page 2 of 3 PN 1824060 (;:r!0:100 EZZI SIGNS 16611 West Little York Rd Houston, Texas 77084 Tel: 713.232.0771 Fax: 713.550.1191 Project CLIENT CubeSmart ADDRESS 2383 Mayport Road Atlantic Beach, FL 32233 DESCRIPTION Sign Package DRAWING NO. 000000-00 DESIGNER Ramon Date: 00.00, 19 Approvals Client Approval Date Landlord Approval Date Sign Specifications 0 Interior 0 Exterior 0 S\F 0 D\F 0 Non -Illuminated 0 Illuminated O 120 Volts Amps O 177 Volts Amps 0 Amps GENERAL: 1. ALL MATERIALS AND WORK SHALL CONFORM TO TF BUILDING CODE (IBC). 2. CONSTRUCTION METHODS AND PROJECT SAFETY: D STRUCTURE AND DO NOT INDICATE METHODS, PRO NECESSARY PRECAUTIONS TO MAINTAIN AND ENSU CONSTRUCTION. THE EOR WILL NOT ENFORCE SAFE' SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAI CONFORMING TO ALL LOCAL, STATE, AND FEDERAL! REGULATIONS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, I OF CONSTRUCTION AND NOTIFY THE ENGINEER IMN THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECE DRAWINGS. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE \ SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENI ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PF CONFLICT OR OMISSION. 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN 01 ACCORDANCE WITH THE STEEL CONSTRUCTION MAP MANUAL. 6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CON' AND CONSTRUCTION TO EVERY LIKE CONDITION WH INSTANCE. 7. ANY CHANGE TO THE DESIGN AS SHOWN ON THE DF DESIGN ENGINEER OF RECORD BEFORE CONSTRUCT] 8. WORK PERFORMED IN CONFLICT WITH THE STRUCTL REQUIREMENTS SHALL BE CORRECTED AT THE EXPEP 9. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATION. NOTIFY THE EOR IMMEDIATELY OF ANY DISCREPANC REQUIREMENTS OF THE APPLICABLE INTERNATIONAL iWINGS AND SPECIFICATIONS REPRESENT THE FINISHED DURES, OR SEQUENCE OF CONSTRUCTION. TAKE THE INTEGRITY OF THE STRUCTURE DURING MEASURES OR REGULATIONS. THE CONTRACTOR TY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR FETY AND HEALTH STANDARDS, LAWS, AND ONS AND SITE CONDITIONS PRIOR TO THE START ELY OF ANY DISCREPANCIES OR INCONSISTENCIES OVER SCALED DIMENSIONS. DO NOT SCALE IOUS ELEMENTS OF THE WORKING DRAWINGS AND J OF THE ENGINEER AND FIELD INSPECTOR. THE EEDING WITH ANY WORK AFFECTED BYTHE NOTED FOR ANY PART OF THE WORK, CONSTRUCT IN JAL, 14TH EDITION OR 2010 ALUMINUM DESIGN :TOR IS TO APPLY THIS DETAIL IN ESTIMATING ER OR NOT THE REFERENCE IS REPEATED IN EVERY REQUIRES PRIOR WRITTEN APPROVAL FROM AL DRAWINGS OR APPLICABLE BUILDING CODE E OF THE CONTRACTOR. AND SITE CONDITIONS BEFORE STARTING WORK. EXISTING CONDITIONS: 1. IF EXISTING CONDITIONS ARE NOT AS DETAILED INT TIS DESIGN, THE INSTALLER SHALL CEASE WORK AND NOTIFY MURDOCH ENGINEERING IMMEDIATEL` . 2. MURDOCH ENGINEERING WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR VERIFICATIONS. IT IS THE RESPONSIBILITY OF THE INSTALLER, STRUCTURE OWNER, AND PROPERTY OWNER TO IDENTIFY EXISTING CONDITIONS AND CONTACT MURDOCH ENGINEERING WITH ANY DISCREPANCIES OR CONCERNS. 3. INSTALLER SHALL CONFIRM THE DIAMETER AND THII:KNESS OF EXISTING MEMBERS AND NOTIFY MURDOCH ENGINEERING OF ANY DISCREPANCIES. 4. INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS "IN GOOD REPAIR". IF THERE ARE ANY INDICATIONS THAT THIS IS NOT THE CASE, INSTALLER SHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING. 5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S) OR COMPANY THIS DOCUMENT WAS PREPARED FOR (SEE TITLE BLOCK). MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS "AS -BUILT". IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS DETAILED HEREIN ARE NOT ACCURATE, MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY. STEEL 1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: ROUND HSS ASTM A5CO3 GR B Fy=42 KSI MIN. SQUARE/RECT HSS ASTM A500, GR B Fy=46 KSI MIN. THREADED ROD F1554 GR 55 Fy=55 KSI MIN. STEEL PLATE STD. ASTM A3E ASTM Fy=36 KSI MIN. PIPE A53, GR B Fy=35 KSI MIN. 2. BOLTS SHALL CONFORM TO ASTM A325 UNO. 3. BOLTS AND THREADED ROD SHALL BE HOT -DIP GAL 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 1 5. NUTS SHALL CONFORM TO ASTM A563. 6. WASHERS SHALL CONFORM TO ASTM F844. 7, STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED 8. WELDING: a. WELD STRUCTURAL STEEL IN COMPLIANCE WIT J. WELDERS SHALL BE CERTIFIED AS REQUIRED BE DONE BY ELECTRIC ARC PROCESS USING LOV STRENGTH NOT LESS THAN 70 KSI UNLESS NOTE b. ALL SHOP AND FIELD WELDS SHALL BE PERFORP ACTIVE STATUS AT TIME OF WELDING c. UNLESS A LARGER WELD SIZE IS INDICATED, PR( AISC SPECIFICATION, SECTION J2, TABLE J2.4 d. BASE PLATES SHALL BE WELDED ON TOP AND E OF AT LEAST 1/4" (IF PLATE IS CUT TO FITTUBE PER ASTM F2329 UNO, ASTM A153 UNO ANSI/AWS D1.1 AND AISC SPECIFICATION, CHAPTER Y GOVERNING CODE AUTHORITY. WELDING SHALL HYDROGEN ELECTRODES WITH SPECIFIED TENSILE I OTHERWISE. ED BY AN AWS OR ICC CERTIFIED WELDER WITH MINIMUM SIZE WELDS PER OTTOM WITH CONTINUOUS WELDS INTO PLATE) ALUMINUM: 1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION (AA) 2010 ALUMINUM DESIGN MANUAL (ADM) 1, THE SPECIFICATIONS FOR ALUMINUM SHEET METAL WORK (ASM35), AND IBC CHAPTER 20. 2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER 8308 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 4. SHEET AND PLATE SHALL BE 6061-T6 PER ASTM B209 WITH Ftu=42 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. S. EXTRUSIONS SHALL BE 6061-T6 PER ASTM 8241 OR 8429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 6, ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH CURRENT STATUS AT TIME OF WELDING 7 UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM. ALL ALUMINUM WELDED JOINTS SHALL HAVE WELD SIZES OF AT LEAST 14 INCH 8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALL THICKNESS JOINED. 9. ALUMINUM WELD FILLER SHALL BE 5356 ALLOY 10.WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS D1.2- 11.ALUMINUM CHANNEL LETTERS SHALL BE CONSTRUCTED OF 0.090" RETURNS AND 0.125" BACKS MINIMUM, UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS. THIS NOTE SHALL SUPERCEDE DRAWING DETAILS. 12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC CORROSION 13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM AND COATED WITH BITUMINOUS COATING OR POLYURETHANE WHERE IN CONTACT WITH CONCRETE. 14.FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316. CONCRETE & REINFORCEMENT 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH (fc') SHALL BE 3,000 PSI. THE MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.45 BY WEIGHT. A MINIMUM OF 5-3/4 BAGS OF CEMENT SHALL BE USED PER CUBIC YARD WITH A SLUMP OF 4" +/- 1. 2. REINFORCEMENT TO BE ASTM A615 GR 60, Fy=60 KSI UNO 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED 4. VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS S. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-14 6. PROVIDE A MINIMUM OF 2-1/2" COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUM OF 6 INCHES OF COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS. FOUNDATIONS 1. CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPER CONDITIONS FOR A MINIMUM OF 7 DAYS PRIOR TO SIGN BOX INSTALLATION. (EXCEPTION: IF THE OVERALL HEIGHT OF THE SIGN IS LESS THAN 20 FEET AND THE SIGN IS ADEQUATELY BRACED AGAINST WIND LOADS FOR A MINIMUM OF 4 DAYS, THE BOX MAY BE INSTALLED THE SAME DAY AS THE FOOTING IS POURED) 2. FOOTINGS MUST BE POURED AGAINST UNDISTURBED EARTH. SOIL BACKFILL IS UNACCEPTABLE. WHEN A SONOTUBE IS USED AS THE FORM, 3/4" BLUESTONE OR CONCRETE SHALL BE USED TO BACKFILL THE SPACE BETWEEN THE SONOTUBE AND UNDISTURBED EARTH. 3. COLD WEATHER PLACEMENT: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOW TEMPERATURES. DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURES ARE ANTICIPATED WITHIN 3 DAYS OF POUR. 4. REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNS OF 25 FEET OVERALL HEIGHT OR LESS, DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHES FROM BOTTOM OF FOOTING. 5. FOR ANCHOR BOLT/ BASE PLATE - SQUARE FOOTINGS, PROVIDE A MINIMUM OF #5 VERTICAL REBAR @ 12" O.C., 4" OFFSET FROM PERIMETER, TOP AND BOTTOM OF FOOTING. PROVIDE #3 HORIZONTAL TIES @ 12" O.C. UNLESS OTHERWISE NOTED. 6. FOR ANCHOR BOLT/ BASE PLATE - ROUND FOOTINGS, PROVIDE A MINIMUM OF SIX (6) VERTICAL #5 REBARS, EVENLY SPACED, 4" OFFSET FROM FOOTING PERIMETER & #3 HORIZONTAL TIES, 12" O.C. Unless otherwise noted. 7. ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER ANCHOR BOLT 8. FOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED AND POURED IN UNDISTURBED NATURAL EARTH, CAPABLE OF WITHSTANDING A MINIMUM 1,500 PSF VERTICAL DESIGN BEARING PRESSURE AND 200 PSF/FT OF DEPTH OF LATERAL BEARING PRESSURE BASED ON SOIL DATA OBTAINED FROM THE USGS SOIL SURVEY. 9. IF CLAY, SILTY - CLAY, ORGANIC OR FILL SOIL IS ENCOUNTERED UPON EXCAVATION, CONTACT MURDOCH ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO CONSTRUCTION. SCOPE OF WORK: 1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED. ATTEMPTS IN PART OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND COVERAGE. The designs, details and specifications contained in this drawing are confidential. The recipients of this drawing hereby acknowledge and agree that it is the sole property of Murdoch Engineering and that they shall neither use nor reveal any of the designs, details and specifications contained in this drawing, outside of the contractual agreement expressed written permission from Murdoch Engineering. Deviations from this drawing shall not be made without consulting Murdoch Engineering. In case of incongruities between drawings, specifications, and details included in contract documents, Murdoch Engineering shall decide which indication must be followed and their decision shall be final. Copyright Murdoch Engineering. All rights reserved. JOB COP .,e "1 MURDOC ENGINEEIR SIGN STRUCTURE PROFESSIONALS-W-- GENERAL ROFESSIONALS GENERAL NOTES murdochengineering.com (973)570-8215 73 Paterson St. 2nd Floor New Brunswick, N1 08901 PREPARED FOR: r (; `1 EZZI SIGNS PROJECTTITLE: CubeSmart PROJECT ADDRESS: 2383 Mayport Road Atlantic Beach, FL 32233 .���,1 E ��M U R i ��.......... . c•E N oOCy��% URDO SGN ST ti CT RE PROFESS[ AJ,s 2 HUM BIRD CT. e H Nd 07731 8215 SS r tTr ` 11r22no�s ` urdoch, PE .' 554'oiEaMFn�tirl�rp . • � �°['� `� Ei4c•#7363¢• • • G. �,,. L aye'3 0f 3 PN 1824060 DESIGN SPECIFICATIONS IBC 2015 with FL amendments FL Building Code 2017 6th Edition ASCE 7-10 rcr 8.116 pI other structure: ACI 318-14 Builtlin�Coae Repuiremen Rrst el Conaete ANSI/AISC 360-10 scera+rent,. roraut:�rei steel e�am.a DESIGN LOADS Wind Vult= 130 mph Exposure C Risk Cat. I I I �!t $IZ I I'y r ¢: I Cy0 �19 ACCESS EASEMENT I o R0 OFFICIAL RECORDS BOOK 5810, PAGE 2250 `2$ II im © UTILITY EASEMENT OFFICIAL RECORDS BOOK 5998, PAGE ]14 Approved CDS Surveyor Surveyors Name: Blew & Associates, P.A. Address: 3825 N Shiloh or Telephone Number: 479-443-4506 email: survey@blewinc.com P.O.C. THE NORTHWEST CORNER OF FAIRWAY VILLAS AS RECORDED IN PIAT BOOK , PAGES 22 AND _ 21 OF THE CURRENT PUBUC RECORDS AXI I�� f-jylq "g,�'yOUVI� f�Vl � �y��tpuCL' CDS COMMERCIAL DUE DRAGE-N111 SERVICES CONCRETE 4.5 ACRES I I 303 DA B.H}.L. Surveys (Efl aF—q 23 2016) B.H.L. 5' TBACK 19 SURVEY DRAWING o: ' O\\ m 0 M FOUND I2� REBAR NAVAL CONTINUING CARE RETIREMENT FOUNDATION POINT OF COMMENCEMENT ( HANDICAPPARKINo 2393 MAYPORT RD RIGHTOFWAY BUIL LNG ] ATLANTIC BEACH, FL 32233.2715 APN: 169398-0100 20.02' X a056'�.. NATURAL GROUND N88'2429`E do 951.3 (BASIS OF BEARING) FROM FOUND REBAR TO IORNER S!8' S88°2429'W 539.09(14) 588°1T50 -W 539.00'(R) \. ' 5'S TBA APN:18939&0410 ■ STATE ROAD AIA ■ ® ELECTRIC CONTROL CAEIN[T PROJECTADDRESS ATLANTICBEACH, FL 3223 3-2]15 AF LIGHT POLE (M) L 51 O • APN-1-9&10]0 ■ •` ■ 6! STORM WATER MANHOLE B.H.L. BUILDING HEIGHT LOCATION WATER VALVE P.S. Q p - - I ASC AIR —DITIONER �av� OV¢RHEADELECTRIC LINES H�n ELECTRIC MANHOLE NAURALGROUNDPAN mog� I Np N F NOW OR FORMERLY ' It 7--T--� ■ � m c m P z I AM MINI STOR2383 B.H.L. i m ■� m� 1 •x MAYPORT RATLANTIC a FS o BEACH, FL 331 192,949 SQUARE F g V 22' UTILITY EASEMENT 4, x i GGEEGE'LOFFICIAL RECORDS BOOK 5998, PAGE ]i4 1 APN:1S9398-0450 BLDG1 1995' 2032 2921' ,. ONE STORY METAL BUILDING 17517 SO FEET x B.H.L. BULDING HEIGHT: tU x B H L _ BUILDINGS R j TWO SI ORYMASONRVBUILDING 918 SQ. FEETx L BLILDING HEIGHT: 22'x NF NEW DALY V 3 LC 2POBTBD ATLANTIC BEACH. FL32233-2715 APAP -69398-0400-0-6400 5� N 88'14'3Y E I I 303 DA B.H}.L. Surveys (Efl aF—q 23 2016) B.H.L. 5' TBACK J o: ' O\\ m 0 M FOUND I2� REBAR ■ POINT OF COMMENCEMENT ( HANDICAPPARKINo N 88°2?53' E 385.08' ( -."I RIGHTOFWAY BUIL LNG ] Nn= DOLLAR TREE STORES INC 20.02' X a056'�.. NATURAL GROUND I ■ 2321 MAYPORT RO FROM FOUND SI8' CAPPED RAILROAD TRACK 384 SQ. FEET t ATLANTIC BEACH, FL 32233- 2715 REBAR TO CORNER NIF CITY OF ATLANTIC BEACH 150 NAT UNOL• APN:18939&0410 ■ STATE ROAD AIA ■ ® ELECTRIC CONTROL CAEIN[T PROJECTADDRESS ATLANTICBEACH, FL 3223 3-2]15 AF LIGHT POLE (M) L 51 O • APN-1-9&10]0 ■ •` O ■ 6! STORM WATER MANHOLE B.H.L. BUILDING HEIGHT LOCATION WATER VALVE P.S. Q p - - I ASC AIR —DITIONER �av� OV¢RHEADELECTRIC LINES H�n ELECTRIC MANHOLE —EACH LIN! mog� I Np N F NOW OR FORMERLY ' It ■ � m c m P z I » B.H.L. i m ■� m� 1 •x X a 40.0' o 309 g 1898' A ■ 4 ® ¢ ® B.H. ® ®118861' REi'ENTION I m % POND a9 u• )■ 20.0'. A3 � m m m i\x_x O6 • r ' T -- — — — — — — — — — — — — SCALE 1" = 40' 0 40 80 120 11711 NORTH ARROW / SCALE z 2 1 Shee[ 9 11 LEGEND I I 303 DA Standard DNsll Req menta fw ALTAMSPS L d T le Surveys (Efl aF—q 23 2016) FOUND MONUMENT (AS NOTED) 5' TBACK POINT OF BEGINNING o: ' v Go x FLAG POLE ■ POINT OF COMMENCEMENT ( HANDICAPPARKINo N 88°2?53' E 385.08' ( -."I RIGHTOFWAY BUIL LNG ] Nn= DOLLAR TREE STORES INC S 88°22'53' m �x,m� ov STATE OF FLORIDA DEPARTMENT OF TRPNSPORTATICN 2321 MAYPORT RO FROM FOUND SI8' CAPPED RAILROAD TRACK 384 SQ. FEET t ATLANTIC BEACH, FL 32233- 2715 REBAR TO CORNER NIF CITY OF ATLANTIC BEACH BUILgNG HEIGHT: 1Ox ` APN:18939&0410 x � STATE ROAD AIA ■ ® ELECTRIC CONTROL CAEIN[T PROJECTADDRESS ATLANTICBEACH, FL 3223 3-2]15 AF LIGHT POLE (M) ' APN-1-9&10]0 c •` ATLANTIC BEACH,FL 32233 APN:169398-0460 ■ 6! STORM WATER MANHOLE B.H.L. BUILDING HEIGHT LOCATION WATER VALVE P.S. Q p - - I ASC AIR —DITIONER �av� OV¢RHEADELECTRIC LINES EMH ELECTRIC MANHOLE —EACH LIN! c I Np N F NOW OR FORMERLY It B.H.L. i X 40.0' 309 1898' B.H. a9 u• )■ 20.0'. CONCRETE . 10.69' A� 30&9• CONCRETE 3080' 31.10' 30.95' PAD SCALE 1" = 40' 0 40 80 120 11711 NORTH ARROW / SCALE z 2 1 Shee[ 9 11 LEGEND __--_—_ I 303 DA Standard DNsll Req menta fw ALTAMSPS L d T le Surveys (Efl aF—q 23 2016) FOUND MONUMENT (AS NOTED) 5' TBACK POINT OF BEGINNING o: ' DUE DILIGENCE SERVICES 3550 W. Robinson Street, Third Floor FLAG POLE P.O.C. POINT OF COMMENCEMENT ( HANDICAPPARKINo N 88°2?53' E 385.08' ( -."I RIGHTOFWAY BUIL LNG ] Nn= DOLLAR TREE STORES INC S 88°22'53' W 1.29 (M) N 88'113'14' E 385.09 (R) ONE STORY MASONRY BUILDING 2321 MAYPORT RO FROM FOUND SI8' CAPPED RAILROAD TRACK 384 SQ. FEET t ATLANTIC BEACH, FL 32233- 2715 REBAR TO CORNER NIF CITY OF ATLANTIC BEACH BUILgNG HEIGHT: 1Ox ` APN:18939&0410 OAS METER 2321 MA RD NOT TO SCALE ® ELECTRIC CONTROL CAEIN[T PROJECTADDRESS ATLANTICBEACH, FL 3223 3-2]15 AF LIGHT POLE (M) ' APN-1-9&10]0 (R) RECORD CALL ®. SANITARY 1E-1 MANNGLE SCALE 1" = 40' 0 40 80 120 11711 NORTH ARROW / SCALE z 2 1 Shee[ 9 11 LEGEND LINE TABLE LINE BEARING Lt M v OI°3531" E L1:R 501'4210"E JOB COPY 1$ 11 PROPERTY UNE ® COMPUTED.INT Standard DNsll Req menta fw ALTAMSPS L d T le Surveys (Efl aF—q 23 2016) FOUND MONUMENT (AS NOTED) FA CO—l Due Wig—SeS)ervices CP. POINT OF BEGINNING BOLLARD DUE DILIGENCE SERVICES 3550 W. Robinson Street, Third Floor FLAG POLE P.O.C. POINT OF COMMENCEMENT ( HANDICAPPARKINo R/W RIGHTOFWAY E UTLITY MANHOLE Revision: ZONING Surveyor EDlbTAt ./L MORE OR LESS p' UTILIry pOLE IITI,'I� RAILROAD TRACK 1E FIRENYDMNT Revision: FENCE ELECTRC METER Scale: - Revision' OAS METER (n T.9.) NOT TO SCALE ® ELECTRIC CONTROL CAEIN[T PROJECTADDRESS CENTERLINE AF LIGHT POLE (M) MEASURED CALL '= ELECTRIC EGA (R) RECORD CALL ®. SANITARY 1E-1 MANNGLE 6! STORM WATER MANHOLE B.H.L. BUILDING HEIGHT LOCATION WATER VALVE P.S. PPR—SPACES GRAT¢O INLET DA DUMPSTER AREA R METER ASC AIR —DITIONER �av� OV¢RHEADELECTRIC LINES EMH ELECTRIC MANHOLE —EACH LIN! KEYPAD .....MM.RMM ■AE[M[NT LIN[ Np N F NOW OR FORMERLY LINE TABLE LINE BEARING Lt M v OI°3531" E L1:R 501'4210"E JOB COPY 1$ 11 ALTA/NSPS Land Title Survey Th S Survey P.P.- I, —A2016 Minimum Standard DNsll Req menta fw ALTAMSPS L d T le Surveys (Efl aF—q 23 2016) TNS ""'B lay. FA CO—l Due Wig—SeS)ervices CP. C �V COMMERCIAL DUE DILIGENCE SERVICES 3550 W. Robinson Street, Third Floor Norman OMahoma 73072 Office: 405-2532444 website : www,firstamcdsCom Toll Free: 888.322.7371 Drvm BY Date: 8/14/19 CM Revision: ZONING Surveyor Ref No: Ig_3951 Date 8/282019 AprvE gY Revision: UBlity Note TS Date: Field Date: Revision: August 1, 2019 Date: Scale: - Revision' — t' —4q' Prepared For. Client Ref. No: 20 PROJECTADDRESS 2383 Mayport Rd Atlantic Beach, FL 32233 Project Name: Mayport Rd -Atlantic Beach CDS Project Number. 19-07-0296