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2383 Mayport Rd SIGN19-0015 wall sign permit er. y„f SIGN PERMIT PERMIT NUMBER !� A CITY OF ATLANTIC BEACH SIGN19-0015 '''''1‘ � :4'W ISSUED: 1/31/2020 800 SEMINOLE ROAD EXPIRES: 7/29/2020 ATLANTIC BEACH. FL 32233 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 WALL WALL 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 8( 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 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 0 $0.00 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 30.82 $65.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.21 Issued Date: 1/31/2020 1 of 2 44wAvkit SIGN PERMIT PERMIT NUMBER A )�, CITY OF ATLANTIC BEACH SIGN19-0015 d800 SEMINOLE ROAD ISSUED: 1/31/2020 I v. ATLANTIC BEACH. FL 32233 EXPIRES: 7/29/2020 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING_SIGN_FEE 001-0000-329-1003 30.82 $30.00 TOTAL:$181.71 Issued Date: 1/31/2020 2 of 2 sit i-4, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) j 800 Seminole Road \ ' `0 U ( cz 4 Atlantic Beach, Florida 32233-5445 lJ L J Phone(904)247-5826 • Fax(904)247-5845 7117.... E-mail: building-dept@coab.us Date routed: I (. /at t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z Al\iikypoe,TZD D partrneInt review required Yes No Building ; Applicant: (3�L1 (Z (CNN.) 'fanning &Zoning h Tree • 'minis ra or Project: V�J ALL_ S (,es( Public Works Public Utilities 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 Zq St. Johns River Water Management District 19 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: 3 O APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ['Not applicable (Circle one.) Comments: 6 � BUILD! PLANNING &ZONING Reviewed by: Date:, L -.1 1?-4? 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 ( .t Building Permit Application OFFICE COPY �\ City of Atlantic Beach M 800 Seminole Road,Atlantic Beach, FL 32233 r s:u) Phone: (904) 247-5826 Fax: (904)247-5845 Job Address:2z R AlOtt 0014 It. Permit Number: I CZ1v ` l —0(35 Legal Description U� S"�1. bog �� -1 C U 0 r bj /_ RE# I (0"13'18-o-1 So Valuation of Work inepracement Cost)$ 25 50•0 r7 Heated/Cooled SF N A Non-Heated/Cooled A I NI • Class of Work(Circle one): Ne Addition Alteration Re•air Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): -ommer -- Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No dak • 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: I nc-J {I I vl'0 6 I I)1 u m )h a t 1 W 61 1 1 I I f (1 c ,efty)a lit '' I'10,51' w Y 22-5" I-i'_-2 1 . t Dp rrJ'e' f J+vv -i ►' gq•5n k"I} Y 10 =- .i lil VI 10 --o I i I1Mia v fvon+ =30.25 COIlywriP`j pointer texl1-i GIrr, 1/It Florida Product Approval# for multiple products us product approval form Property gwner Information (-fan Pk fn Iain, &4-, r� 1,, fir Name: (,1) V�/la r f Address: I" I a+�w Y' 7, V City j1(U 0 1. )1 State NL Zip 1 I —1 Phone/ _ — , % — I E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: / /, 4 1 I . 4 Qualif in ent: i 0.4 / I TA, 16 V Address 14110 . ' O i .0 t' e.1 . City 1 G ., 0/ / ip • Office Phone Q({• .y / S2 Job Site/ nt r�tlNu r 1 / 11 . Mar Certification/Registration# F(120001(1 E-Mail WA/fre / O O/ C�'• 60r Architect Name& Phone# V Engineer's Name&Phone# [4() ril . - r , . Workers Compensation 'e /L e Exempt/Insurer/Lease Employees/Expiration Date P,, �__�� . Application is hereby made to obtain a permit to do the work and installations as indicated. I certifystha't tiSWoTTc o iri'St'allatiori has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg 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. NOV 2 1 2019 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. Btlifrsinn 1 .1 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY o RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INND • TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE d J z c'1 RECORDING YOU NOTIC COMMENCEMENT. / .� U z o `� YY / nw - o • (7 LT7 n Q (Signature of ner or Agent including Contr.c,opin %tureof Contractor) /{ ValnSiigrneld and sworn taffirm •) before me this day of Signed and swirmed)before m—eythhis I"I 4fw Cl ' UJNcn ;;+,V' ...... a J�'' ,,'"'7-77r-f". - A JbEktltary) • g w 1': I' ''8 MY COM` SSION#FF969267 Q 0 w W .: •`: MY CWMMISSION#FF969267 r _ 7...y. :* ;i,• EXPIRES March 08,2020 ,, >- n• 5 m EXPIRES March 08,2020 iaro,;ti4n.rr,a Flot aLdvo:n vSr..v _a, ti - Li 0 0 i� �i.�vb•- Fkn nlnN•rn vSv' " con• 5 W a j [ ]Personal(44. .4 [ ]Personally Known OR UJ 0 cn w [ ]Produced Identification [ ] Produced Identification 5 cc wType of Identification: Type of Identification: LU > ct W cc OFFICE gtevpy OFFICE COPY LETTER OF AUTHORIZATION Affidavit To Whom It May Concern: This letter authorizes Taylor Sign & Design, In.or 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: Property Address:M3 JV o p Q v I lot J4o 'ivi i I� I Ci J�2�-3 y Company Name: C 14( Y Y l M Y Phone Number: 713-S 2a Name: F21({, V]+ If Y c Title: r Y CJI CI a) t Address: 91 di/ /IV (j. PArookI r INN ID-1--) 4 imprirriil1EW • _ - : I!ROPER ' • , • -. - NT STATE OF I COUNTY OF 14P-ce... Sworn to and subscribed before me this `F-!-A-1,1 day of k_1C'' , 20 t 9 . Signature of Notary State of V Print or Type Commissioned Name of Notary Public Personally Known( ) OR Produced Identification Type of Identification Produced: DV Commission Expires (Notary Stamp or Seal Required) .4se oUBe/c SAKINA MURTAZA ZAKIR / Jr`�, NOTARY PUBLIC STATE OF TEXAS /S l MY COMM.EXP.07/06/23 /`j �r' oFIE� NOTARY ID 12866702-1 j�:L�1 '�.� Revision Request/Correction to Comments **ALL INFORMATION % :SsHIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ■.r 800 Seminole Rd, Atlantic Beach, FL 32233 G ( cls Pt co(' ,0,,,,-- v Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: "` II N I ci -co 16; ❑ Revision to Issued Permit OR Corrections to Comments Date: "1 S Project Address: 1-297F5-2-7 Mck Revisa.ion to Issued PeName: Tali 0 ir ic4 U0° V-el I L, Va V v Contact Phone: loll -- I Lo- td LP 2,. Email: h.) fil rq--a`� 100 � f 1/14( O -tow 111 Description of Proposed Revision/Corrections: L I ' 0( I / -"i/ / A I H AVID I A . Ir - v ► s-_ol ( 1-I fd ir ►eau pi .=- " C JAN 1 4 2020 I161/1 kii IiiV O V1 affirm the revision/correction to comments is inclusive of the proposed changes. (print+d name) fluilc!inq Demtren City ofAiiartic ` ' - .trh, • Will propos d revision/corrections add additional quare f otage to original submittal? ❑No Yes (additional s.f.to be added: I ,5 ) P,917) • ill proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building v[L.V e•$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (/ `� �� (Office Use Only) Li"Approved ❑ Denied C Not Applicable to Department Permit Fee Du • $ 50.00 Revision/Plan Review Comments De artment Review Required: uildin ir 1?" Planning&Zoning > Reviewed By Tree Administrator Public Works Public Utilities / /6 -do Public Safety Date Fire Services Updated 10/17/18 OylA1Nf City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) `+ d 800 Seminole Road S `�•� 0 ( 5 ,�> % Atlantic Beach, Florida 32233-5445 V (J v Phone(904)247-5826• Fax(904)247-5845 / 77 -71111! E-mail: building-dept@coab.us Date routed: I ( G t t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2. -8L iV poe`t2/3 Department review required Yes No �uildin � Applicant: ( (-( (Z ICAO ming &Zoning ` ry Tree minis ra or V Project: V {tu._ 2 (,GAr Public Works Public Utilities 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. Denied. I INot applicable (Circle one.) Comments:C M BUILDING rye O v $f r e C iAd �` -Q � r PLANNING &ZONING Reviewed by: ` Date: f TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 1r. Revision Request/Correction to Comments **ALL INFORMATION .4:� HIGHLIGHTED IN P . City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 G i GIS lcl ` 00(5 -_ ,+ V Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:SUCNN I -W IG. Revision to Issued Permit OR Corrections to Comments Date: 11 I Lb Project Address: '2j 5"?j Vv\ y--1--- Contractor/Contact Name: Tall 0 Y (c'i V 4 of si 1 11 I 'e1{ I Va V 0 Contact Phone: goil-3'1 LAS 2 Email: k f,'I rq zi ,I OYj i t Y I(O 'Lo(V) Description of Proposed Revision/Corrections: 00(deo i0,610 —A-vv► - o wail q MYa01d) 04 n Ro:-..(,,v f� o A 1--I f0 vacs f 14 + y .; � 9 � JAN 1 4 2020 ' I 161/.1 IV A In I affirm the revision/correction to comments is inclusive of the proposed changes. (print d name) Building DP, .' :led City of t'' t ..': ' ':h, • Will propos d revision/corrections add additional quare f otage to original submittal? ❑No Yes (additional s.f.to be added: I 5 ) A, col 99V • ill proposed revision/corrections add additional increase in building value to original submittal? No ❑*yes (additional increase in building val e•$l ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: V AK I (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: G �G�% Buildin lannin� & Zoning _) Reviewed By Tree Administrator Public Works 1 Public Utilities ( ^2-)- 2_ G Public Safety Date Fire Services Updated 10/17/18 Broedell, Brian From: Kelly Varn <kvarn@taylorsignco.com> Sent: Monday, January 27, 2020 9:50 AM To: Broedell, Brian Subject: RE: Sign Permit Cubesmart 2383 Mayport Rd No sir it will not. 44 Va/6/r Permit Specialist Taylor Sign and Design, Inc. 4162 St. Augustine Road Jacksonville, FL 32207 (o)904.396.4652 (f)904.396.3777 From: Broedell, Brian<bbroedell@coab.us> Sent: Monday,January 27, 2020 9:29 AM To: Kelly Varn <kvarn@taylorsignco.com> Subject: RE: Sign Permit Cubesmart 2383 Mayport Rd Kelly, So the sign will not be taller than 8 feet from grade? Thank you, Brian Broedell Principal Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us From: Kelly Varn [mailto:kvarn@tavlorsignco.com] Sent: Friday,January 24, 2020 3:18 PM To: Broedell, Brian <bbroedell@coab.us> Subject: RE: Sign Permit Cubesmart 2383 Mayport Rd Brian, I can understand your confusion. I do not know why the engineer put that there. See attached — the measurement is the existing pole's transition to grade. 1 Thank you, / 44 Va,',r Permit Specialist Taylor Sign and Design, Inc. 4162 St. Augustine Road Jacksonville, FL 32207 (o)904.396.4652 (f)904.396.3777 From: Broedell, Brian<bbroedell@coab.us> Sent:Thursday,January 23, 2020 4:03 PM To: Kelly Varn <kvarn@taylorsignco.com> Subject:Sign Permit Cubesmart 2383 Mayport Rd Kelly, Regarding the sign permit for Cubesmart, on page 4 what is the "112 inches from transition to grade" referring to? Does this mean the top of the sign will be 112 inches above grade? The drawings show the sign as 8 feet tall so I just need some clarification. Thank you, Brian Broedell Principal Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us 2 ct 401-4, Permit Reviews '7 City of Atlantic Beach -,:t.,;11,., Permit Number: SIGN19-0016 Description:SIGN Applied: 12/6/2019 Approved: Site Address:2383 MAYPORT RD Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: RECEIVED Applicant:<NONE> Parent Permit: Owner: PAN AM MINI STORAGE INC Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 12/6/2019 12/6/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: 12/6/2019 12/9/2019 12/20/2019 ZONING Zoning DENIED Notes: Sign Height:Freestanding signs are limited to 8 feet in height as measured from grade.Please revise accordingly. Pan Am:Per agreement with the city,the sign must contain"Pan Am Mini Storage". 12/6/2019 12/10/2019 12/20/2019 BUILDING Building APPROVED Notes: pending the approval of Plan.and Zon. 12/6/2019 12/13/2019 12/20/2019 PUBLIC UTILITIES Public Utilities APPROVED W/CONDITIONS Notes: APPROVED 12/6/2019 12/11/2019 12/20/2019 PUBLIC WORKS Public Works W/CONDITIONS Received 12/9/19 Notes: See Conditions of Approval that will be printed on Permit. Ofte Printed: Friday, 13 December,2019 1 of 1illi nima rS,�.L J ren Permit Reviews J' City of Atlantic Beach Permit Number: SIGN19-0015 Description:WALL SIGN Applied: 11/21/2019 Approved: Site Address:2383 MAYPORT RD Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: RECEIVED Applicant:<NONE> Parent Permit: Owner: PAN AM MINI STORAGE INC Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 11/21/2019 11/21/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: 11/21/2019 12/5/2019 12/5/2019 ZONING Zoning DENIED Notes: Agreement: Per the agreement with the city,signage must include"Pan-Am".Also per the agreement,the site must also be landscaped,the outside storage must be screened,and the pole sign must be brought into compliance. 11/21/2019 12/2/2019 12/5/2019 BUILDING Building APPROVED Notes: Printed: Friday,06 December,2019 1 of 1 TRACT self storage 5842 2383 �,�ayport Road I Atlantic Beach, FL 32233 SITE PLAN SITE PLAN SCALE: NTS EZZI S G7NS 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. 000000-00 DESIGNER Ramon Date: 00.00. 19 Approvals Client Approval Date Landlord Approval Date N Sign Specifications O Interior O Exterior O S\F O D\F Q Non -Illuminated O Illuminated O 120 Volts Amps O 177 Volts Amps 0 Amps PROPOSED DESIGN SCALE: 1/2" = 1'-W 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 ((00'0010 Z I 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.00000-00 DESIGNER Ramon Date: 00.00.19 Approvals Client Approval Date Landlord Approval Date Sign Specifications 0 Interior 0 Exterior O S\F O D\F 0 Non -Illuminated 0 Illuminated O 120 Volts Amps O 177 Volts Amps 0 Amps rrrrrrr��J ``��►rMU cF r� afulboC " +s' I ERI g ' 514\ STRI' UHF. PROk£SSIOSALR 2 NUM iRo cr. HOW J 07731 �,. (97 215:.= ((00'0010 Z I 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.00000-00 DESIGNER Ramon Date: 00.00.19 Approvals Client Approval Date Landlord Approval Date Sign Specifications 0 Interior 0 Exterior O S\F O D\F 0 Non -Illuminated 0 Illuminated O 120 Volts Amps O 177 Volts Amps 0 Amps GENERAL DOTES: 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. CABINET FRAMING 961/2" - 72" - PROPOSED DESIGN TYPICAL ATTACHMENT DETAIL SCALE: 1/2" = 1'-C SCALE: NTS 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 3116" ALUMINUM ANGLE R: ALUMINUM FABRICATION CK 16" ALUMINUM ANGLE R: ALUMINUM FABRICATION _K \— SUPPORT: 10.511(375 WALL) STEEL POLE 112` FROM TRANSITION TO GRADE R5 - 11.18.19 - DESIGN � ' � C •E N S ' .'" DESIGN SPECIFICATIONS UxnUCi IBC 2015 with NNA FL amendment* ;. E ] FL Building Code 2017 6th Edition s�cx sr ae raorsssioxn�s _ : 2 HE IRD-CT. ASCE 7-10 Mlnin um Ce i6n Lo.eafor BuilEing SQMer Strwh•wf' HO J07731 ACI 318-14 B ne gece"a.o errors "..rc"n<rEc� . '.(97) 215 Ir:T1m ANSI/AISC 360-10 so m roofers is<.ei a"ie - i V712 DESIGN LOADS nd Vult= 130 mph )osure C k cat II u L�lo[[CC��h1�, PE P. it8 srdha'Eftgin le� ' -y {g7�3"2... •�,(:>.. Ex : 2/28I�6Y,��p PN 1824580 ZZI 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 O Amps Page 4 1331/2" N 19.40 SQFT Ah Ah (V 40 8.25 SQFT 941/2" �-4— In, H Z% �� 1.50 SQFT 1/4 FLAT CUTOUT WHITE ALUMINUM 35" SIGN DESIGN FASTENER SCHEDULE (RACEWAY) WALL CONSTRUCTION HARDWARE DIAM. O -C. Spacing MASONRY (CMU- EFISIDRYVIT EFISIDRYVIT METAL PANEL Sign Package - FCO Letters: Provide Two(2) 1/4"0 Alum. All Thread rods welded to letter Max- Block) OVER min. 112" OVER GYPSUMI OVER METAL DRAWING NO. adhesive, fill drill holes and coat rods and letter backs immediately prior to 000000-00 installation. PLYWOOD DENSGLASS STUD DESIGNER Ramon COLOR: WHITE TRIM: 2" JEWELITE Date: 00.00.19 ONLY WITH BACKER THRU-BOLT 3/8" 26in. YES YES (MIN. N4" YES PLY'lu'OOD' POWERS DBL. EXPANSION 3/8" 34in. YES' NO PIG tic ANCHOR LAG BOLT 3/8" 26in.NO 1" SOLID WOOD tic NO PENETRATION RE(1'D TOGGLE BOLT 3%8" 13in. IF THROUGH BLOCK YES ONLY WITH MIN. 1,14"FACE PLlIIVGGD BACKER YES Tek -Serer 1/4" 26in. NO NO NO YES into 118" Alum cr 1116" Steel 1.) Fasteners shall be evenly spaced Top and Bottom w,14" Side end clearance. Th:ru-Box Framing with washer. 2.) Expansion anchors require a minimum 1-314" solid masonry embedment installed perReo-guide for wall construction type. 3.) Tek -Screw into Alum. Require SS Screw - Full Thread Embedment Required. 4.) Thru-Botts (All. -Thread Rods) into L2x2xaf16" StL Angle or 2x6 lumber spanning two(2) wall studs peNBott - Rod 5.) Brake formed raceway box is unacceptable without Structural angle framing at all corners or Gussets welded in at 24" O.C. 6.) Racway Box assumed to be, 7.110 Inches tall or greater is acceptable. 1 101 Z I SIGNS 16611 West Little York Rd Houston, Texas 77084 Tel: 713.232.0771 Fax: 713.550.1191 Project CLIENT Cube mart Engineers Connection Note: ADDRESS Provide Fasteners with washers using the fastener schedule for existing wall 2383 Mayport Road construction type to determine the fastener type, Max. O.C. bolt spacing and Atlantic Beach, FL 32233 Min. embedment to install evenly spaced along the top and bottom of each DESCRIPTION raceway box with a 4" Max. side end clearance. Sign Package - FCO Letters: Provide Two(2) 1/4"0 Alum. All Thread rods welded to letter backs, One(1) top and bottom at angle, into Min. 1/2" plywood with washers and nuts or into Min. 3/4" Plywood embedment with GE SCS 2000 Silicone DRAWING NO. adhesive, fill drill holes and coat rods and letter backs immediately prior to 000000-00 installation. RETURNS; 5" DEEP .063" ALUMINUM DESIGNER Ramon COLOR: WHITE TRIM: 2" JEWELITE Date: 00.00.19 COLOR WHITE FACES: TRANS WHITE POLYCARBONATE/ACRYLIC (MATERIAL VARIES PER SIGN SIZES) BACKS:.125" ALUMINUM STOCK WHITE ILLUMINATION: INTERIOR WHITE LEDS WIREWAY: ALUMINUM 2" DEEP X 7" TALL PAINTED: PTM WALL Approvals Client Approval Date Landlord Approval POWER SUPPLES: HOUSED INSIDE WIREWAY t Date tt v, �t MOUNTING: MINIMUM 3/8"X 5' FASTENERS ,•�� :c�• MUf;O FACE LIT CHANNEL LETTERS W/ WIREWAY- TYPICAL DETAIL < • `' NSF c's' Sign Specifications SCALE: NTS /yo 7044 DESIGN SPECIFICATIONS N uEDoc I ,� Interior Q Exterior IBC 2015 with FL amendmen($� FL Building Code 2017 6th Edition SIGN sr R raoressione�s O [ \F O D\F 2 HUM 1077 1 _ J ASCE 7-10 Mlmm�m QaslB�Lo<QSFor BerM: �saO her Svv rE. HO U�07731 �'- ACI 318-14 '- �(9�7 -8215 awm�"; coe<a<a�r.�<"rs ros �cor.�.<a< 9ssional Engineer- " E Lia #73432 2/28/2021 Q Non -Illuminated 0Illuminated O 120 Volts Amps O 177 Volts Amps O Amps Page 5 M1 OFFICE SIGN DESIGN SCALE: 1 1/2` M NEW ELEVATION SCALE: 3/1 &' PANEL: 63 MIL WHITE PANEL VINYL: 3M OPAQUE RED 033 MOUNTING: EXTERIOR WALL FLUSH STUD -MOUNT INTO STONE ALUMINUM PANEL - TYPICAL DETAIL SCALE: NTS (;:r!0100 EZZI 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.000-00 � DESIGNER Ral mon Date: 00.00. 19 Approvals Client Approval Date Landlord Approval Date Sign Specifications 0; Interior O Exterior 0 S\F 0 D\F O Non -Illuminated 0 Illuminated O 120 Volts Amps O 177 Volts Amps 0 Amps GENERAL: 1. ALL MATERIALS AND WORK SHALL CONFORP BUILDING CODE (IBC). 2. CONSTRUCTION METHODS AND PROJECT SA STRUCTURE AND DO NOT INDICATE METHOE NECESSARY PRECAUTIONS TO MAINTAIN AN CONSTRUCTION. THE EOR WILL NOT ENFOR( SHALL DESIGN, CONSTRUCT, AND MAINTAIN CONFORMING TO ALL LOCAL, STATE, AND FE REGULATIONS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMEN' OF CONSTRUCTION AND NOTIFY THE ENGINE THAT ARE FOUND. NOTED DIMENSIONS TAKI DRAWINGS. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEE SPECIFICATIONS SHALL BE BROUGHT TO THE ENGINEER SHALL PROVIDE A SOLUTION PRIG CONFLICT OR OMISSION. 5. WHERE NO CONSTRUCTION DETAILS ARE SHI ACCORDANCE WITH THE STEEL CONSTRUCTR MANUAL. 6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, TF AND CONSTRUCTION TO EVERY LIKE CONDITI INSTANCE. 7. ANY CHANGE TO THE DESIGN AS SHOWN ON DESIGN ENGINEER OF RECORD BEFORE CONS 8. WORK PERFORMED IN CONFLICT WITH THE S REQUIREMENTS SHALL BE CORRECTED AT TH 9. VERIFICATION: VERIFY ALL DIMENSIONS, ELEt NOTIFY THE EOR IMMEDIATELY OF ANY DISCF TO THE REQUIREMENTS OF THE APPLICABLE INTERNATIONAL :TY: DRAWINGS AND SPECIFICATIONS REPRESENTTHE FINISHED PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE ENSURE THE INTEGRITY OF THE STRUCTURE DURING SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR LL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR =RAL SAFETY AND HEALTH STANDARDS, LAWS, AND IONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO THE START ER IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE V THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND %TTENTION OF THE ENGINEER AND FIELD INSPECTOR. THE i TO PROCEEDING WITH ANY WORK AFFECTED BY THE WN OR NOTED FOR ANY PART OF THE WORK, CONSTRUCT IN iN MANUAL, 14TH EDITION OR 2010 ALUMINUM DESIGN E CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATING DN WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY THE DRAWINGS REQUIRES PRIOR WRITTEN APPROVAL FROM RUCTION. -RUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE EXPENSE OF THE CONTRACTOR. ATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. E PANCI ES. EXISTING CONDITIONS: 1. IF EXISTING CONDITIONS ARE NOT AS DETAIL.D IN THIS DESIGN, THE INSTALLER SHALL CEASE WORK AND NOTIFY MURDOCH ENGINEERING IMMEDIATELY. 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 THICKNESS 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 BE -N 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 NOTACCURATE, MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY. STEEL 1. STEEL SHAPES SHALL CONFORM TO THE FOLLDWING: ROUND HSS ASTM A500, GR B Fy=42 KSI MIN. SQUARE/RECT HSS ASTM A500, GR B Fy=46 KSI MIN. THREADED ROD F1:DS4 GR 55 Fy=55 KSI MIN. STEEL PLATE STD. ASTM A36 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 -CNP GALVANIZED PER ASTM F2329 UNO. 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO. S. NUTS SHALL CONFORM TO ASTM A563. 6. WASHERS SHALL CONFORM TO ASTM F844. 7. STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED PER ASTM A153 UNO 8. WELDING: a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1 AND AISC SPECIFICATION, CHAPTER J. WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING LOW -HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE. b. ALL SHOP AND FIELD WELDS SHALL BE P':ERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH ACTIVE STATUS AT TIME OF WELDING c. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELDS PER AISC SPECIFICATION, SECTION J2, TABLE J2.4 d. BASE PLATES SHALL BE WELDED ON TOI' AND BOTTOM WITH CONTINUOUS WELDS OF AT LEAST 1/4" (IF PLATE IS CUT TO FIT TUBE 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 8241 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. 5. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 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 CURRENTSTATUS 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 5. 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 BACKFILLTHE 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. S. 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 150 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. MURDOC ENGINEERIN SIGN STRUCTURE PROFESSIONALS GENERAL NOTES murdochengineering.com (973)570-8215 73 Paterson St. 2nd Floor New Brunswick, N1 08901 PREPARED FOR: ®r EZZI SIGNS PROJECT TITLE: CubeSmart PROJECT ADDRESS: 2383 Mayport Road Atlantic Beach, FL 32233 �� •• DC; .•�' C M 11 0 • EN INEE SIpt1 SJRU UEFROI'ES ONAL§ -- , 2 HUM BI;D CT. ` HO NJ 07731 vTJzazo J oth, Pti )= , jay..I ssional Engineer T12%en ON�\ 0Ak& io DESIGN SPECIFICATIONS IBC 2015 with FL amendments FL Building Code 2017 6th Edition ASCE 7-10 Minimum Design Lucas Por Burwing:Bou®.s"wrure. ACI 318-14 B.Baingc.a.R.y.i..m.nurorsrru<ru„iw,w:.:r. ANSI/AISC 360-10 DESIGN LOADS Wind Vult= 130 mph Exposure II Page 7 Risk Cat. I I