Loading...
SGN-12-966Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 174137 Scheduled Inspection Date: June 11, 2012 Inspector: Bruhn, Norman Permit Number: SGN -5 -12 -966 Owner: Job Address: 9031 -9069 BISCAYNE Boulevard Miami Shores, FL 33138- Project: <NONE> Contractor: JW BERRY SIGNS Permit Type: Sign Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)779 -8040 Parcel Number 1132060110051 -31 Phone: (352)728 -1119 Building Department Comments CHANNEL LETTER HOOK TO EXISTING ELECTRIC Passed, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ((/ June 08, 2012 For Inspections please call: (305)762 -4949 Page 15 of 28 BUILDING PERMIT APPLICATION Master Permit No. FBC20t Permit Typ UILDINCN ROOFING OWNER: Name (Fee Simple Titleholder): ®iL aJ' Age"- /+e"- les 't hone#: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. RECE MAY 2 5 2012 ( (0 Address: &Pi°___ILE. lo1J~ 54 -F_E City: \, iCt _tY\, (` State: I Zip: 33 L b 1 Q Tenant/Lessee Name: ' //-`` — g (1 �' u 111 b ULGl £ Phone#: '3O5 sO ' 'Olaf Email: /m /U`gg as- ed cr/An / JOB ADDRESS: 1101A 9o']i 6tc8a e i31,OA1 City: Miami Shores County: Miami Dade Zip: 331 3 •5' Folio/Parcel #: 1/" 3L21- 01/- Is the Building Historically Designated: Yes NO ✓--" Flood Zone: CONTRACTOR: Company Nami de_frq 3gAS Address: e stf-U V'e (` 9/$ City: ,/ L L¢' ,State: c Qualifier Name: A rj () d i State Certification or Registration #: /a DeOva (Oq Phone#:36/-- Zip: 2 Phone#:. -- 7c911—///9 Certificate of Competency #: Contact Phone#: 3.5p- 4 11 1 ' Email Address: ! ' t �Z DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ `G Lb V - Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration / ` Chew U�, ORepair/Replace Description of Work: /7/ gi/I G >,� / C e T 11 _� e .6 �Lefrt - UDemolition *******+ x******* ******** ****** *+ x*** * ****Fees**z****** **** * * **** Submittal Fee $, c ' Permit Fee $ Do Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applican promise in good faith that a copy of the notice of commencement and construction lien law brochure ' e delivered to whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc' ' 'nt m t be po for the first inspection which o s seven (7) days after the building permit is issued. In absen inspection will not be a %s' ' - - , and a reinspection fee will be charged. lli Owner or Agent The foregoing instrument was acknowledged before me this nifta A. day of _, 20 _, by Aa 'Q who is personally known toter who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: S61/41;1111 a �QtL€.line_ L My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPROVED.BY Notary Public State of Florida . Jacqueline Ortiz TMy Commission EE 189537 !% Signature The fore day of why 's 6—/`e( Plans Examiner s. at posted ce per') job otice, ORIN oing ins Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Contractor exit as acknow • ed before me this , 20/ b own to m .r as ide NOTARY / Sign: Print: My Commission Expires: ,,e ho has produced ation and who did take an oath. VALERIE A. TEICHMANp e NOTARY PUBLIC ' STATE OF FLORIDA it a Comm# EE130660 1r� **Ex II* 3�. �-2 Zoning Clerk SHORE SOUARE PROPERTIES, LLC 696 N.E.125t Street Miami, Florida 33161 April 16, 2012 Re: Pinch A Penny 9069 -9071 Biscayne Blvd Miami Shore, FL 33138 To Whom It May Concern: Please be advised that Shore Square Properties, LLC as owner of the above referenced property, hereby authorized Berry's Signs to apply for permits, and acknowledges that new signage will be installed at the above referenced location under the following conditions; (a) Contractor acquires the required permits and performs the work to code and in a professional manner; (b) Contractor acknowledges that Landlord has no financial obligations to Berry's Signs (contractor) or its subsidiaries or to Pinch A Penny (Tenant) shall be solely responsible for all expenses pursuant to this job. This authorization is subject to approval by the appropriate governmental municipalities. STATE OF FLORIDA ) COUNTY OF MIAMI -DADE ) I HEREBY CERTIFY that iafT) ,NZ,frpt,. to me personally known or who has/have produced as identification and who did take an oath., this day acknowledged before me that they executed the foregoing document this 1A- day ofci 1 , 2012. My Commission Expires: Ra CERTIFICATE OF LIABILITY INSURANCE 13�i �M IDNYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown of Florida, Inc. 900 N 14th Street PO Box 491636 Leesburg FL 34749 -1636 CONTACT NAME: Travis Chilers PHONE FAX (A/C. No. Ext):152- 787 -2431 (A/C,No):352- 787 -9922_ ADDRESS: Travis.Childers@bbleesburg.com PRODUCER CUSTOMER ID #: 11013 INSURER(S) AFFORDING COVERAGE NAIC # INSURED JW Berry Signs, Inc. P.O. Drawer 491500 Leesburg FL 34749 - INSURERA:Westfield Companies 24112 INSURERB:Brjdgef±eld Employers Insurance Co 10701 INSURER C: EACH OCCURRENCE INSURER D : X INSURER E : $ 100, 000 INSURER F : CLAIMS -MADE COVERAGES CERTIFICATE NUMBER: 1264214527 REVISION NUMBE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POUCY NUMBER POUCY EFF (MM/DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CWP3956707 10/28/2011 10/28/2012 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100, 000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY- . $1, 000, 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPUES PER: PRODUCTS - COMP/OP AGG $2,000,000 7 POLICY JE OT- LOC $ A AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CW1,3956707 10/28/2011 10/28/2012 COMBINED SINGLE LIMIT (Ea accident) $1, 000, 000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ X $ $ UMBRELLA UAB EXCESS UAB — CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ g WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, descnbe under DESCRIPTION OF OPERATIONS Y / N N 1 A 083024648 3/1/2012 3/1/2013 WCY IMU- T ER EL EACH ACCIDENT $1,000.000 E.L. DISEASE - EA EMPLOYEE $1, 000, 000 below EL DISEASE - POLICY LIMIT $1, 000, 000 DESCRIPTION OF OPERATIONS/LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) - Jay 0 Berry State License # ES12000309 . - CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 Northeast 2nd Avenue Miami Shores FL 32750 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED . IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 2 of 3 5/29/2012 Page 3 of 3 5/29/2012 360 in Lighted ch. let rs, FZh Si to be centered horizontally and vertic fvl y Gold jewelite trimcap, bronze aides /return, APPROVED ONING DEPT 1- -- d3LDG DEPT l tor,. village `> UE3JE CT TO COMPLIANCE WITH ALt ,, FEDERA oss store front n_' i AND CC-MINTY RULES AND REGULATIONS L E D. CHANNEL LETTER ON RACEWAY 1. 3/16" THICK ACRYUC LETTER FACES 2. 1• RETANER CAP 3. u APPROVED IRAILFORIN 1120v 6601- 120roc) A.. Cf NC1WEN ONRACEMPIYE1D 5. r DER ALUMINUM REMN PANED 6 ✓r XMALUMNA RACEMNY MIMEO TO MUCH BINDING+ FMc16 1. A r a c H m e I I N K O M E Wity ACCOISNG1000PJOLIIONSOF FACIA !. MAW EIEC1I AL S1iRY P6AE CC DUR 9, MOW EIEC113CAL JRKRON ROOT .Sej-r'� Signs vNww.iwberrysigns.com P.O. Drawer 491500 Leesburg, FL 34748 728 -1119 FAX (352) 728 -8669 www.jwberrysigns.com mail @jwbenysigns.com This design is the properly of J.W. Berry Signs Corporation and cannot be used or distributed without the DRWG.t 0000 DATE: 1D- 04 -11, REI.OATE 04- 13 -12, 04- 24 -12, LOCATION: FILE: Pinch A Penny 213 Mel Shores SALES REP.: Jay DRAWN BY: Jeremy SCALE: NTS PAGE#: 1) 01 111 Client. • 3/8" THROUGH BOLT (PREFERED METHOD) CONCRETE OR CMU RACE WAY FRAME, CLIP OR BAR 2° WASHER ON BACK OF WALL WOOD OR STEEL FRAME RACE WAY FRAME, CLIP OR BAR 2x4 BACKER ON BACK OF WALL 3/8" EXPANSION SHIELD 3000 PSI CONCRETE RACE WAY FRAME, CLIP OR BAR 2 1/2" EMBED. DEPTH 1/4" SDS SCREWS WOOD FRAME RACE WAY FRAME, CLIP OR BAR 2 " MIN. THREAD PENETRATION NOTE: SDS SCREW MUST BE IN THE CENTER OF WOOD STUD 3/8" TOGGLE BOLT HOLLOW CMU RACE WAY FRAME, CLIP OR BAR WOOD C^. STEEL FrS ..E WAY FRAME, CUP OR BAR 7/16° OSB, MIN. 1/4" SIMPSON TITEN OR TAPCON CMU OR CONCRETE RACE WAY FRAME, CLIP OR BAR CMU 1 1/4" EMBED. DEPTH OR CONCRETE 1 1/2° EMBED. DEPTH NOTE: SIGN LETTERS ARE TO COVER LESS THAN 50% OF 48" TALL GROSS AREA OR USE DOUBLE REQUIRED NUMBER OF FASTENERS. EXAMPLE: IN DRAWING ABOVE LETTERS "LT" ARE 50% OF GROSS AREA GROSS AREA FASTENER SPACING (SEE TABLE) MAXIMUM WEIGHT OF LETTERS & RACEWAY IS 40 LB PER FT SiGN CABINET (BY OTHERS) SHEET METAL RACE WAY (BY OTHERS) OPEN AREA >50% OF GROSS AREA OR DOUBLE FASTENERS TYP. FASTENER ATTACHMENT & WALL TYPE OPTIONS (2) FASTENERS SPACED 7" VERTICALLY MIN. AT EACH LOCATION (SEE TABLE FOR HORIZONTAL SPACING) E WAY id MANUAL DISCONNECT (BY OTHERS) SHEET METAL RAC (BY OTHERS) SIGN CABINET (BY OTHERS) DEPTH Vs rs.cS EXPO"-:, c-Ar. , INERS r OR BAR O SCALE ATTACH EACH LETTER TO RACEWAY w/ (4) #10 SCREWS TOP OF RACEWAY AND (4) #10 SCREWS BOTTOM OR RACEWAY (USE DOUBLE THE FASTENERS IF LETTER COVERS OVER 50% OF AREA) (2) FASTENERS SPACED 5" VERTICALLY MIN. AT EACH LOCATION (SEE TABLE FOR HORIZONTAL SPAC::.,) ATTACH EA LETTER TO RACEWAY w/ (4) #10 SCREWS TOP OF RACEWAY AND (4) #10 SCREWS BOTTOM OR RACEWAY (USE DOUBLE THE FASTENERS IF LETTER COVERS OVER 50% OF AREA) SIGN CABINET (BY OTHERS) SHEET METAL RACE WAY (BY OTHERS) MANUAL DISCONNECT (BY OTHERS) DEPTH VARIES CONCEALED FASTENERS THRU BACK OF RACE WAY NOT TO SCALE FASTENER WALL ALLOWABLE LOAD HORIZONTAL SPACING 7" VERT. SPACING THRU CLIP OR BAR 5" VERT, SPACING THRU BACK OF RACE WAY 3/8" THRU BOLT A307 CMU 1 BRICK CONCRETE STUD wl OSB STUD w12X4 BACKER 500 LB 48" OC 37" OC 3 /8" LAG wl SIMPSON SMSA37 CMU 250 LB 26" OC 18" OC CONCRETE 585 LB 48" OC 44" OC 1/4" SIMPSON SDS 2" THD PENETRATION SPF 240 LB 25" OC 18" OC SYP 345 LB 36" OC 28" OC 3/8" TOGGLE BOLT 080 200 LB 21" OC 15" OC CMU 300 LB 31" OC 22" OC 114" SIMPSON TITEN OR TAPCON CMU 1114" EMBED. DEPTH 150 LB 15" OC 11" OC CONCRETE 1 112" EMBED. DEPTH 365 LB 38" OC 2r OC General Notes 1. SCOPE OF WORK NOTE: This document establishes minimum requirements for attachment of generic signs to existing walls based on specified wind and gravity Ioads.Sign faces, letters, cabinets, raceways, and attachment brackets are structurally and electrically designed by the sign manufacturer and are specifically not responsibility of thls engineer. Size, solid area, and weight of generic signs is limited as specified in the generic outline drawing. Existing walls are specifically not responsibility of this engineer. In fact materials and construction of existing walls is not known at the time of this seal; for this reason various attachment options for various wall construction types are specified. It is the sign installers responsibility to select an approved attachment detail based on the existing wall type. It is the building Inspector's responsibility to verify existing wall construction and proper selection and Installation of attachments conforming to this generic attachment engineering. 2. Construction Drawing Information a Basic Wind Speed, V = 170 MPH (3 second gust, 33ft, Exp. C). b. Risk Category 11, (MRI = 700 yr.) c. Wind Exposure = C, (owner & sign installer must verify) d. Wind Directonality Factor, Kd = .85, (solid/open freestanding or attached signs) e. Internal Pressure Coefficient, Cpi = NiA, (does not affect fasteners Toad) f. Topographic Factor = 1.0, (owner & sign installer must verify) g. Gust - Effect Factor, G = .85, (rigid structure) 3. Wind loads for Components and Cladding are determined using ASCE 7 -10, Chapter 30. a Sign Height = 30 it max b. ASCE 7 -10: Fig. 30.5 -1, Components and Cladding - Method 1 Zone = 5, Effective wind area = 10 ft2 Mean roof height = 30ft, Exposure = C Net Design Pressure (Pnet) _ -65.15 psf x 1.4 = 91.21 psf Factored Wind Pressure = Pnet x .6 (Allowable Stress Design) x .5 = 27.4 psf if letters are 50% of gross area 4. 2010 Florida Building Code, ASTM specifications, ACI -318 for reinforced concrete, American Welding Society Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings, 5. Wall material specs for attachment only: (Building design and structure is by others.)a° a. CMU shall be 8" ASTM C90 with fasteners in 1.25" face shell. b. Wood framing shall be 2x4 SPF, 0.42 s.g. with fasteners in mid 1/2" of 1.5" edge. c. Cold Formed Steel Framing shall be .033°, 36ksi with fasteners in flange. d. Wood Structural Sheathing shall be 7/16" OSB or plywood. e. Concrete shall be 3000 psi min compressive strength. 7. Contractor shall verify all wall materials and construction, dimensions, and conditions in the field before erection and notify the engineer of any discrepancies. 8. Fasteners: a. 3/8" A307 steel through bolts (For CMU, concrete, wood frame, and steel frame) Install 2x4 on back side of wall if frame construction, or 2" washer if CMU. Allowable tension load = 500 Ib b. 3/8 long lag screw expansion shield (Simpson SMSA37): (For. concrete, CMU, and structural brick) Drill 5/8" hole, blow clean, tap anchor flush with surface, insert 3/8 -16 screw and tighten. Bolt must engage min 2/3 of threads. Allowable tension load in brick or • mortar is not specified by Simpson. DO NOT USE LAG SHIELDS ON BRICK OR STONE VENEER. Allowable tension load in 3000 psi concrete = 585 Ib c. 1/4" x 3" Simpson Strong - Drive@ screw (SDS): For wood framing. Drive screw into wood stud using drill /driver. 1/2" edge spacing and 2" thread penetration minimum. Use longer screw if required for2" penetration. Predrill w/ 5/32" bit in SYP, SPF does not require predrill Allowable tension load w/ 2" thread penetration = 345 Ib in SP / 240 Ib in SPF d. 318" toggle bolt For OSB and Hollow MU. Not allowed in Gypsum board. Drill 7/8" hole thru CMU face or OSB. Insert wings thru hole until wings spring back _ fully against inside face of wall. Tighten bolt. Allowable tension load: In 7/16° OSB = 200 Ib; in hollow CMU = 300 Ib e. 1/4" Simpson Titen or Tapcon: For concrete and grout filled or hollow CMU Drill 3/16" hole. Insert Tapcon Into hole and tighten using drill / driver. ° Allowable tension load: in 3000 psi concrete = 365 Ib; in hollow CMU = 150 Ib f. #10 Stainless steel sheet metal screw: For .040" aluminum letter screwed to .065" aluminum raceway (30 ksi minimum). Nominal screw dia 0.190, Head dia 0.375, minimum of (3) exposed threads Allowable tension load: 74 Ib CERTIFICATION: i hereby certify that the accompanying Wind Load Analysis demonstrates compliance with 2010 Florida State Building Code, Section 1609, to the best of my knowledge. LIMITATION: This design is valid for one sign, at specified location. In case of conflict, structural requirements, scope of work, and builder responsibilities control. Berry Signs Phone: (352)728-1119 Fruitland Park, FL Generic Wall Sign Engineering (48" Raceway) Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32056 Phone: (386) 754 - 5419 Fax: (386) 269 - 4871 Email: engineer @mysignengineering.com Web Site: www.mysignengineering.com PRINTED DATE: • March 14, 2012 DRAWN Y: Evan Beamsley CHECKED BY: Mark Disosway P.E. FINALS DATE: 2012-03-14 JOB NUMBER: 1203044 DRAWING NUMBER s -1 OF 1 SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: J/ Date: Permit #: Planning & Zoning Critique Sheet 3G //2 41,1v enxtj RA Q, Review Completed by: David A. Dacquisto