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FW-11-1202Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162934 Permit Number: FW -7 -11 -1202 Inspection Date: August 09, 2011 Inspector: Bruhn, Norman Owner: CHURCH, MIAMI SHORES DDCCDVTCDIAM Job Address: 9405 -33 PARK Drive Miami Shores, FL Project: <NONE> Contractor: HEVIA ALUMI Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number (305)751 -5917 Parcel Number 1132060141270 Phone: (305)638 -8635 Building Department Comments NEW GALVANIZED PICKET FENCE AND BLACK CHAIN LINK FENCING Passed Inspector Comments CREATED AS RE- INSPECTION FOR INSP- 161639. PERMIT PARKING LOT SIDE. (C_ (,F,71 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 10, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE ATTIRE OF FIRST INSPECTION PERMIT NO. fr 4) - 7— /1-' / 4AX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111 1111111111111 II11I IIIII 111111111111111111 CF'i4 2011.804.90020 OR ek 27767 Ps 2271 Ups) RECORDED 01/25/2011 11:14:53 HARVEY R1.IVI{�Ir. >CLERK OF COURT IIIAHI- DDAt'E COUNTY' FLORIDA LAST PAGE THE UNDERSIGNED hereby gives mice thaFimprovernents will be made to certain real property, and in aoi rdance with Chapter 713, FloridaStatutes, the following Information is provided in this Notice of Commencement 1. Legal descri tion of property and street/address: "nor raiZe. aiZIV a.‘4 l s l.o 3 A .... 3/3 2. Description of improvement: ,j ih i' ace above reserved wording officio 3. Owner(s) name and address : / i / Interest in property q4 .a s ... pArt 1?� r ta?'I: i Aorta Name and address of fee simple titleholder /4r(44t /JD/2C3 P/S t /4-.) 4. Contractor's name, address and phone number:... 4 1 M. t " ' / ;,.J . aK gg7 /�/e,J 4Y4+ .' y . . 5. Surety: (Payment bond required by :owner from contractor, if any) Name, address and phone number: Amount of bond Lender's name -and address 7. Persons Withirrthe State of Mende' designated by Owner upon whom notices or other documents may be served' as provided by Section 713:1 {1 j(a)7 Ainda Statutes Name, address "and phone number A)CX P yr `; 3320 td w 8. In addition to himself, Owners the following person(s) to receive a copy of the•Lienor's Notice, as provided irt,Section 71313(1)0), Fttrida Statutes: Name, address and phone number: 9. Expiration date of this`Notioe of Commencement {the expiration date is 1 year from the date of ,ecorsfing unt�s a ddferent date is aQecifiedj WATININO TO owh11 =R ANY. PAYMENTS MADE SY THE OWNER AFTER THE EX0RA'CION OF THE NOTICE OFCOMI CEMENT ARE CONSIDERED IMPROPER`. PAYMENTS UNDER OHAPTER T13, PART 1 SECTION 71313 FLORIDA STATUTES, AND OAN "RESU, LT BUR PA�IING" T1 lCE FOR improvErytEmp TO YOUR PROPER' A NOTIOE :QF C.OMMENopviu Ml1ST BE CARDED Af+ O'POSTED ON TT E JOti •i;ITIi PDRE THE FIRST INSPEC ION: `IF YOU INTEND TO OBTAIN FINANCING, 'CONS:ULT WITH YOUR LE[ DER OTi AN ATTO NEY BEFORE GOMMENGiA WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. root or (pawn ort wog SS gnature( m . e r e, e! ,4uthod Offcer/Directo r/Partner �t /i* S a af Prepared 13 Preps E $ Print Na ► Pnnt,h Title /Office' �1 J�2S '1�iIC>x? Gcr Title/ bTATE OF FL tt I. NTYOP Tie f • irtg yin; By Ate. f D indiVfdu. `Pest nt'was atiknoi r r 4> d eX PY'�" eicaoLLIwawomasis a7 . `twAIW A 411,02r ro(e'me this :02 S day of III igi at&e of iVot ry t io Print Nante: 3 (L) for fitifcation• • c- STATE Or pRIDA VERIFiC/1�ibN U�iStiANT Tb'SECTIbN 9�� �I.O�ibA STATUTES � `� ��1 _Halker ... . der pen es of-Orj ity;1 deoiare that 1 have ie fi the` t i ing a€ s E„s : Conaiussion # ti that the facts stated In it are true, to the best of my knowledge and belief y,.11.PI Q$ F:xPu1s. Si � riatur s of ?wne s Or � ct�tx i. P 9 ei) r{ Ovvrser{s) s u homed pffic: rl[ iredtor/PotootAilmager !ho .091,10. *or; . • ay_ By 1 4ir �r NSPECT,&, 1 Project Address . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 9405 -33 PARK Drive Miami Shores, FL 1132060141270 Block: Lot: MIAMI SHORES PRESBYTERIAN Owner Information Address Phone CeII MIAMI SHORES PRESBYTERIAN CHURL 601 NE 96 ST MIAMI 38 FL 33138 -2741 (305)751 -5917 Contractor(s) HEVIA ALUM! Phone (305)638 -8635 CeII Phone Valuation: Total Sq Feet: $ 9,000.00 850 JOB AT Approved: Yes Comments: PLEASE LOCATE THE FENCES ON A SITE PLAN. Date Approved: 7/21/2011 : Yes Date Denied: 7/7/2011 Type of Construction: Other Classification: Commercial Additional Info: GALVANIZED PICKET FENCE Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $5.40 $12.75 $12.75 $1.80 $850.00 $12.00 $7.20 $901.90 Available Inspections: Inspection Type: Final Foundation Pay Date Pay Type Invoice # FW -7 -11 -41359 07/07/2011 Credit Card 07/25/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 851.90 $ 851.90 $ 0.00 Tbr Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. July 25, 2011 2 1 1 t6rl_o6 wrp400 I y 11, -(2Dis-atul 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 BUILDING PERMIT APPLICATION FBC 20 Permit No. JUL 07 R T &jI I-\ZO2 -. Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Mt 11-1-1 53 ∎zEs Palt- ENTestt Phone#: Address: t•dPb 2— Se 9.to sr City: A' t S State: Zip: 3 313 c Tenant/Lessee Name: Phone #: 3°5 - 7 S-1-`1 s' Email: JOB ADDRESS: 99 OS Rr City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: 33 1 r' Is the Building Historically Designated: Yes NO 7< Flood Zone: CONTRACTOR: Company Name: I;evtc A t enin' " 4- Iron Work ,Inc. Phone #:( )63?) - g»b35 Address: 3 -a2D w 9-10- SI'rp e+ City: M; t,rn Qualifier Name: Rvb.r-i"o 14c vi w State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: NA state: f Zip: 3319 Z Phone #: 60S ) (0 39 e 536,36 Certificate of Competency #: � 6� 5$ % . -i Email Address: s., I P S C� he v�" ce, l ur 'wr, . tore■ Phone #: Ni1°I Value of Work for this Permit: $ q, #(-1-s-) Type of Work: Addition DAlteration Description of Work: hi 0v. 5 I va y-,,1 . P cI ri c kr•+ Square/Linear Footage of Work: 65() In 4ap ew DRepair/Replace DDemolition Fee.cr tn►,Ci bkck (6,1%. °JIn1( PF�Z� -�� *** x**** x** **** ** *** ***** * ***** * ** * * * *** *F ees ***********4.******************************** Submittal Fee $5) -' Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ` ��� Bonding Company's Name (if applicable) /toi Bonding Company's Address W /A City OP( State Pdirt Mortgage Lender's Name (if applicable) Mortgage Lender's Address fit /Pt City Nl� Zip NA State 1,1,/ Zip N/A 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 applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent ,s The foregoing instrument was acknowledged before me this L� day of "6U , 20 11 , by i)Av t N c who is personally known to me or who has produced 1 P�-- As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY NOTARY PUBLIC -STATE OF FLORIDA a'"• "'� = Con1�nSylvia lesion # Halter EE098053 'o'••,,.,.•�'� ExPihs: JUNE 08, 2015 Signature 70c4, Contractor -,y�, The foregoing instrument was acknowledged before me this 15 day of �v/ y , 20 // , by IZ o i -�-i \ 3V t A , who is personally known to me or who has produced "fl, as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Sign: Print: tip= r s /v Ahal-eit 1 fN TARYPUBLIC-STATEOFFLORID My Commission Expires :: ; \ Sylvia Halter Commission # EE098053 � ED v : JOE 08, 2415 ** �r,, * * * ** * * * * ** "Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060141270 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Job Address: 9405 -33 PARK Drive Miami Shores, FL Owner's Phone: (305)751 -5917 Total Square Feet: 850 Total Job Valuation: $ 9,000.00 Contractor(s) Phone Primary Contractor HEVIA ALUMI (305)638 -8635 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/21/2011: Yes Comments: PLEASE LOCATE THE FENCES ON A SITE PLAN. SHOW LOCATION OF RIGHTS OF WAY 7/21/11 NEW PLAN OK Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060141270 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Job Address: 9405 -33 PARK Drive Miami Shores, FL Owner's Phone: Total Square Feet: (305)751 -5917 850 Total Job Valuation: $ 9,000.00 Contractor(s) HEVIA ALUMI Phone (305)638 -8635 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: No Comments: PLEASE LOCATE THE FENCES ON A SITE PLAN. SHOW LOCATION OF RIGHTS OF WAY 3 - asc7_' -15 keto L'A...te`t Date Denied: 7/7/2011 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 561332 -9 BUSINESS NAME / LOCATION RENEWAL HEVIA ALUMINUM & IRON WORKS INC CC #EC03BS00883 585447 -7 3320 NW 54 ST 33142 UNIN DADE COUNTY 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST PURSUANT BE TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER HEVIA ALUMINUM & IRON WORKS INC Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY, OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/14/2010 60080000014 000075.00 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD HEVIA ALUMINUM & IRON WORKS INC ROBERT HEVIA PRES 3320 NW 54 ST MIAMI FL 33142 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY. 03BS00883 HEVIA ALUMINUM & IRON WORKS INC D B A • HEVIA ROBERTO Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09 /30/2012 10 -21 -2009 ALEX SINK STATE OF FLORIDA CHIEF PINANCALOPPIC RR 1 DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation jaw. EFFECTIVE DATE PERSON: FEIN: 10/21/2009 EXPIRATION DATE: 10121/2011 HEVIA ROBERTO 550843651 BUSINESS NAME AND ADDRESS: HEVIA ALUMINUM & IRON WORKS INC 3320 NORTHWEST 54TH STREET MIAMI FL 33142 SCOPES OF BUSINESS OR TRADE 1- GATE SERVICE /REPAIR 3- WELDING 2- ORNAMENTAL IRON WORK 4- FENCE ERECTION e IIVORTANT! Pursuant lo Maple: 440 . 051141. F.S., as officer of a corporofoo who elects exempiloo from this chapter by filing a certificate of election ender ibis section only not recover benefits or campeneation ander this dopier. Porooeet to Chapter 440.051121, F.S., CertlliciI s of election to be exempt... apply only willfn the scope of the bueisess or trade listed on the notice el election 10 he *sear. Porsaeel to Chapter 440.054I3), F.5., Notices of election to be eeempt and teNlIkeles of election to be exempt shall be sublet! to revocation 11, et any time eller the tiling of Ibe notice or the Issesnce of the certllicele, the person aimed os the notice or certificate no longer meets the regeiremems of Ills section for issuance 01 a cenifIcete. The depertmeot shell resole a certificate et any time for fellare of the person named on the cartllicele to meet the regeiremeets of Ibis section. )WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS, 1850) 413 -1605 PLEASE CUT OUT THE CARD BELOW AFO RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/21/2009 EXPIRATION DATE: 10/21/2011 PERSON: ROBERTO HEVIA FEIN: 550843881 BUSINESS NAME AND ADDRESS: HEVIA ALUM NU% & IRON WORKS INC 3320 NORTHWEST 54TH STREET NIAMI, FL 33142 SCOPE OF BUSINESS OR TRADE 1- GATE SERVICE/REPAIR 1- OR41AMMENTAL IRON WORK 3- WELDING 4- FENCE ERECTION IMPORTANT F Pursuant to Chapter 440.05114), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be H exempt_ apply only within the scope of the business or trade listed an E the notice of election to be exempt E Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the Issuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section far issuance of a certificate. The department shall revoke a certificate at amj time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (8501 413 -1809 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. MC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 EI 'T;NO. 3085447 . • �DNESS NAME ttOOATIdN F�f zA ,ALUMINU,M x,20 NW 54 ,1T JN(E;R :; HEVIA ALUMj'NUt THIS IS NOT A BILL — DO NOT PAY CC NO: 03BS00883 WORKS INC IRON WORKS INC !BACK OF ' ST OF ND (IPALItt] holder 4er must r'it) the city work is to be Ab&' TAX 18/2010 FIST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECFAIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD HEVIA ALUMINUM & IRON WORKS INC ROBERT HEVIA PRES 3320 NW 54 ST MIAMI FL 33142 14 07/07/2011 11:55 3058840446 FIRST GENERAL INSURANCE #3480 P.001 /001 Ac-cmos' CERTIFICATE OF LIABILITY INSURANCE Dore altiA/DONYYT) 07/05/11 MIS 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 EtELOW. THIS CERTIFICATE REPRESENTATIVE OR PRO IMPORTANT: /Ma =Mate boIdr IS an ADDITIONAL DISURED„.the poTtcy(ies) Must be endorsed WSLJROGAR0N IS WAIVED, subject to- ff* toms and °maidens of tho p4ucy, astakt poEMM s may requhe an endorsentant. A $18101116ta OR Ws muscat* does net confer rights to Me OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED IJCER. AND THE CERTIFICATE HOLDER certificate halm' hi Ow of sixth eadastonmafs). PRODUcsR Fast General Insurance 7900 MN 155 St, Sude 102 1MiaITtiLek$.F133016 Phone (305) 817-0303 DISURIEri Hoyle Aluminium & Iron Worksjdo. 13320 NW 54 St SMaml, FL 33142. 0VERAGES f Niue: 1 OtorrAoT ; FAX 1.. oic,jscisatP14°Ne q* 817-0303 : pic, No (308) 817'0333 f 1 "IAnnaress, .. cloomnafirstgenersTinstoaraes.emit 1 INSLIHMS) Ammonia covERAGE i ',RIMIER 8; NA= 0 Fax (305) 817-0333 I I. 46, : (3M UNDERWRITERS FINSURIM 0 S • 1. I.L. . 1 INSURIaR t : i INSESER F t (305) 638-8635 CERTIFICATE NUMBER-. REVISION NUMBER THIS is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAW BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD moicATED, No7wiTHSTANDINO ANY REQUIRBAENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS oERTIFICATE MAY BE ISSUED OIL MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL 71-1E TERMS, EirgLusiONS AND COMMONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, op mato= r onsaiwvoiADDLSBOR! policy tamaseR ____amemEnrol POLICY EFF 4.1 taisartyynnolleY BXF MOTS 1 omnalm. U- 1 EACH occuRRENcE 1,000,000.00 so oa c CO mLINERAt GENERAL LIATJIY moms:, .:•isunerce - r outuviSmADE A I r--: GM-000002982 opIER•ti, AoonsoATE I $ 2,000,000.00 Hrl GENI. AGGREGATE LINT Afi Loo NABS PER Wgi- 0 I LOC mw. two ExP ono whom) 5-000-00 09/18/2010 09110/2011 • I raisomu. a AfN Naar( s 1,000,000AV ; I PRODUCTS-COMP/0P AGOI $ 1 .000,00(100 1 $ liarecatitracaz. Law s AtIromoisi.E LIABILJTY n Arayauro I r--z AL to , SCHIIDIRE AUTOS L.J AVMs 11 11.1 MED Au-Ms 0 AuTMONos-OWNED I Q 1 u/IBREUA Mg 0 ocicuR al mcessum ets_atv ! Ego Re-maims tiolausts thuliunos AND EMPLOYERS' LABILITY PROPRIETOR/PEVWCUTIVErIN OFFICER/NOBIBER NIA re8, deQibe seeder • ON OF OPEBATIONS Wow EMORY INJURY(Perpeesen) S 1 soctLY INJURY (Piaramicret4 $ PROPERTY DAMASE DESCRIPtioN o OPBRATIONS LOCI /YOWLER fath ACOACI 101. Additional Remarks Sehodiska. ff more space is WOW()) CERTIFICATE HOLDER MIAMI SHORES V11.1.AGE 10090 NE 2 AVE MIAMI.FL 33136 ACORD 25(2010105) CIF $ is 1.F.4cti OCCURRENCE ' $ AGGREGATE f r • WC STA-R.i- OTH- f 4— mamas E.L EACH ACCIDEIff $ E.L DISEASE -SAEMPLOYEE $ ea_ DISEASE - PaLICY $ C.ANCELLAT1ON I organ Amy 0F The ABOVE DESCRIBED POLICIES NE CANCELLED WORE THE ExPIRATION DATE THEREOF, NOME lAIRL BE 1 ACCORDANCE WITH THE POLICY PROVISI0Ns. 1908.2010 ACORD The ACORD name and logo are istered marks of ACORD T! PI( All rights reserved. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2001. 2. IT IS 714E INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER - GROUND FACILITIES PRIOR TO THE BEGINING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN T14E EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT 514ALL SE T14E RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY . TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 1. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR 514ALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER 10.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS 514ALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. ALL CONCRETE 51-1ALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 14. CONTRACTOR 51-1ALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AF TER COMPLETION OF WORK 15.DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED 8Y THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 16.DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH • SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. STRUCTURAL STEEL 1. STRUCTURAL STEEL HAS SEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: TYPE ALL STANDAR STEEL SHAPES STRUCTURAL TUBING STEEL PIPE ANCHOR BOLTS BOLTED CONNECTIONS ASTM GRADE A36 4500 4501 4301 A325 -N 36 K5I S 46 KSI 36 KSI 3. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS CODE. ALL WELDS SHALL USE E10XX ELECTRODES. 4. ALL STEEL TO 5E GALVANIZED. 5. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH ALKALI - RESISTANCE COATINGS, SUCH AS HEAVY - BODIED BITUMINOUS PAINT OR WATHER -WHITE MOTHACRYLATE LACQUER STEEL CONNECTION Ili/STEEL SHALL BE PAINED WITH 850 -Y -01 FAST DRY ZINC PHOSPHATE. 6. ALL CONNECTIONS TO 5E WELDED WITH FILLET WELDS 1/4° MIN. WELD SIZE, TYPICAL U.N.O. 1. FLORIDA BUILDING CODE ,2001 EDITION. LOADS: FENCE AND DOORS WIND LOAD AS PER ASCE 1 -05 IMPORTANCE FACTOR= 0.11 (146MP1-1) / 0S1 (90MP14) i11::› =0.85 8. QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. 9. ALL DIMENSIONS TO BE SITE VERIFIED. NOTE: -ANY CORRECTIONS,INK MARKS,WHITE OUT OR STI WILL BE VOID ti_j 2 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STAFF AND COUNTY RULES AND REGULATIONS NTY L JUL 773 ^ W zo 1 4 2 5 0 § IV O a` RAILING SHOP DRAWING a HEVIA ALUMINUM & IRON WORKS 201 1 Ag toll r ill ®e,, le le P :....... `,,o, Q°.••�, C ENS 0 ® ®® a ks ,� N •. f- 9 . * ' *® S -0 210' -0' 10' -0' GATE 10' CAS FLAN VIEW SCALE: 1/16' =I'-0' GALVINIZED PICKET FENCE, SEE DETAIL A/5 -3 4 A/S -4 -x x -x -x -x -x -x -x -x -x -x -x -x -x - =x — —x X X -X -X -X -X HEIGHT CHAIN LINK GATE 6' 8' HEIGHT CHAIN LINK x —x —x —x x —x x 1 i 1 tl Z N �U r 0 RAILING SHOP DRAWING ki HEVIA ALUMINUM & IRON WORKS S -1 LINE POST CAP S -2 6' -0' (MAX) 6' -0' (MAX) IL 114 5I-4D - 2.21 LBS/Fr • ABRIC TIE 9Ca 624'O.0 RAILS 014 °O.0 POSTS POST CAP (PRESSED STEEL) ORNER END POST 21/2' 61-11D-40 5.19 LBS/FT +AIN LINK ` FABRIC. IL 1P/4' 61 -4D -40 221 LBSIFT OST 21/2' 5I-41D -40 5.19 LBS/FT 1' -6' 6' -0° (MAX) 6' -0° (MAX) l TENSION BAND 6)14' O.C. 000 PSI CONCRETE FOOTING 18'x18'x3' -8' DEEP (T' P) SFT FENCE TYPICAL ELEVATION SCALE: 1/2' =1' -0' IL 11/4° 81 -4D -40 221 LBS/FT OST SHD -40 5.19 L155/Fr OST CAP (PRESSED STEEL) TENSION BAND 6)14' O.C. 3000 PSI CONCRETE FOOTING 18'x18'x2'-5' DEEP (TYP) E5lE3 � 4FT FENCE TYPICAL ELF 4A' �P'y ►�.,.,, -2 5; 'V a'®.® si • i *e No 59399 : *® e ®:_ STATE OF �� �`s: --,5 • <•0 R 10 . • 4 b �oe 0s, ®NA LgsNC� `‘, sole W CI. 0-115 WZ ur 1 a E 4 z RAILING SHOP DRAWING 0 HEVIA ALUMINUM & IRON WORKS S- 2 6' -0'(1" IAX) 1/2' 4' N 21/2'x2 "2 ° FENCE POST 5' -1° 2 1/2' k 1 •1. 2' -9 1/4° 6' -5° 2' -9 1/4° 2'4 l' -6' ...................... (A TYPICAL FENCE AND yLtTE ELEVATION MOUNT SHOE CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) I'xl'4' � 2 ��2'x2 �i2'x STEEL FENCE PICKETS POST 3000 PSI FENCE CONCRETE FOOTING 18'xI8'x3'- 3'DEEP (TYP) 2 ti °x2 1/2°4' FENCE POST (TYP) SCALE: 3/4'=1'-0' 6' -0' (MAX) I 5' -1° r 2'x1 °4° STEEL BOTTOM RAIL 1/2' k 'xl'4' STEEL TOP RAIL 15(1'4' STEEL INTERNED ITE RAIL o 'J' BOLT HINGE (TYP) MOUNT SHOE CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) ALL GATE CONNECTIONS TO BE i' ALL AROUND FILLET WELD 3000 PSI GATE CONCRETE FOOTING 18'x18 °x3' -9° DEEP (TYP) 1 2' -9 1/4' 6' -5' 2°x2.4. GATE FRAME (TYP) 3000 PSI -' GATE CONCRETE FOOTING 18'x1S'x3' -9' DEEP (TYP) 711 1' -6' ltd 12'2 2' -9 1/4° 12r ° 1 1 MOUNT 1'x1 °4° STEEL 2'x1'4' I SHOE PICKETS (TYP) STEEL I L -1 (TYP) RAIL L (TYP) J B 71'PICAL FENCE AND CaATE FLAN VIEW • 5 -3 / SCALE: 3/4°=11-0° 2'x2'4' GATE FRAME (TYP) 2'X1'4° STEEL GATE RAIL (TYP) a i a 4 z 0 RAILING SHOP DRAWING ZO w U z w �1-- Y U a HEVIA ALUMINUM & IRON WORKS ° °J' BOLT HINGE (TYP) `e��oao �'� ,,%%%SSA R. 4 1 ©6) 45 * • • No 59399 ST ,ATEy :OOH••, x` OF �i����•'<9RIOP.•. o S- 3 al 41. 41 II II 11 II II II II 11 II II II II II II II II II 11 II II II II II dll 11 ill l' -6' ...................... (A TYPICAL FENCE AND yLtTE ELEVATION MOUNT SHOE CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) I'xl'4' � 2 ��2'x2 �i2'x STEEL FENCE PICKETS POST 3000 PSI FENCE CONCRETE FOOTING 18'xI8'x3'- 3'DEEP (TYP) 2 ti °x2 1/2°4' FENCE POST (TYP) SCALE: 3/4'=1'-0' 6' -0' (MAX) I 5' -1° r 2'x1 °4° STEEL BOTTOM RAIL 1/2' k 'xl'4' STEEL TOP RAIL 15(1'4' STEEL INTERNED ITE RAIL o 'J' BOLT HINGE (TYP) MOUNT SHOE CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) ALL GATE CONNECTIONS TO BE i' ALL AROUND FILLET WELD 3000 PSI GATE CONCRETE FOOTING 18'x18 °x3' -9° DEEP (TYP) 1 2' -9 1/4' 6' -5' 2°x2.4. GATE FRAME (TYP) 3000 PSI -' GATE CONCRETE FOOTING 18'x1S'x3' -9' DEEP (TYP) 711 1' -6' ltd 12'2 2' -9 1/4° 12r ° 1 1 MOUNT 1'x1 °4° STEEL 2'x1'4' I SHOE PICKETS (TYP) STEEL I L -1 (TYP) RAIL L (TYP) J B 71'PICAL FENCE AND CaATE FLAN VIEW • 5 -3 / SCALE: 3/4°=11-0° 2'x2'4' GATE FRAME (TYP) 2'X1'4° STEEL GATE RAIL (TYP) a i a 4 z 0 RAILING SHOP DRAWING ZO w U z w �1-- Y U a HEVIA ALUMINUM & IRON WORKS ° °J' BOLT HINGE (TYP) `e��oao �'� ,,%%%SSA R. 4 1 ©6) 45 * • • No 59399 ST ,ATEy :OOH••, x` OF �i����•'<9RIOP.•. o S- 3 '4- 10' -0' 2 1/2' ZNI ' 12 4' -r, 3/4' 4' -6 3/4' 4 11 11 11 11 41 11 t t t 1' -6' 2 1/2'x2 1/2'x' FENCE POST (TYP) 1'x1'4' STEEL PICKETS (TYP) 2'x2'4' GATE FRAME J TYPICAL GATE ELEVATION S -4 3000 PSI GATE CONCRETE FOOTING 18'x18'x3' -9' DEEP (TYP) SCALE: 3/4'= I' -0' 3000 PSI -' GATE CONCRETE FOOTING 18 °x18'x3' -9' DEEP (TYP) 2 'x2 1/2'4' FENCE POST STEEL INTERMEDITE RAIL ' 'J' BOLT HINGE (TYP) 2'x1'4' STEEL RAIL (TYP) MOUNT S1-10E CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) ALL GATE CONNECTIONS TO BE it' ALL AROUND FILLET WELD 2 I/2'x2 1Y2+* FENCE POST (TYP) 'xl'' STEEL PICKETS (TYP) 4 / / \ TYPICAL CRATE 1 L 4N VIEW S -4 / ALE :3 /4' =1' -0' MOUNT SHOE CONNECTED TO POST W/2 10 -12 TECK SCREWS (TYP) Aso \S SA l� •iii =33: * :� O STgTE O .;� •��S .0 R1 p,...\tk, # °11 ,ANA' 04 ,,‘ s z W zcL Wt ;tc� 1 1 a 2 3 N 0 a` RAILING SHOP DRAWING HEVIAALUMINUM & IRON WORKS Pq iele 161g S -4 3Q5.599 8133• 305- .8076 www east eg corn • Y ww 4O years corn