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RC-14-1151Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218684 Permit Number: RC -6-14-1151 Scheduled Inspection Date: August 28, 2014 Inspector: Rodriguez, Jorge Owner: DURINI, EDUARDO Job Address: 1085 NE 97 Street Miami Shores, FL 33138 - Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)906-2145 Parcel Number 1132050170080 Contractor: O B CONTRACTOR INC Phone: (786)586-6950 suuamg uepartment comments REMOVE AND REPLACE KITCHEN CABINETS AND Infractio Passed Comments KITCHEN WINDOWS I INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 27, 2014 For Inspections please call: (305)762-4949 Page 21 of 27 BUILDING PERMIT APPLICATION Miami Shores Village='T JUN A � 2094 Building Department , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: _ ____ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20,K) Master Permit Nol'-"C' mI1 -sl Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: MU l� NE q3*11 City: Miami Shores County: Miami Dade Zip: a 3 i Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): &_6L9kiC1C3 DLL ►r1 Phone#: Address:_ 10NE CIVI-� City: Mi (i, 1 State: t: L Zip: : i 13 TJ Tenant/Lessee Name: _ i�_�t Phone#: Email: L IA Cl UnD ChU i n 1 (Ci a-1 I (.L� - CONTRACTOR: Company Name: 0, .8. eOyT x_,t c7'Cd &j _TAj C Phone#: '7cP 6— a 6 - 6 910 Address: 6 SA.) W 6 2 J1 u e City: " I A j--/ / -State: 1=1 Zip: 33 J2 6 Qualifier Name: L A 7 A a O 0. Div to 4 0 0 Phone#: 7p6-J_d'6 _ 6 74-0 State Certification or Registration #: 66 C - 6-141 9 1- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone Address: !� , cm City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New 19 Repair/Replace ❑ Demolition Description of Work: 12c -mow e &R& i c c 1,-1'7-C-1-1 6; Q C -6 /X)cc T-' A&M ®UF tC-P(0CC- K/'TCttf,J W/Ajt)®C.e)-f ACEg�.c!7 / fAcr G¢//0yNAJS Specify dolbttf coloei fiiwi Submittal Fee$ Permit Feerv$ CCF $ CO/CC $- Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3 •S Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip r 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 Signature OWNER or AGENT CO OR The foregoing instrument was acknowledged before me this day of N , 20 IN by �CJet <v> , who is personally known to Lt�Cr,� ,® me or who has produced 'FLbLk b 6SD ZIZ—Ts- t sS� s identification and who did take an oath. NOTARY PUBLIC: Sign: t� Print: C'IDsb czt�;'3c�o LL Seal: CRISTM CORBACHO ~' tZ MY COMMISSION # EEINAN LXPOWS JM" 02.201? APPROVED BY r (Revised02/24/2014) The foregoing instrument was acknowledged before me this day of ? , 20 , by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: r Seal: ANDREA FEUZARDO .� MY COMMISSION #FF103925 398 0153 FlortdeNn Com Plans Examiner Structural Review as Zoning Clerk Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,oy u may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ftner j� Contr ctor Print Name: y� �e 4U,?,n0 D ! Print Name: L A 2 (x 0 • L96464-00 Signature: - Signature: _ P, " - State of Florida) � '' �G y ""� State of Florid&) % iL� X County of Miami -Dade o County of Ivliami- de) �- Sworn to and subscribed before me this Sworn to and, subs ribed before me this �- day of -Jd�e'- , 20 j. day ofy , 20 By eco r4:! � II -Jo By /47-7 'Z.�,(J� ANDREA FEI.IZARDO FELIZARDO (SEAL) + • COMMISSION #FF10=5 (SEAL) E'a!Ye�,c, ANDREA Type of Id n DSS March 19.2018 Tvge of -Id c �rc9�uR A IN r Report Viewer 3 { 1/1/ m 6:5t) n =A==vn'1VCR STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION • • CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW • CONSTRUCTION INtKISTRYEXEMPTION This certifies that the irdivldual hftd below has egad to be exempt from Florida Mdo& e' Compensation law EFFECTIVE DATE: 1126)2013 EXPIRATION DATE: 11/2612015 PERSON: DELGADO LAZARO O FEIN: 261119639 BUSINESS *ANE AND ADDRESS: b 8 CONTRACTORS INC 65 NW 62 AVE MIAMI FL 33126 SCOPES OF MOMS OR TRADE: LICENSEES GENERA{. CONTRACTOR DFM-DW"W OERTHICATE of ELECTION To BE E(EMPT'REMSED 0742 QI�STItlN6? {Bt50ydt3�t haps:/Iappsg,fidkcom/cr ")ortviewer/mp+ortW"mr.aspic!'dOA—k&+ . OUMJsOlsBy6Zd5UF-ky(` P&SHWbNsdG73aeTtSfMxgnZZ&Cf4x epW3d%3d Page 1 of 2 CERTIFICATE OF LIABILITY INSURANCEDATE(MMMMYYYY) 06/03/14 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 13ETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) 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 endomement(s). PRODUCER Accurate 8300 West Flagler Suite 114- Miami, FL 33144 Phone (305)226-8727 Fax (305)226-8767 COMTE:ACT Lucia Estrella PHONE, (305)226-8727 AI No: (305)226-8767 ADDRLESS. luciaestrella@bensouth.net INSURER(S) AFFORDING COVERAGE NAIC # INSURER A • United Specialty insurance Co. INSURED 0. B. Contractors Inc 65 NW 62nd Ave Miami, FL 33126- (786) 586-6950 INSURER B : Progressive INSURERC: INSURER D: INSURER S: INSURER F; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. iLTR TYPE OF INSURANCE ADD UBR POLICY NUMBER IMMEFF Pots( EXP ��� LIMITS A GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE R OCCUR ❑ CGD00003180-01 01/20/2014 01/20/2015 EACH OCCURRENCE $ 1,000,000.00 DAG ES Ea occurrence $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GERL AGGREGATE LIMIT APPLIES PER: 0 POLICY ❑ PRO- ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ B AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED SCHEDULED AUTO$ © AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ 02004399-1 01/05/2014 01/05/2015 OMBINgnSINGLE LIMIT $ BODILY INJURY (Per person) $ 25,000.00 BODILY INJURY (Per accident $ 50,000.00 PROPER DAMAGE $ 25,000.00 per at $ ❑ UMBRELLA LIAB [:]OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DED ❑ RETENTION$ $ WORKERS COMPENSATIONWC AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory in NH) 0 I yes,descrtbe under DESRIPTION OF OPERATIONS below NIA TATU- OTH- JER E.L. EACH ACCIDENT $ — – E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Certificate holder is listed as additional name insured Certifified General Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 NE 2 Ave Miami Shores, FI 33138 fax 305-756-89-72 ACORD 26 (2010/05) OF 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 REPRESEI Lucia Estrella ©1 All riahts reserved. The ACORD name and logo are registered marks of ACORD Return to: CHRISTOPHER P. KELLEY, P.A. 11098 Biscayne Boulevard, Suite 205 Miami, Florida 331&1 Instrument Prepkred By:' CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161 Folio g 11-3205-017-0080 i hill! Nlii !Ilii iillllliii !ilii !ilii ilil Iii! CFN 2014RO368393 OR Bk 29151 P9 42524 (toe) RECORDED 05/22/2014 08sionn DEED DOC TAX 3r567.00 HARVEY RUVIHr CLERK OF COURT NIANI-DADE CDUHTYr FLORIDA LAST PAGE WARRANTY DEED THIS INDENTURE, Made this day of A&ZZ , 2014, Between JOAN ANN CALDWELL, a single woman, GRANTOR, and EDUARDO L. DURINI and AMY E. DURINI, husband and wife, whose post office address is 1085 NE 97 Street. Miami Shores, FL 33138, GRANTEES, WITNESSETH, That said GRANTOR, for and in consideration of the sum of Ten and 00/100 Dollars, and other good and valuable considerations to said GRANTOR in hand paid by said GRANTEES, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEES, and GRANTEES' heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 8, Block 180, REVISED PLAT, TRACT 180 B, S % OF TRACT 180 C, TRACT 181 A AND TRACT 181 B OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, as recorded in Plat Book 31, Page 41, of the Public Records of Miami -Dade County, Florida, in Miami Shores Village, Miami -Dade County, Florida, as recorded in Plat Book 43, Page 51, of the Public Records of Miami Dade County, Florida SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2014 and subsequent years. and said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTOR has hereunto set GRANTOR'S hand and seal the day and year first above written. Print STATE OF FLORIDA COUNTY OF MIAMI-DADE AN ANN CALDWELL %10 NW 84"' Avenue, Apt 425 Plantation, FL 33324 I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared JOAN ANN CALDWELL, who produced A miwE 's ucErcm as identification, and who executed the foregoing instrument and acknowledged before me that he executed the same. Witness my hand and official seal in the County an to I st-afor e�aid this 7TN day of t"tdy .2014. a of INHARIDA at Large My commission expires: Rr82.djLMW 1NFZ4lr M yryggAd8 19EE811M :'+ EJ{PIAE9 1, M17 ' BoaltllNONeWYt�rlr�aaiaa 1., Book29161/Page4252 CFN#20140368393 Page 1 of 1 JUN o 01 Flood Zones Flood Zone for:1085 NE 97TH ST, 33138 Desi$n t"iors> a u �i�A ..t. �� . .•3. A: id� -h d i' �a `i 3���A'. 1���' q - "f1., . � 0.2 PCT ANNUAL CHANCE FLOOD HAZARD An area inundated by 2% annual chance flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. A Zone A is the flood insurance rate zone that corresponds to the 100 -year floodplains that are determined in the Flood Insurance Study by approximate methods. Because detailed hydraulic analyses are not performed for such areas, no Base Flood Elevations (BFEs) or depths are shown within this zone. Mandatory flood insurance purchase requirements apply. AE Zone AE is the flood insurance rate zone that corresponds to the 100 -year floodplains that are determined in the Flood Insurance Study by detailed methods. In most instances, Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurancepurchase requirements apply. AH Zone AH is the flood insurance rate zone that corresponds to the areas of 100 -year shallow flooding with a constant water -surface elevation (usually areas of ponding) where average depths are between 1 and 3 feet. The Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance purchase requirements apply. Disclaimer: Note: The flood zone information provided is intended for use in the unincorporated areas of Miami-Dede County. Municipalities will have their man floodplain management regulations and flood zone map information, which may differ from the County's information. Miami -Dade County provides this website as a public service to its rosidaats. e. The County is continually editing and updating GIS data to improve positional accuracy are information. No warranties, expressed or implied, are provided for the positional or thematic accuracy of the data herein, its use, or its interpretation. Although it is periodically updated, this information may not reflect the data currently on file at Miami -Dade County and the County assumms so liability either for any errors, omissions, printed: r inaccuracies in the 'information provided regardless of the cause of such or for any decision made, action taken, or action sat taken by the user !n reliance upon any information provided hernia. Please direct ell dmpuires, comment., and suggestions to gl,@Waaidade.gov 6/5/2014 Flood Zones D Areas with possible but undetermined flood hazards. No flood hazard analysis has been conducted. Flood insurance rates are commensurate with the uncertainty of the flood risk. Open water Open Water: large lakes, bay, ocean. VE Zone VE is the flood insurance rate zone that corresponds tothe 100 -year coastal floodplains that have additional hazards associated with storm waves.Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance requirements apply. X zone X is the flood insurance rate zone that corresponds to areas outside the 100 -year floodplains, areas of 100 -year sheet flow flooding where average depths are less than 1 foot, areas of 100 -year stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 100 -year flood by levees. No Base Flood Elevations (BFEs) or depths are shown within this zone. • Definitions were provided by the Federal Emergency Management Agency (FEMA-->h#tp://www.fema.gov ).77 Disclaimer: ` Note: The flood zone information provided is intended for use in the uniMorporateo areas of Miami -Dade County. Municipalities will have their own floodplain management regulations and flood zone map information, which may differ from the County's information. Miami -Dade County provides this website as a public sarvi ca to its residents. `• The County is continually editing and updating GIS data to improve positional accuracy and information. No warranties, expressed or implied, are provided for the positional or thematic accuracy of the data herein, its use, or its interpretation. Although it is periodically updated, this information may not reflect the date currently on file at Miami -Dade County and the County assumas no liability either for any errors, omissions, printed: 6/5/2014 rinaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any Worastioa provided harem. Please direct all inquires, comments, and suggestions to glsgmiamidade.gov SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Propel rtyy Address: Property Owner's Name: Property Owner's Address: Property Owner's Phone Number: Contractor's Name: ®. 6 00,U7A-A C,70 --i -TtJ C Contractor's Address: 6 S/J LJ 6 2 _to& F( 33 / 2 6 Contractor's P one Number: (?PG) S -V6-- 69; Fo Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: [ ] I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATI Property Contract( Date: "Fivope"06 epcomv OwLy cA*,%,". /Oat NE 97.sT' N41Nj alnacfS At s31,8 0000 . 0000.. .0060. • • 0 0 000000 11 { NO POINT ALONG COUNTER TO BE MORC THAN 2 FEET FROM G.E I PROTECTED RECEPTACLE. PUT DAV RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATE CKTS o 101 cool<ro,o0 OW Abw (!) C} s A_,,{ w ry A+�� 0000• • 0000• 0000 .... 0000. 0000. .. #�:• •0 .. .. • • 0•.• 0000 0000 0000 . . 0000.. .00• 0000 0000.. • • 0000.• • • 0000. 0 0000. 00000. . 0000.. :0000: . • 10 1 L� . .... . . .... .... . ...... . . .. . ..... . 55" ". • • • . • • •�� • ...... •gyp All dimensions -size designations"' gig are subject to verification onIKD Job site and adjustment to fit job conditions.order his is an original design and must not be released or copied unless applicable fee bas been paid or job placed. Designed: 05/2112014 Printed: 05/21/2014 0533-TN-Durini-21MAY14 E13 Dmwing #f: 1 No Scale. LM n 1n Off -- -- __- .-- .. .. • All dimensions size designations given are subject to verificsation on job site and adjustment to fit job conditions. 0533-1N-Durinit-2l MA�"�l 14 This is an origittal design and east not be released or acpied unless applic6b a fee has been paid or job order pieced. El 2 d: 0/21/2014 05/21/2014 #: 11 No Scale. kl Fi -c- � z I' t Q3 O A-14 ~ 5 d Lo uij 3 e v Roo" O coo krop ecxiA 114 2ACiOP� AM 0 A_W Aw 3 eW • •• A44 s • ( jV� 1 • • 000000 7 •• • 0�0'. • 0000•• "' . � 0000 0000 • •• 0 • • • 0000 ••0• 0000• • • 000.00 .'r. 0000 0000• o 0000 ...... •00.0•:eo. • ....... 0000 Uap Cf 00 ._ .:�. ..J Lli Q cm 0) bit-j M AXl4M g C.OUMry PA116* T OF M=T nM, MWIR , AND RMUI ATORY PRODUCT' 01, SWn0yq IR#! FA(pERA) - 11W5 SW 26 Rat, Room 20 ARD AND IC409 ADMINISTRATION DIV18101q Miami, lqwi&:33175-2474 aRICZ OFACCEPTANT`. Mn A I T(780313-259,0 F0943043" 1745 W. 33rd Place- Y0911*414 FL 33012 swpz: Ibis NOA is being issued under the applicable rules and regulations governing the use of Construction materials, The documentation submitted has begin reviewed and accepted by Miami -D4& Counly p Product Control Section to be used in Miami Dade County andERA Having Anisdie (AHJ),Authority This NGA shall na be valid after the expiration date stated below. The Miami -Dade Section (in Miami bade County) and/or the T (in areas other than Miami Dade County Prat Control to have thisquality assUr$11e:e CMW) reserve the right If this perform in the accepted' material �ufacturer will incur. the � product or material �sils to immediately revoke, modify, or susnd the use of such of such testing and AST may res0v0s the right to revoke this t material within their tuns Otion. PERA Section that this acceptances, if it is determined by Miami -Dade Coity Pry Corurol pact or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to CoQannply with the Florida Building de, including the High Veelocty, Hterricane , DESC=M0N &'les `°1650 (Kfl)" Aluminum Hor&ontai APPROVAL�ding Window_, 11G DOCUMENT: Drawing No. ENW41, titled "dies 1650 Ahtmiinum Horizontal ;Aiding Window (X0) W Resistant G1W, sheets I through 7 of 7, dated 03114108, with revision #1' dated 03105/12, prepared by rnanur*otuner, signed and Wiled by Frar►cisao Dade County Produei: Control ltevisivn stamp with the Notice of Acceptance l�CereuwdeZ, P.B., g the Miami number and expiration data by the Mkmi-Oade Cly Product Control. Section. MMiZ IMPACT RATING: Law and small Mane ImpactResistant LABFJ,+11 G:Be& unit shall bear a permanent label model/series, and following statemwith the manufacturers name or e pt. with Dade County Product Control Approved", , city, state, noted herein. unlm oft" • • •.r.. =UNAWAJ- of this NOA shall be considered after a renewal application has been filed 0 0000 no change in the applicable building Code negaf ely affecting0 p�rformaace ofthiI yam, , TERMINATION Of this NOA will occur after the expiration dab or if them has banrfW,1,0n os 0"90 m the teals, use, arullor manufacture of the product or per. Misuse, of this NOA W end of any P� for sales, advertising • • � •� or any tither P� shall autollyiOA..F.[` to comply with any notion of finis Nf 1A shall be cause fear termination and rerttoval of SQ&.. AL1Vi 'f"1a 1 19[EI T'T: The NOA number preceded by the words Mod -Dade koli niy, Flo ,.nnd followed by the expiration date may. be displayed displayed, den it shall be done in its a et vert sin Iitera re. if any Pt atk.of the NOA is INSPECTION: A copy of this entire NOA shall • • • distributors and shall be Available for ' provided to the user ob site at the request the manul'actura or its This NOA revises aid rows lYOA # i17 and consists of this ofthe Building Q�cial, E-2, as well as approval document mentioned above, 1 1 evidence paw E-1 and The- submitted documentation was reviewed by duel Peres, P.E. Pi ACOA No.1Z-fi=M Expiration Hate: April 10, 2018 Approval !late: May 17, 2012 Page 1 •....• A. DRAWINGS 1. Manufecturees die drawings and sections. 2. Drawing No HM4.1, titled "Series 1650 Alumium Horizontal Sliding Window (•C) Impact Resistant Glass", sheets 1 through 7 of 7, d l 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, signed and seated by Francisco Hernandez, P.E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 242-94 2) Uniform Static Air Pressure Test; Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202_94 .4) Large Fissile Impact Test per FBG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Tess, per FBC 24113.2.1 TAS 202-94 along with marked- W drsw ngs and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing .Laboratory, Inc., Tea Report No. FrL-5. 1, dpi 49/18/07, signed and sealed by Carlos S. Ricmda, P.E. (SubMAW r NnOeiv-pr,wNOA No. 08--0.107.08) 2. Test reports on: 1) Air infiltration T. per FBC, TAS 202-94 2) Uniform Static Air Pressure. Test,. Loading per FBC TAS 202=-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Fissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 24113.2.1, TAS 202-•94 along with marked -up drawings and installation diagram of an aluminum hors slid widow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-50 5, dated 47/27/07, signed and. sealed by Cubs S. Rionda, Ply , • • • C. CALCULATIONS P...•.. .. • ...... 1. Anchor verification calculations and structural anal sis coni l ,000000 • • • it. • t� • p 3'lt��th FB�'��(iR7, : • • • •: • • pr and by Si shine. Windows FadnufacuWng, Inc., dated 12/15)Tj-si sd dd$• 00:000 0:•'• staled by Francisco Herta, P.E. • • • 3• • :990 ••••. (bid a preWousW4A#99-121'7.04) ••- •• •••• •••••• 2. Glazing complies with: ASTM E1300-04 :" • • 06• D. QUALffY ASSURANCE .. . ..... •'' • •: . . 1. Miami -Dade ._Department of Permitting, Environment, and Regulatory Affairs (PERA) Expiration Dates Apra 18, 2018 E-1 `1 Approval Date. May 17, 2012 L Note of Acceptance No. 11-41624.01 issued to.L DupontITemotr & Co.J,u. for their-ODuP*n1 Bn#aet" pVB TnUd yer" dated 09/08/1 t, exPiting'on 12111/16. F. STATEMMNTS 1: SWOm€ & letter of csuformsnce, conr3plying with IBC -2010, and of no finmW ibt$ st, daled Much 12,.20122 signed and sealed by Francisco Hernande4 F.E. OTHER 1. Notice of Acceptant No. 09-1217.04, bmW to Sunshine Windows Manu&ctming,.. W. for their Series 1650 Aluminum Horizontal Sliding Window-- L..lv1.r.* aroved on OV03/10 and expiring on 04/10/13. E-2 Appr Hatm 6666 • • .it• 66•.66 •• • 0606. . 006.•04 •• • 6.••6. 066009 • • • • • • • •000 6..• -00.00 . ...•• •••• 6666• • • • 04 0*0• •0••6. • • ••6•.• • . 6 • • • 6 • 066660 06 • 0660 . • • 6.00 Appr Hatm MUNTINS {SURFACE AMn=) MAY BE USED 6a w 410 w B 8 00 70 .0= 88.40 8040 x.40 TYPICAL.. EZ.$YATION (XO) 66NBlt�►LN078ffia 1.- IM PRODUCT MEETS THE REOU REMENTS OF M 2010 FBC. 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQURED. 4.- FOR KWM OFA 044 FOR EACH UNIT SIZE FIEF TO DESIGN PRESSURES CMART. 5.- FOR AT04MMEW M CONCRETE OR WITH _ 1 BY USE 1e4" DWM. ULTACON qBy EELCO O M &C 1 1 ' N. pla 1TH 1�1 MIN. %o 1MOt14piSi` _-AMOITO MlSE 11V MAM. GRAM 3 $BEET METAL S WA'H . V MIN. 9w Dom. a' emmm STRENGTH fO-A= PO MIN.. CMU PER AWM CBO, FILLED CMU fM-2A= pd MBtl. 7.- USE MON S11 M MI l�tSMW X109 3 10 MK AS REQUIRED. 0': 1Y400 HDST smmm S w -L BE 'SOUTHERN YE LOW Pw a- 0.55 Olt awmI DIY. 0. THE iMC10UE9S �+ THE STEff!%At1BltNUM NOST STRUCTURE SMALL � NO t£SS IFNIN 1/8". 9FGU l BE 6080-i9 fiCEEL SHALL 8i FY+ 38 ffSl 18N. io.-to OANF1 !. BUIFK11� OUrbllTac 11.- A$F8 D 4 F ROTE6T$G (BY OTHERS) !DffitiN C'HA>ET• Pte' 53.33' 8f 874V 87«t MAX- W S 7 $3,331 Sa.20 80.00 8820 6 5ie 75.00 75AM 75.W 8 JACt 4s' 38' 4A" M' 7r Z4• 3 3 ' . 53.33 120.0 60.00 120.0 4 53.38 1.20.0 80.00 120,0 e 83,33 19mo MA 12110 WmTM I�CFR k 53.33 9000IIS ftw 13N"81i,E A"m V 36' 3 a 83.35 t7Q.00 Sam t204 4 5303 1710.00 80.90 120.0ALLtM 9' $3.33WADS 120.b0 80.E t20d1: «t" � 8!I ENT sA C • - 99 1/2' 4 I95. {00 80� 120110 i 3y ar 5 SMO 12tLIX 80 t81 12D 10 'bp - 41 47 4i1Y80 i i i i i 9 5999 114130 80.00 I19 W 8 5303 90,oD Illmoo N IN 4 88.88 120.0 8440 120.00 s rias t.a 17�1oa 3 10' I� 3>e" s 5 10-3 55.80 VAX. Ta 8 59.33 70.120 78 pa 7A 9I1 8 58 8 404 70 &ft MUNTINS {SURFACE AMn=) MAY BE USED • •• •• • • • •• •• 6a w 410 w B 8 00 70 .0= 88.40 8040 x.40 TYPICAL.. EZ.$YATION (XO) 66NBlt�►LN078ffia 1.- IM PRODUCT MEETS THE REOU REMENTS OF M 2010 FBC. 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQURED. 4.- FOR KWM OFA 044 FOR EACH UNIT SIZE FIEF TO DESIGN PRESSURES CMART. 5.- FOR AT04MMEW M CONCRETE OR WITH _ 1 BY USE 1e4" DWM. ULTACON qBy EELCO O M &C 1 1 ' N. pla 1TH 1�1 MIN. %o 1MOt14piSi` _-AMOITO MlSE 11V MAM. GRAM 3 $BEET METAL S WA'H . V MIN. 9w Dom. a' emmm STRENGTH fO-A= PO MIN.. CMU PER AWM CBO, FILLED CMU fM-2A= pd MBtl. 7.- USE MON S11 M MI l�tSMW X109 3 10 MK AS REQUIRED. 0': 1Y400 HDST smmm S w -L BE 'SOUTHERN YE LOW Pw a- 0.55 Olt awmI DIY. 0. THE iMC10UE9S �+ THE STEff!%At1BltNUM NOST STRUCTURE SMALL � NO t£SS IFNIN 1/8". 9FGU l BE 6080-i9 fiCEEL SHALL 8i FY+ 38 ffSl 18N. io.-to OANF1 !. BUIFK11� OUrbllTac 11.- A$F8 D 4 F ROTE6T$G (BY OTHERS) 8 53.33' 8f 874V 87«t 3r 53 1 t4' W S 7 $3,331 Sa.20 80.00 8820 6 5ie 75.00 75AM 75.W 8 53.°13. 82.00..92.x! 82.OD 4s' 38' 4A" M' 7r Z4• 3 3 ' . 53.33 120.0 60.00 120.0 4 53.38 1.20.0 80.00 120,0 e 83,33 19mo MA 12110 7 5333 Iftoo mm 1200 0 53.33 9000IIS ftw 48' 36' 3 a 83.35 t7Q.00 Sam t204 4 5303 1710.00 80.90 120.0ALLtM 9' $3.33WADS 120.b0 80.E t20d1: 7 5889 989@ eo QO I9t9kt • •• •• • • • •• •• s 5903 sB.aa BooE1 .1kIo 3r 4 an iotLaO 40A10 �I.tfl 41rJ3 4s' B 59 4118© ! • • • • •�" OVI RALL LAM04ATE0 GUM Us10 TWO UT€S 4w 7 5903 VAD 1I0100 • • • • 0./23' HEAT STROW "WED WW WITH A 0.080 84TERIAYER 72' 8 SD 93. • • • • MW OUPWIT WVACITE P& SETN�1 TME TWO UIES OF OIASS. ' ♦ 7 7 • 5333 ..80 80.00 8Q,0L1 • i • BY TECNOO ASS. i 9 41 47 4i1Y80 i i i i i • •• •• • • • •• •• w E A -1 8 BE MUNTINS (SURFACE APPLIED) MAY SE USED ''t ._ : «..;- 90,D0 80 � TYPICAL ELEVATION (XO) IY 5333 90.00 80.00 90:00 aRNRI&NcreFAs 1.— THIS PROD= MEETS THE REM MEETS OF THE 2010 FW. 2.— CO NMURATIO NS OX AND XO. 3.— SHUTTERS ARE NOT REQU110:ff. 4.— FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DEMON PRMWRES CHARt IL— FOR All=",W WO CM40NM OR MASONRY WITH 1 BY UK 14' tM��1. EUpL�TACON 13Y ELCO 1 4QULTRACON' INTO MBTId. USE t j4` tOAM ' I#itAOE 8 SHUT ANAL St�WS Wilk 1' MIN. Elm DANCE B.— WIty M Si1YENDTH t o-a,20ff 0 MEN.. CMU P01 ASTM Oft FILLED CMu fm -2.000 pN MIN. 7.— USE WN SWW NON M6TALU O MW 3 M VIC AS REQIJg M S.— WOOD HOST SHALL °9l0UTtiERN YEldAW PINE• Or 088 OR GREATER DENSITY. 9.— THE THICIOIESS .# TNF ST�I,jALL�iINLD1 HOST' STICTURE SNAI,I. 8E MO iNAM 1/8". ALLSiBNUM SlG,Li. � 8083 t8. Et SHALL iSE .� � 10'B M�1. 10: WOOD BUi28 8Y OTIif7� $NNAt6 PI87PfY AttAt4E0 TO iRANSfER QtAZIH{i gYSM LOADS TO THE Sri ANO' SSW L �' BFrF1XN0 OFFIixAI Pli TO Mt01001Y IAISTALLATiON t1, -9U N�ION2003 TIFUU10� PROTECTED {gY OiHEI • • • • • i i i • • • i • LAM9�IATFA {Em TWO Um or WAY • • • • • • • • • • • • • • • • • • Q.1 CLASS WITH A 0.00 UVTfttl/1Ykit • • • dQUM "PONT t1i11'AMTE PNB. BEIIAM TME TW0 UTEg � OUA�. • • fAMMpL7ED BY TECMX Lgg3.•' •• ••• •• •. • • r•REVISSO • • • • • • • • • • ''t n��rstsr+�at.t.�t' to Wrai r AB PM LAW owe arias t�' fq�-ffitiQ VAL tM�iY66 FN.t�lt �/ t7 SYROM t tblt 1b R Sfld�+Yb t@ W-04 1 A" TO PMM a8to to 1611Y$�Bpm W& e�0i-T8 AL1 Wan R .sm" 40 IkP/gCt Ali 2tOww-NL t I 314r X ve MT m* 22 1 SMAS 1 4 1 ASSUOU 6 X 2 t/2' S L �..MIN z MUG ' � '44T owe arias FOW. MUM MttDVAlti wut yrs ,kwa%gigS9O FUMPAael. eaaa-ts a 70 MGM P� x-75 '� a o ona ' lam care � t ao a aeoz IA aoeo too t aQoo a8to fRNf16_f" mm UL T6 1611Y$�Bpm W& e�0i-T8 AL1 Wan mm TP" & of Stdt78i i(T�P./pW�D 80r1�1 RAp Qftie3=m 000 0 azrAct rl.owaoa i•Oft THROM WMA tmeaAR a+nn+�s ero :mss 1" TIP" FOR !Filo. OI i na sear Dae v,W _1 • •• •• • • • •• •• .. ... . . . .. -' UOAA.c 0 •..• t 'oR t� 6�i ATrACIOW • • •LIi7yiW- • •• •• • • • •• •• ��• • • r • •�s • • • • • s • • • • • •• •• • • r •• •• A7TAC '! TO MAffiMY i to Im NT GLAZIN G DE MIL ILOW "W aUMM we ®r1 _i__/ RAMMS:ENGINEERING,' 1".-C Kd F;,..85:. 2100 W 76• Street, .Hialeah;: Florida 3.3016 FLOkIDA.pUILDING' CODE, •2010 . Robert S. Monsour, P. E. Fl # 11955 / 0006024• ASCE 7-10 WIND CODE DESIGNVIND LOADS IN PSF. MIAMI DADS .176 M.PH WIND ZONE 1.11 ...liaterlcar & Exterior Zones (4&5 -Walls). Positive •Pressures • • Exposure C* --Forthe :175 1; m h Wind Zone � CATEGORY 2 In Square. Feet 10' 20 30'. 40. 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.98 ' ' ' i-lt�ight Maximum Effective Wind Area or, Tributary Area) in Square Feet. -•40:9 -40.2 10'. 20 -.30... 40' 60• 60 -.1.0Q 0.95 0.92 • `. - 0.89- 0.88 .0,88 -46:4 -44.4 -.15. • • 40.4 • •38.5 37.5 36:7 • ! 36:1 35.7 -45.2 .-44.4 •. 20 � 42,7' '40.8'. 39:7- 38.9 .38.3 37.8 ' ` -46.6. -45.1. 25 ,•44.6' 42.6 - - 41.5 .' ...40.6 • � 40.0- 39.4. ' -56.2 ' 30 .46.5. 44.4 43:2 •42,:3 • � • 41.7 41.1' '-54.4 .4 • 40 49.4 47.2 '• 45.9 . 44`� . � • �2' A42- 43.6 -71.9 -67.0 . 50 51.8 .49.4 48.1 �47.1 •46.4 • ' ' 45.7• 60 53.7 51.2' .49.8. '48.8 48:1. 47 ,.... ... .,. Length of End Zone (a): 10% of least horizontal dimension or A but not' less•than 4%' of least horizontal dimension or 3 fL (h � mean NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE : , whichever Is roof height N FOR FLAT } 0 � FS: Interior Zone. (4 =Walls) Negative Pressures.: • , txposure.c `For the 175 rti h Wind Zone .. CATEGORY 2 Height Maximum Effective Wind Area or, Tribute Area In Square. Feet 10' 20 30'. 40. 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.98 ' 15 • -43.8 -42.0 -•40:9 -40.2 -59.6. -39.1 . 20 -46:4 -44.4 .-43.3....' ' ^42.5 t• .-41.9 -41.4', 25 ' -48.4- •46.4 -45.2 .-44.4 •. -43.8. -43-43&230 -55:8 -50.5 -48.4 -47:2 -45..3 ` -46.6. -45.1. . 40 . -53.6 -51.4. -50;1. '. • -49.1 � -48.4. .-47.8 ' 50 -56.2 -53.8 " •..:52.5 `•-51 5 • ; -SQ. • . .1 • . 60 • -58.2 -55:8. '-54.4 .4 Interior Zone. (4 =Walls) Negative Pressures.: • , txposure.c `For the 175 rti h Wind Zone .. CATEGORY 2 Height Maximum Effective Wind Area or, Tribute Area In Square. Feet 10' 20 30'. 40. 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.98 ' 15 • -43.8 -42.0 -•40:9 -40.2 -59.6. -39.1 . 20 -46:4 -44.4 .-43.3....' ' ^42.5 t• .-41.9 -41.4', 25 ' -48.4- •46.4 -45.2 .-44.4 •. -43.8. -43-43&230 -55:8 -50.5 -48.4 -47:2 -45..3 ` -46.6. -45.1. . 40 . -53.6 -51.4. -50;1. '. • -49.1 � -48.4. .-47.8 ' 50 -56.2 -53.8 " •..:52.5 `•-51 5 • ; -SQ. • . .1 • . 60 • -58.2 -55:8. '-54.4 -53.4•.: �� .6:' • . ••�2.0 . Exterior Zones (5 = Exposure C ee* Wags).Negative Pressures Farthe 175 • m h.W'ind Zane- •••• •�•• • • CAT�QDRY 2 :"' ' ' � Height M�cimum •` ` Effective Wind Area or .•Tribute Are in S r� Feefi � .10 20 30- • 4a ;60 •, • '-1:29 -1.23 • ' �1:19•. •-1 it-' •• -1 3 .. • 1.5 -50.4 .. -48.3 -4t3.8 -45:6 •.:A4.7: • 20 .-57.2 • . -53:4 • -51.1 • -49:5 ' -48.3 ' • 47.3 ' 25 -59.8 -55:8 J `-53.4 : -51:7 -50.4 -49..4•. 30, -62.8.* -58.1'- -55.7 `-53:9 . -52,6 '441. . 40 -66.1 -61.7 • -59.1 `..-57:2. • -65.8 -54.6 50 -69.3 .-64.7 �-61.9 • X0,0 �; -68.5 �57 60 60 -71.9 -67.0 -64.2 -62.2' • .-60.6.