Loading...
WS-10-20-2473, 1079 NE 96th StLocation Address Parcel Number 1079 NE 96TH ST, Miami Shores, FL 33138 1132060143670 Contacts DANIELA GRANCISCA SEGRETI Owner HURRICANE MASTER GARAGE DOORS Contractor 1079 NE 96 ST, MIAMI SHORES, FL 33138 CORP WILLIAMS ORTAS 4011 NW 191 ST, OPA LOCKA, FL 33055 Business: 3054958876 i r- ............. ---- -� Inspection Requests: Description: REPLACEMENT IF 2 IMPACT GARAGE DOORS 1 Valuation: $ 1,700.00 } 305-762-4949 Total Scl Feet: 0.00 ..J Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 11/12/2020 $77.35 Credit Card 10/27/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accur a and th t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named TOr tractor/o do the work stated. Authorized Signature: Owner / Applicant / Contractor / 'nt Date November 12, 2020 Page 2 of 2 Location Address Parcel Number 1079 NE 96TH ST, Miami Shores, FL 33138 1132060143670 Contacts DANIELA GRANCISCA SEGRETI Owner HURRICANE MASTER GARAGE DOORS Contractor 1079 NE 96 ST, MIAMI SHORES, FL 33138 CORP WILLIAMS ORTAS 4011 NW 191 ST, OPA LOCKA, FL 33055 Business: 3054958876 Description: REPLACEMENT IF 2 IMPACT GARAGE DOORS Valuation: $ 1,700.00 Inspection Requests: 305 762 4949 E ;Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 11/12/2020 $77.35 Credit Card 10/27/2020 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bldg.miamishoresvillage.com/cap/. Requests must be received by 3pm 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 the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. I STATE AGENCIES, OR FEDERAL AGENCIES. November 12, 2020 Page 1 of 2 1 Miami Shores Village -EIVEn Building Department' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - - --- Tel: (305)795-2204Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (� F C20 I� BUILDING Master Permit PERMIT APPLICATION Sub Permit No. #BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1079 NE 96 ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-014-3670 Is the Building Historically Designated: Yes NO X Occupancy Type: DWELLING Load: Construction Type: DWELLING Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): T N ��NG ► s U 11A - 5 / �� �� p ��-� r IG � D/�NiELft � Phone#:�5�=�s% � Q /,� 9 Address:4-) me 9ST City: n110l 5 M 1,1,E State: a i nn l G_.A+ j9 Zip: Tenant/Lessee Name: N/A Phone#: 954-559-2197 Email:_QArj,Ki 1��k'/�A (' �1�►J � PiIAIL. �` CONTRACTOR: Company Name: HURRICANE MASTER GARAGE DOORS CORP phone#: (305) 494-8876 Address: 4011 NW 191 ST City: MIAMI State: FL Zip: 33055 Qualifier Name: WILLIAMS ORTAS Phone#: (305) 494-8876 State Certification or Registration #: N/A Certificate of Competency #: 20BS00374 DESIGNER: Architect/Engineer: N/A Address: N/A Phone#: N/A City: State: Zip: Value of Work for this Permit: $ $1,700.00 Square/Linear Footage of Work: 114.8 / 8'2" x 7' Type of Work: ❑ Addition ❑ Alteration ❑ New X Repair/Replace ❑ Demolition Description of work: REPLACEMENT OF 2 IMPACT GARAGE DOORS Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 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 IMPROVEMENTSTO YOUR PROPERTY. • TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR • OF • !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 E0 ,.-- �--y --� Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 19 p day of OCTOBER 20 20 by 1� who is personally known to me or who has produced S �-JP� S i 0 as identification and who did take an oath._.....__ NOTARY PUBLIC: Sign: Print: Seal: r ,,`�ET SCAtFRrri •'. $IGN• •'�'`�� t�Y p nded r`���: �bNc uoe• , CONTRACTOR The foregoing instrument was acknowledged before me this 19 day of OCTOBER 20 20 by WILLIAMS ORTAS who is personally known to me or who has produced 01,A- 0 �Q�— 00ay-n(g; identification and who did take an oath. NOTARY PUBLIC: �j ,j \�SCAL4r/ .. `��` •9SIONe. ��rRY »?o�g`s Sign:it Print: ELISBET SCALERTA * . ••• .. ti Seal: y� Oj� • �ondsd �­ 0�c.' 1blie UTd F c� APPROVED BY _ Plans Examiner _ _ Zoning Structural Review Clerk (Revised02/24/2014) Pri:pared by and return to: Dalila Vazquez P:IraIegal Ainiazan Law 7901 Ludlam Rd. Suite 100 llianti, FL, 33143 305-665-6681 rile Number: APA20-2465 Will Call No.: Parcel Identification No. 11-3206-014-3670 [Space Above Tlu> Lind For Reconhug Du CFN: 20200599476 BOOK 32154 PAGE 813 DATE:10/20/2020 02:30:43 PM DEED DOC 5,262.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Warranty Deed (STATUTORY FORM - SECTION 689.02. F.S.j This Indenture made this 0 day of October. 2020 between Jonathan S. Feldman and Kathleen S. Phan6, husband and wife whose post office address is 9621 East Bay Harbor Drive, Unit 704, Bal Harbour, FL 33154 of the County of Miami -Dade. State of Florida, grantor'`. in(] John Eric Segrefi and Daniela Francisca Segreti, husband and wife whose post office address is 1079 N.E. 96th Street, Miami Shores, FL 33138 of the County of Miami -Dade State of Florida. arantce'`. VVitnesseth dint said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS (S10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged. has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land. situate. lying and being in Miami -Dade Count`, Florida, to -wit: Lots 5 and 6, Black 82, MIA,MI SHORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD. the same in fee simple forever. AND, the grantor hereby covenants xvith said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and coney said land, and hereby warrants the title to said land and will defend the same against the 11MAd claims of all persons vvhomsuever: and that said land is tree ofall cncumbr<{aces, except taxes accruing subsequent to December 3), 2019 x "Grantor" and "Grande" are used For singular ur plural. us conteU recjuires. In NN'itness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTirne" Sig, scaled and delivered in our presence: L� mess Name: � KZ V1,itness N m r tncss Name: C� itness N• rnc: State of Florida County of Miami -Dade _ _Q_(Seal) Kathleen S. Phang (Seal) TI Foregoing instrument was acknowledged before mu by means of �X] physical presence or J_] online notarization, this day of October, 2020 by Kathleen S. Phang and Jonathan eldman, who (_] are personally known or J X J have produced a driNer's license as identification. INora ry ScaII or -y ublic 1 Printed Name: v F OU LYN D WATT h ... �~j aa2 i -� k"Y sa, oSiON=GG068199 My Commission Expires: ��/ `; ��yr Fk-';;ES:t+Gn'14c'021 ram;- 19,u'nr;;m !)r, tl (.Sla71,1,U•{, 1,) Iwil - Poge ? DoubieTime" American Land Title Association ALTA Settlement Statement - Combined Adopted 05-01-2015 File No./Escrow No.: 20-0196OR Print Date & Time: 10/7/2020 4:57:26 PM Officer/Escrow Officer: WORKING TITLE LLC Settlement Location: 2030 S. Douglas Rd. 103 CORAL GABLES, FL 33134 Property Address: 1079 NE 96th St. Miami Shores, FL 33138 Buyer: John Eric Segreti and Daniela Francisca Segreti Seller: Jonathan S. Feldman and Kathleen S. Phang 1079 NE 96th St. Miami Shores, FL 33138 Lender: Movement Mortgage, LLC 8024 Calvin Hall Rd Indian Land, SC 29707 Type of Loan: Conventional Loan #: MIC #: Settlement Date: 10/8/2020 Disbursement Date: 10/8/2020 Seller Description Borrower/Buyer Debit Credit Debit Credit Financial $877,000.00 Sales Price of Property $877,000.00 Deposit including earnest money $50,000.00 Loan Amount $397,000.00 $500.00 Seller Credit $500.00 Prorations/Adjustments $11,296.06 County Taxes from 1/1/2020 to 10/8/2020 $11,296.06 $230.06 Miami Shores Non Adv from 10/8/2020 to 12/31/2020 $230.06 Loan Charges to Movement Mortgage, LLC 8024 Calvin Hall Rd Indian Land, SC 29707 Prepaid Interest from 10/8/2020 to 11/1/2020 $750.48 Processing Fee to $300.00 underwriting fee to $995.00 Other Loan Charges to $55.25 to $7.00 to $32.0 to $64.00 Notary Fee to Florida Notary $150.00 Settlement Fee to Working Title LLC $595.00 $50.00 Wire Courrier Mailing to Working Title LLC $100.0 Copyright 2015 American Land Title Association. File #20-0196OR All rights reserved. Page 1 of 3 Printed on 10/7/2020 at 4:57 PM Impounds Aggregate Adjustment -$1,363.94 Homeowner's Insurance 2 per month for $683.88/mo. $1,367.7 Property Taxes 3 per month for $1,363.89/mo. $4,091.67 Title Charges & Escrow / Settlement Charges Title - Endorsements $473.50 Title Insurance to Old Republic National Title $4,485.00 $200.00 Title Search to Old Republic National Title Commission $26,310.00 Real Estate Commission to Campins Company LLC $26,310.00 Real Estate Commission to Graber Realty Government Recording and Transfer Charges E Recording to Edocs $9.00 Record Deed: to Clerk of Court $18.50 Record Mortgage: to Clerk of Court $214.00 Transfer Tax Mortgage County to State of Florida $794.00 $5,262.00 Transfer Tax State Deed to State of Florida Transfer Tax State Mortgage to State of Florida $1389.50 Payoff(s) $566,810.12 Payoff of First Mortgage Loan to Iberia Bank Principal Balance ($566,493.88) Interest on Payoff Loan ($316.24) Additional Payoff fees ($0.00) Miscellaneous Homeowner's Insurance Premium to edison ins $8,206.50 $125.00 Mobile Notary to Title Processing Center $225.00 Municipal Lien Search to Skyline Lien Property Taxes to 2020 propert tax est $15,338.35 $60.00 Reimbursment for Re -Occupancy to Almazan Law $500.00 Sellers Attorney Fee to Almazan Law $35.06 Water Account #1770678982 to Miami Dade Water and Sewer $150.00 Water Hold to Hold Copyright 2015 American Land Title Association. File #20-0196OR All rights reserved. Page 2 of 3 Printed on 10/7/2020 at 4:57 PM Seller Borrower/Buyer Debit Credit Debit Credit $637,833.24 $877,230.06 Subtotal $915,302.63 $458,796.06 Due From Borrower $456,506.57 $239,396.82 Due To Seller $877,230.061 $877,230.06 Totals $915,302.631 $915,302.63 Copyright 201S American Land Title Association. File #20-0196OR All rights reserved. Page 3 of 3 Printed on 10/7/2020 at 4:57 PM ALTA Settlement Statement Acknowledgme Buyer: John Eric Segreti and Daniela Francisca Segreti Seller: Jonathan S. Feldman and Kathleen S. Phang 1079 NE 96th St. Miami Shores, FL 33138 Lender: Movement Mortgage, LLC 8024 Calvin Hall Rd Indian Land, SC 29707 Settlement Agent: WORKING TITLE LLC Settlement Location: 2030 S. Douglas Rd. 103 CORAL GABLES, FL 33134 Loan Information: Type of Loan: Conventional Loan #: MIC #: Settlement Date: 10/8/2020 Disbursement Date: 10/8/2020 Property Address: 1079 NE 96th St. Miami Shores, FL 33138 We/I have carefully reviewed the ALTA Settlement Statement prepared by WORKING TITLE LLC and find it to be a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction and further certify that I have received a copy of the ALTA Settlement Statement. We/I authorize WORKING TITLE LLC to cause the funds to be disbursed in accordance with this statement. By: Johns is Segreti_` Borrower ' DByt Daniela Francisca Segreti Borrower By: Jonathan S. Feldman Seller By: Kathleen S. Phang Seller WORKING TITLE ----------- - Tit ii r WARNING: Is it a crime to knowingly make false statements to the United States on this or any similar form. Penalties upon conviction can include a fine and imprisonement. For details see: Title 18 U.S. Code Section 1001 and Section 1010. File #20-0196OR Page 1 of 1 Printed on 10/7/2020 at 4:57 PM ALTA Settlement Statement Acknowledgn. .t Buyer: John Eric Segred and Daniela Francisca Segred Seller Jonathan S. Feldman and Kathleen S. Phang 1079 NE 96th St, Miami Shores, FL 331.38 Lender: Movement Mortgage, LLC 8024 Calvin Hall Rd Indian Land, SC 29707 Settlement Agent: WORKING TITLE LLC Settlement Location: 2030 S. Douglas Rd. 103 CORAL GABLES, FL 33134 Loan Information: Type of Loan: Conventional Loan ff: MiC lt: Settlement Date: 10/8/2020 Disbursement Date: 10/8/2020 Property Address: 1079 NE 96th St. Miami Shores, FL 33138 We/i have carefully reviewed the ALTA Settlement Statement prepared by WORKING TITLE LLC and find it to be a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction and further certify that I have received a copy of the ALTA Settlement Statement. We/l authorize WORKING TITLE LLC to cause the funds to be disbursed in accordance with this statement. By: John Eric Segreti Borrower By Daniela Francisca Segreti Borrower WORKING Tr tL C Title officer WARNING: Is it a crime to knowingly make false statements to the United States on this or any similar form_ Penalties upon conviction can include a fine and imprisonement- For details see: Title 18 U.S. Code Section 1001 and Section 1010, File U20-0196OR Pape 1 of 1 Printed on 10/2/2020 at 1:02 Plvl 11rc«;trcd h: ;nd r�tltni ti,: Ualil:t \ :ail}let Par:tleral 7901 Ludlam Rd. Suite 100 Miitttti, FL 33141 305-065-668 t rite: Numbcr. SAP 120-2-i65 Will Call No Paired ICICntIC101,1011" NO I 1-3206-014-3670 (Sp.•rc Alnt%a'l Ill, ..na 1'or ftetiesrelmg Dal.( _.. Warranty ly"Aleed v ts]'A I U7 tiIt Y I OWN - src rI0\ 6 i°} .? 1 -S This Indenttrt•e made mis i day of October. 2020 betnrxat Jonathan S. Feldman and Kathleen S. Ph:iri;!, husband and wife \%hose post office address is 9621 East Bay Harbor Dri%e. Unit 704, Bal Harbour. FL 33154 o the Count} of Miami -Dade. State offlorida. I ri itor"', and John Eric Segreti and Daniela Franeisca Serreti. husband and tl€fe +\ho,_ po,t x,fticc addmss is 1079 V.E. 961h Street, Mianti Shores, FL 33138 tint the County Miami -Dade. titan, tit Florida. N1 itnessetlt iliac said ,?-untor, for and iii consideration of the suits of Tr N AND NO i00 DOLLARS (Slu.00) ,ind other g Lid and \ aivabIC wrlsider,=.eons to ,-.aid grantor in lutnd paid by said granite. the receipt whercot' is Hereby acknoti, le i-cd. has gn-aantci.{. bargaiiitd, mid saki 1�. thu said grandee, and brantec'S heirs and assigns forever, the fbilouiiig dcsu1l;'.d land. situate. lying and lx in.; in .Nliami-Dade County. Florida, to -wit: Lots a and 6. Black tit, MIAMI S14ORES SECTION NO. 3, according to the plat thereof, as recorded in Plat Book I if, Pale 37. of the Public Records of itliami-Dade County. Florida. TOCETHER. wiiii all thL teiwinents, hereditamc±tts.md appurtenances thereto belonging or in anywise appcnammg. TO HAVE AND To HOLD. the same in Ice simple forr-,ei. AND. the grantor hcrchy uivcnaixs with said grantee that the grantor is tativtiilly seized cif said land in sec simple: dial the grantor has, good right .lid li' fill authority to sell and said laird, and hereby warrants the title to said land .end ll ill dclend the same ayvainst (lie [wwful claims ofall Persons \homsoever; and that said land is free of all Cittiltm ill-it[WeS. 0XCIII Cixes accruing ,,ub eyucat to December ? 1, 2011) *"4i;tnst.r"an(i"lmint,:c":acusedflrmnkularo,t1ur,i., :owtmnits. In W'itness \% itet•eoi. unantor has hereunto set grantor's hand iind seal the clay and year first tlx)\e :trittcn DoubisTims SisL'IIC 1. SCalCcl atul clulil Vl—(.J ilt att; jWCSQilec- Kathleen S. Pliant, q n / ;r�iTF7 t,J5 rat lTl IN,~ �.7- .�.. -h ,r #!{ f d utli .it I'loridii County of Afianti-Dads: Z rk' }Uf'C�°Cfiii�' 1115truill.ent V1js betorL me by i cav: Oe IX! Pfly'SIC�li PiCSCl7eC Ui" {Ntfiili. f7Ol;iff7.liiVi7_ i{l!:i clay of Ociobci% 2020 by Kathleen S. Phan—, and lonathan��cldinan. who I l are personally l no\u of (X J ETa� prL)Jttcrcl a d tticr's license .tS iticntifieation. r ) lNolary. Scat] iVCEji1'1 f llblle ,. ) i Prilltr J Name •.R-lC'-'r(1-1` cam% LC/-7 6 � (,.> %ib`t,Vtl7tlli5al4)il �%(1nc,ti: _ itY; t- 1Pr ! 1';;f £afr;Yr, iJoilbto Tirno i 7•;!'Jgi - i r81;1' 1 02 Summary Report Property Information Folio: Property Address: 11-3206-014-3670 1079 NE 96 ST Miami Shores, FL 33138-2551 Owner KATHLEEN S PHANG JONATHAN S FELDMAN Mailing Address 1079 NE 96 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,737 Sq,Ft Living Area 2,022 Sq.Ft Adjusted Area 2,348 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 1947 Assessment Information Year 2020 2019 2018 Land Value $473,000 $473,000 $450,000 Building Value $173,376 $175,818 $178,260 XF Value $437 $437 $437 Market Value 1 $646,813 $649,255 $628,697 Assessed Value 1 $646,813 $649,255 $628,697 Benefits Information Benefit Type 2020 2019 2018 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 5 & LOT 6 BLK 82 LOT SIZE IRREGULAR OR 21307-1765 062003 6 COC 23487A785 06 2005 1 Generated On : 10/18/2020 Taxable Value Information 2020 2019 2018 County Exemption Value 1 $50,000 $0 $0 Taxable Valu ;596,8131 $628,697 School Board Exemption Value $25,000 $0 $0 Taxable Value 1 $621.8131 $649,2551 $628,697 City Exemption Value $50,000 $0 $0 Taxable Value $596,813 $649,255 $628,697 Regional Exemption Value $50,000 $0 $0 Taxable Value $596,813 $649,255 $628,6 77 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/28/2015 $725,000 29915-1071 Qual by exam of deed 10/27/2010 $430,000 27472-1428 Qual by exam of deed 06/01/2005 $600,000 23487-4785 Sales which are qualified 06/01/2003 $134,000 21307-1765 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D, COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. V COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. V COPY OF LOCAL BUSINESS TAX RECEIPT C. V COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. J COPY OF LIABILITY INSURACE" E.. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. N 0 w 9 a z 0 w 0 a 0 a a 0 a a a 2 a a a 2 0 N a a w N 0 0 0 a a 9 0 0 0 9 a a w 0 0 E E E a a 0 E E a w 0 0 E 0 0 0 M E a w a a a a 0 a a 8 9 w a a a 9 a w a a s E a 0 0 0 0 2 0 0 BUSINESS NAME: U U M I 0,�E 015—mp, eialut &EF ood�j U!-n- BUSINESS ADDRESS: 40�� NW �-t CITY Jf11 0CWISTATE—EL—ZIP 33() -jr— BUSINESS PHONE:( '3 0 �tK— Sff?l FAX NUMBER CELL PHONE (3 05) 22 11 — QUALIFIER'S NAME: J.&I C—'2' Tt� QUALIFIER'S LIC NUMBER: -22o B5 0-0 3 Z � Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 7306246 BUSINESS NAME/LOCATION HURRICANE MASTER GARAGE DOORS CORP 4011 NW 191ST ST MIAMI, FL 33055 OWNER HURRICANE MASTER GARAGE DOORS CORP C/n WII I IAMS nRTAS 01IAI IFIFR Worker(s) 1 RECEIPT NO. NEW BUSINESS 7596692 EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 10/20/2020 20BS00374 0224-21-000160 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles —Miami —Dade Code Sec 88—M. For more information, visit www.miamidade.govRaxcollector M® Municipal Contractor's Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY CC NO: 20BS00374 MC BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HURRICANE MASTER GARAGE DOORS CORP7586694 SEPTEMBER 30, 2021 4011 NW 1915T ST MIAMI, FL 33055 Pursuant to County Code Sec10-24 OWNER TYPE OF BUSINESS HURRICANE MASTER GARAGE DOORS SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CORP BY TAX COLLECTOR C/O WILLIAMS ORTAS QUALIFIER 10/20/2020 0224-2 24-21-000160 This receipt is not valid in the following Municipalities: Aventura, Doral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. � M�For more information, visit www.miamidade.govAaxcollector Ac<> CERTIFICATE OF LIABILITY INSURANCE rATE(MMIDDYYYY) lift .--'' 10/21/2020 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 have ADDITIONAL INSURED provisions or be endorsed. It 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 CONTACT NAME: Lucia Estrella ACCURATE GROUP PHONE EX�= (305) 226=$727 --- FAX iA No):_____ 8300 West Fla ler, Suite 114 E-MAIL accurate.certificates mail.cam g ADDRESS: - _.. @9_-. - —m - - - Miami FL 33144 INSURER A: Granada Insurance Company 6411 INSURED INSURER B : Hurricane Master Garage Doors, Corp INSURER C: 4011 NW 191 St INSURER D : INSURER E Miami Gardens FL 33055- INSURERF: 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. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER ! POLICY EFF POLICY IYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,OOD,DDD - +,/ X _.. — --- DAMAGE TO RENTED $ 100,000 - CLAIMS -MADE OCCUR cu PREMISES (Ea ocrrence) MED EXP (Any one person) $ 5,000 0185FL00146593 - 0 10/15/2020 10/15/2021 PERSONAL a ADv INJURY $ 1,000,000 — - --- - — - L AGGREGATE LIMIT APPLIES PER. GEN GENERAL AGGREGATE $ 2,000,000 �X_i PRO-- POLICY JE 0 _! LOC --- ..----.._. PRODUCTS -COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY _ COMBINED SINGLE LIMIT $ ! (Eaaccident) _-.._. ANY AUTO j !, BODILY INJURY (Per person) $ OWNED f-- SCHEDULED INJURY (Per accident) $ AUTOS ONLY ,_.._. AUTOS - HIREDNON-OVA,4ED I ,,BODILY PROPERTY DAMAGE $ 'Per — _- AUTOS ONLY r ;AUTOS ONLY accitl enY� -.t_ $ UMBRELLA LIAB ;OCCUR I EACH OCCURRENCE $ EXCESS LIAB I CLAIMS -MADE AGGREGATE $ $ DEC i RETENTION 5 WORKERS COMPENSATION PER ! OTH :STATUTE ER AND EMPLOYERS' LIABILITY YI ` — — — ANY PROPRIETORiPARTNERiEXECUTiVE E. L. EACH ACCIDENT '.. $ OFFICERWEMBER EXCLUDED? NIA — - — -- — (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ i If yes, describe under '': DESCRIPTION OF OPERATIONS below'': E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License # 20BS00374 CERTIFICATE HOLDER CANCELLATIUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Lucia Estrella Miami Shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD o� JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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 law. EFFECTIVE DATE: 8/14/2020 EXPIRATION DATE: 8/14/2022 PERSON: WILLIAMS ORTAS EMAIL: LUCIAESTRELLA@BELLSOUTH.NET FEIN: 842845535 BUSINESS NAME AND ADDRESS: HURRICANE MASTER GARAGE DOORS CORP 4011 NW 191 ST OPA LOCKA, FL 33055 SCOPE OF BUSINESS OR TRADE: Door and Window Installation All Types Residential and Commercial IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), 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 on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01211972 QUESTIONS? (850) 413-1609 HURRICANE MASTER GARAGE DOORS CORP 4011 NW 191 ST, MAIMI 305-494-8876 Date: 10/19/2020 State of FLORIDA County of MIAMI DADE Before me this day personally appeared WILLIAMS ORTAS who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 1079 NE 96 ST, MIAMI SHORES Contractor Signature Sworn to (or affirmed) and subscribed before me this 19 day of OCTOBER . 20 20, by WILLIAMS ORTAS Personally know. OR Produced Identification OxfIAZXI's Ilee5IsL Type of Identification Produced -SY,9 • • 4 ��' Pri1 •ti #i6 853155 qT %i��' ' �bllc Undsr:• d�� SlklS o.�\O\ or Stamp Name of Notary Miami shores Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Florida 1_,aw 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 and has acknowledge that: he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOL ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE. AND UNDERSTAND ITS CONTENTS Signatu _ _- -- Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 19 day of OCTOBER . ,0 20 By /g/y/P,/ rG�Gt/who is personally known to me or has produced as identification. Notary:_ SEAL,: �SSION.'� • nded. (' • REPLACEMENT OF TWO IMPACT GARAGE DOORS rr-A ° °°°°°° °° = °° ° ° ° e��.--' ------------------------------------------------' =°° °�� ° �96th ST °°°° ........... ------------ ------------------ ...... ...... .......................................................... -'--'............................. ° °°°°= JOHN ERIC SEGRETI & DA0|ELAFRAN[!S[A3EGRBl 1U7yNE96ST yN|AM|SHORES, FL33l38-I5S � � Y ` MIAMI-OW ML&MI-DARE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street Rooni 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE _,"WINJINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA www-miamidade.govieconomv . ............... . Clopay Building Products, Company 8585 Duke Boulevard Mason, OR 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHT). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP11ON: Single Car W8 Steel Pan Sectional Garage Door up to 91-0" Wide wl Impact Resistant Lites (DP +48.0,-54.0 PSF) APPROVAL DOCUMENT: Drawlng.No. 1035477, titled "Single Car WS Pan Door with Impact Resistant Lites", sheet I of 1, dated 10/23/2006, with revision 05 dated 07/18/'2017, prepared by Clopay Building Products Company, - signed and sealed by Scott Hamilton, P_E_, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address,, model number,. the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the U&M%s, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anv product for sAt?,Iadvertis�gM4ny other purposes shall automatically terminate this NOA. Failure to comply with any section of 019 WIA shall be cause for termination and removal of NOA. L1MTtATJ_01*. T12s approval requires the -manufacturer to test all coils used to fabricate door panels under this 0 00 Notice of AccepAce. A minimum of 2 specimens shall be cut Lrom each coil and tensile tested according to ASTM E-8 t-a Miami Daae'Couenty approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year,theMnu • factu;er Mall mail to this office: a copy of the test reports with confirmation that the specimen were .selected ma nu •40 • eotv coils at tite *m'a,poifacturer production facilities and a notarizzed statement from the manufacturer that only coils with yTe.1d. *strength JW600 psi or more shall be used to make door panels under this NOA. * 0 0 0;6 4 )WYX, RTISfJVJV. T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the tV;i;Van dat; mV.be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done inits entirety. %* 0 0 1§4MCTIOT'N: A copy of this entire NOA shall' be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-120&04 and consists of this page I and evidence pages E- I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.. Utrera, P.E. M NOA No 17-10-16.27 KADECOUNTY F Expiration Date; ebruary 21, 20 7 2-7 Approval Date: December 28, 2017 Page 1 Clopay Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006, with last revision 04 dated 02/2015, sheet 1. of 1, prepared by Clopay Building Products Company, signed and scaled by Scott Hamilton, P.E. B. TESTS ".Submitted under NOA # 06-1.10 7.02 " 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked -up drawings and installation diagram of Clopay 9'x 8' '114 ga. Steel Door, Model 94-W8, prepared. by American Testing Lab, Inc., Test Report No. ATLNC 1008.01-07, dated 11/05/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 06-110 7 02 " 2. Test report on Accelerated Weathering Using Xenon Are Tight Apparatus, per ASTM 'Gl 55, Test Report No. HETI-06-A002. prepared by Hurricane Engineering and Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E. Droz-Seda-, P.E. 3. Tensile Test on GE Lexan SLX2432T, per ASTM D 63 8 and ASTM E 8, 'Pest Reports No. IffETI-06-T566 and HETI-06-T634, prepared by Hurricane Engineering and Testing Inc., dated 07/14/2006 and 11/0812006, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report on Self -Ignition Temperature (ASTM D 1929), Rate of Bum (ASTM D 635) and Smoke Density {ASTM D 2843), Test Report No. ETC-06-1024-17496.0, dated 05/26/2006, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS ",Vubmiftedunder NOA #.06-1.107.02" 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/2006, signed and sealed by Scottflamilton, P.E. D. QUALITY ASSURANCE 0 1. Miarni-Dade Department of Regulatory and Economic Resources (FER) 0 E. MATERIAL CERTIFICATIONS "Submitted under NOA # 06-1107.41" 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports�V IHTI:44 T.4.96, egos 000 T597 and T598, dated 08/24/2006, signed by Rafael E. Droz-Seda, Rjo. • 00 2. Salt Spray Exposure Test Report No. 30160-04-63365, prepared by City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 9 9% e * ... 0 17 Carlos M. Utrers, P-E. Product Control Examiner NOA No 17-1016.27 Expiration Date: February 21, 2022 Approval Date- December 28,. 2017 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE.: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letters of code conformance to the 5' edition (2014) FBC and of no financial interest, both issued by Clopay Building Products Company, dated 12/06/2016, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 154225.03" 2. Statement letter of code conformance with the 2010 and the 5`h edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. "Submitted under X0.4 # 12-0105.01 " 3. Statement letter of no financial interest issued by Clopay Building Products Company, dated 01/04/2012, signed and sealed by Scott Hamilton, P.E. 1. New evidence submitted A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/2'V2006, with last revision 04 dated 02/2015, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Iamilton, P.E. B. TESTS 1, None. C. CALCULATIONS 1. None. �••••� D;;QUA�;AUASSURANCE ...... '. '.;1. Mimi -Dade Department of Regulatory and Economic Resources (RER) • �"• • • Jr. MAT.EWi *L CERTIFICATIONS ..... .. •••••• F. STATLIUMS • • • • • • • • • • 4tattment letter of code conformance to the 6a' ,edition (2017) FBC issued by Clopay . • „ �1. • • • • Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, ...... P.E. Carlos M, 'Utrera, P.E. Product Control Examiner NOA No 17-1016.27 Expiration Date: February 21, 2022 Approval Date: December 28, 2017 E-2 i END STRES ATTACHED TO DOOR SON WITH PATENTED TOG-L-LAC SYSTEM. END SAES HAVE (2) TOG-L-LOG C1111CAES AT TOP AND (2) AT BOTTOM. ALUNC THE FRONT FACE • 21• SECTIONS HAVE (6) TOG -(.-LOCI CL'NC:�, • is- SECTIONS RWVE (4) TOG-L-Loc dWCHE3.® --" (i) NIERmE01ATE STLE 3E11AEEN EACH ENBOS:G ATTACHED WAH AOG�ATOP & BOTTOM] URETHANE CENTER). —N,AL DF( —F- A SNAP -IN 01S ROW OF IMPACT-Rfb"SIMT G—HE T "y,i (' TOP SECTION (uRRTO ffi TANr -. -T{E-tCP 5I10.rS). -'_I` .......:... LNG IS [DU[G(IaMi •wc C OE LCQH 9.x21.T2T, AN APPROY© CC. 14 1. IN AGWKCANa WON -- MC/ESC 260E SEE BILLION B-B FOR ASS- v OV"K I OF '- -Y DOOR VADTH - W-0• X SECTION E-B THIS PRODUCT COMORMS T9 THE 03 5/11 JINC#ASm M -�aETkt b' REQUIREMENTS OF THE 2010 FM 04 2f2Ct5 •ADDED CODE THE FIFTH EDITION FBC. AM THE OS OO/TA/17 1,UPLUTED tA][( ....... "" SIX" EDITION Pi1C.. TRACK CONFlGURATION NOF20MAL T1UCK 9'JIM'ORT �® DT DOOR R4.R.A31ER (To SUTT). MCN SOW TAPE. Cv2 HWG IEIUm Zit t MM'4AOPILIAD-CIPDT L`RCGEE9E S Wf O Ti ATXE H CT TX T Y2 flmt4T SEE LMTERMED. HINGE FRAME & QAz1 DETAIL FOL SIYAR+E REUWIa FAbIENEI, TO (RAMC WITH --.-SEE END HINGE DETAIL (I.). ja r.3/A'_RAN — -IOOt Pp311pN (W STUES). SEE LAYOUT' Or fAC!7 'I PoR TIER.. ODTR FIETCRT � • 6-7 wI 7T? 1 4 I45' TO SG' S So.TO 1o'6' -8 NSTAUER MODEL PE7AA. MODEL -- DLSC�(TiK --IM TO 12A'... T >N, �' N40T W4N WU000 X itXTIM I41STD MEL G4.V. NRR. STILES 12V iD 14'p' a 146'TD 1S'9' 9 - =:ti 1FKNR FT3lSl1 El STIES im 0 . • SECTIC615 ARE ERffR 18' 2Y INSIDF FLFVATION 24 GA (O.02TS" MIN. THICK) LIM STEEL ExTaDOR SHIA WITH0-40 GALVAM2440, BAKED-CW4 PRIMER AND SNIP LATCH GRIMM A BAKED-p: POLYESTER PARFD ONTO VERTICALTTFA"' TOP COAT APPLIED TO BOTH SIDES ONE SNM LATCH " EACH ••.END OF SIEM SKN. (ASTM No. A653). SIDE OF DOOR NITERKxuz STILE 4 INTER. STWE STILEt E1E AIDE BOLT Loa OUTSIDESTILE/ ENGAGES ;N3D OUTSIDE END H NOL, YERTICh' TRACK KEYSD ✓ STYE DIME lW: CN HONOR -M DORSDENSW'E IiANOLE TRAENGAN4 DOOR. ON Amat kFY£D Igo OUTSIDE KEYED LOCK EACH SIDE I SIDE aj" so eNdP�tA�t-N-_^E'K OAiON (LOCK ,Ag_. LOCKING or DOOR. .IDCBS OT'3N B { 1 /14�6/a, SHcS ME:AL r SFIi LIP SOP` ± I B�:S i--� PRJODUCT REVISED 7-ve• _ "_i/2, as complying with the Florida o Building Code ;"Ta;./I`o•,3u/�`Yts� 14Un-tiu• 17-101627 exp)raton 0121/2022 14 By 2 JAMB CONFIGURATION Miami -Da ej rodoct Control STOP MCU'.aNG OY DOOR e c,J,;,,r,� INSTA:LF3t (W S11R) h IV SECTION A -A -j 2" THICK JAMB TO SUPPOR f. IAU. THE LOAD FROM THE DOOR I: VERTICAL SYP (GRACE /12 OR SET / HORRONTAL (TOP) UAH13. 2_ ALL JAL• FASTENERS MAY BE (BL MOM B4G SURFACE .i_ A 1/3 STRESS INCREASE FOR WIN 11 CF. GAV. SOIL.] TOP 12 GA. ACV. ST ANCHORS AND FASTENERS FOR Si SKIC_ (2-x 5-3/9•R. u,OO FRAM B i DINGS 1'(4) ATTACi" ED ;1tx5/B' 5NEFT 5,-1V,S,CFME SitHi 9/LLLS OF ODOROPF1WMiA. #2 OR BETTEA)mr,rns N 6CT.TNNG ra. SitD WALLS JEIC1112�NOKV BLOCK WALL OR CONCR 14 GA. DS.V. STFfI. 7s SYP •GRADE 12 OR BEiiH1a WOE fDO HNGE E EN 4ONCRETE COLUMN. BLOCK WALL CCU lO NORMSEITENONC IMO THE FOOTING R YErAI `.T4x5/e' GFAMS TO fOOTING PER BLOCK WALL SAT _ _ _ DESIGNED BY THE BUILDING ENGINEER i • • • ) I 12 GA GALV. STEEL RA('.K • • • 1 • • • 11a`e/)7„�`� DRAW FASNEMED tO WOOD • . • • A I JAMS ,, ONE Sj16 xt-1/2- W000 NG SGRElW PRt &LdKEr. • • • • • . • • . • •11�GIL O f ?A NTEA. 6ZE FYStENED TD CETOEA Y DALY. SR03l TRACK FASTENED TO '!RACK 1WtMA(ETS. EACH Snta W/(4) FA'.N ft4d/e" sNM MEIX SCREWS. BRACKET ATTACHED WITH ONE 7/16' ROUND PUSNNUT IS MIX= ON EACH ROUR QY . MI i/4'KS/r BOLT & T 0 TWO I-14 GA GA1.V. STEEL W HIW FAST? M To No SAES W/(4) MH 1/4' RIVETS ••• 41416/e SHEET MEW. ScFIDIS a (4) t/l alf WPM SCREWS •i• •.• • • • 2" 10 .u. SI• E.TT..W.I.ER • • • • • • • • • • • • • • • 1 3' TAU K 20 GA GALV. ti. STEEL U-W. TWO U-8WS ATTn^HED WITH 1/412SHi SCREWS SCREWS. (1) SCREWS AT EACH END O NMFA ]ERSTILE LOCATION 13 CA GILV. STEEL BOTTOM ORACKE7 (3-1/2' x 3-1/27 - AT=HED WITH (2) #14K3/1 SHEET wrl SCREYlB. -`,13 OA GALV. STM FVO'' IPUCKET. EACH FASTEW D To WOW ,MOST W1 H " 3/16'xf-1/2' WODD Ex satyrs. VALEARGt{LFCTTOCN t�+ HNO�� ./OmXL TRK.K WON p 2' GALV. STEEL TRACK, ,1• TRACK THICXKESS; 0.060' $ k4^ m. W-�r41z rt, zntY ST42L K W1W.KEF, lNR 1T,W SAiACKET DWB4E NORRONTK 1RACX MUBtF ]RACK 1 Q ) OW FFADRDO4 OPPW .3i�if{•�iiiS0ii�911i�i l7i FTI•�$ �RiAF tL•19tgii 'E1Ci�iff-li•�S►LSilP1i•�!S• i3ifdi Ysf'�Y•. I� 'ili�•iYZ)ilSIL7lC.^ilTi IfiC�7liF: tiF3IO7ifi•FLi•!:]:li><G1ri[FSE �iiQOj .�#ii aE�r�rnvnsrcnsF�F�ere.��a�tr•e:711�r.� : 6i[L)i�*iBFi7�CEif[:i1il��➢O� t>aiDZT.II.'cT�cTzursiaaT tEsEi� (iL91,S129iD'i 6yG➢ iT.l,li�i7.T3 F7. 1i/fa7)Y�FYtt:£lY n'7!IDiR'/4E11111 [101 PREPARATION_ OF JAMBS BY OTHERS I C Lit= THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPON5;aM OF T14E B'i40!TSS'ONAL OF RECORD FOR THE BUILDING, OR SIR IICTURE AND N ACCORDANCE WITH CLRRe'NT BIR DOG LODES FOR THE LADS LISTED ON "1ST DRAWIM MAXIMUM ON CENTER BUILDING, TAPE FASTENER TYPE DISTANCE FASTENERS FASTBETWENS 1=1 WASHERS WASHRS -DO OR CROWED 1/4' x Y 0-1/4' EMBED) ITW TAPCON CONC M ANCHOR k2--:/z' MN, EDGE DISTANCE) 10-1/2' � O.C. 00 PSI NTN. CONCRESE T 4 x 4 1- 4 C T f"I"RE�fE ANC :2^f MRA .EQG[ DSTANQ A T O.D. 4 PSG. ._., ... O (1° Mai. © DIST Eu Ar Y A -1 MIN. rrF TsY 21-1 2 IFD 1 .�.. CCO PSI i4irZ-C x 4 2-1 . F]IBEO WE/ -IF R - n • HIGGH'£9T AN OC NEW NSTA� AT LEASTMAS HIGH A5, "W_FWl9:pPwWi ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. oftttllSNON DD`OOOO,RR`ET.IING+ ATTACHES WITH /5xi/2' SELF TAPPNG SCREWS AT To' ON CENTER SPA^_tNG [(6) sLr�WS ON W'Y P'UDRj. TOLERANCES 810pay U...SARI OhaW44 .DUO ZAx= �@` > �,/2 6a CLOPAY BUILDING PRODUCTS:, mv"Y' SH.r•',• , Building Products 8585 DUKE BLVD. D : iCOm do MASON, OHIO 45040 a] .(�,c+fEGr'-,:_.'•``� 513 770-4800 Ili u,,� S.� 3 H ,: N •` 4i. •. B CENTER DISTANCE. SIGN LOADS: +48.0 PSF & -54.0 PSF. A - ' PACE, MAX, SIT2E i OF 1 1 9'O'W X 16'0'H l A Florida Building Code Garage Door Windload Design Pressures Report # DPR-201102-B-01 RE C E+ r VRr) Page 1 of 2 iD The positive and negative design windloads for the garage door opening(s) lVid, below re ed from the Florida Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 16 d cladding' (Exposure C), 175 mph ultimate wind speed for Miami -Dade County. Address: John Eric and Daniela Francisca Segreti 1079 NE 96 St Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 2" x TO" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 57' 0" Y�. Roof Slope: Not provided (use greater.tharilbo) Measurement of Nearest Garage Door Opening to Building Corner: 2' 8" ;. • •; • Positive Design Load: +38 PSF (see page 2) Negative Design Load: -44.4 PSF S se : �aege 2) �...:. • The following Clopay Corporation Doors meet the requirements for the stated loads: • ... . • • • • • • Clopay Model 84A/94/4FW8 (with opt. IRL), 82" x T2", Approval # 17-1016.27, Dwg # 103547, Windlogq "p�city: +4V14 PSF. �:: • .. .. .. . ...... .... 0000 The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 6th Ed Florida Building Code (2017) for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load combinations. No further load reduction factors are permitted. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door -jamb. The structural capacity of the existing, designated door -jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. .``,,GO G H NM/`TO s No 63286 • `STATE OF 44t� Scott Hamilton, P. ;�-�'•.�� QP.•���: If 8Florida P.E. 585 Duke Blvd.License No. 632$6 '��,,SS`NA��``` Mason, OH 45040 (513) 770- 4800 11 /2/2020 Florida Building Code Garage Door Windload Design Pressures Report # DPR-201102-B-01 Page 2 of 2 - Retrofit Calculations for the Designated Door for John Eric and Daniela Francisca Segreti NOA and Site Specifics and Components 1. Miami -Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' Building plan and front elevation indicating the designated retro ` , 1 ENC GRU ONE L J PFL J Plan 'it door opening: Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN Elevation 1. Ultimate wind speed. V_ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1). • • 2. Nominal wind speed, V asd = 135.5 mph (Table 1609.3.1), . . 000000 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof heigbii. • ; . • (Table 27.3-1). ...... • • • • • 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). ...:.. . 5. Enclosure classification is "enclosed building" (Section 26.10). • 0000 • • .... 6. internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). • • • • ....' 7. External pressure coefficient. GCp: There are three external pressure coefficients, GCp, for componentlar"aladding acid therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficierrta fawoiegative prissu:es. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall •eg►w'oin the com@r of the building (also called the End Zone) defined as 10% of minimum width or 0.4h (h = mean roof height). Aichew� is smal er, taut not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5.. ' • • . See Figure 30.4-1. • • • ... • For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(5T0") = 5.7 ft. Since the garage door opening is located 2' 8" from the corner, this means that 3.03 ft, of the door is within Zone 5, and 5.13666666666667 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI/ASCE 7-10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one- third the span length'). in other words: (Door Width)(Door Width/3) _ The area 'A' = 22.23 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0,9387. -GCp (zone 4) =-1.2766 + 0.1766*log(A) =-1,0387. -GCp (zone 5) =-1.7532 + 0.3532*log(A) =-1.2775. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in lb/fe (psf) per Section 30.3.2. qz =(0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.9387 + 0.18) = 37.94 PSF. Negative design pressure for Zone 4: p = (33.91)*(-1.0387 - 0.18) = -41.33 PSF. 4J11111/1 Negative design pressure for Zone 5: p = (3191)*(-1.2775 - 0.18) = -49.43 PSF. ,,%���-0 • HAM J4Ii4�,, Since 63% of the door is in Zone 4, and 37% of the door is in Zone 5, the weighted average is: % .;G E' S . T02 (-41.33)*(63%) + (-49.43)*(37%) = -44,34 PSF. Rounding up to the nearest tenth, the final design loads are: +38 PSF and -44.4 PSF. F No 63286 gw Scott Hamilton, REb � STATE OF • ; 4U CC Florida P.E. License No. 63286 O � 8585 Duke Blvd. '. IN Al O RMason, OH 450 (513)770-480040 ,,��SSi0NP`���` 11 /2/2020