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WS-11-458Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158321 Permit Number: WS- 3- 11-458 Scheduled Inspection Date: April 14, 2011 Permit Type: Windows /Shutters Inspector: yip ri/r Inspection Type: Final Owner: ROJAS, ANA I Work Classification: Garage Door Job Address: 1086 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143480 Project: <NONE> Contractor: JULIAO GARAGE DOORS Building Department Comments Phone: 305 - 826 -0250 REPLACE 9X7 GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 158275. April 13, 2011 For Inspections please call: (305)762 - 4949 Page 12 of 17 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address iCYKO City State L Zip 3313$ Phone # Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name 31...)l Contractor's Address Cit H i Qualifier JD. i IaO Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: DAddition Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ ' p (..01) (Continued on opposite side) Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DAlteration Electrical Plumbing Mechanical Roofing County Miami -Dade Zip NO 41,C2D.DO Structural Plan Review. $ Master Permit No. ['New Repair/Replace 3 Permit Fee $ //9 � CCF $ Training/Education Fee $ Technology Fee $ Radon $ Bond $ MAR 142011 t Permit No. Y K I 45c. Square Footage Of Work: Co3 ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the 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 commenceme ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue # & the ab ; of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Chc 10/14/03 Owner or Agent The foregoing instrument was acknowledged before me this 0 3 day of ) 0 , 20 1 1, by Arta 12.03a s who is personally known to me or who has produced �Q ,YS t � e Wl.s identification and who did take an oath. NOT PUBLI f Sign: 1�._l -_•t�� Print: APPLICATION APPROVED BY: ''K � My Commission Expires: � '6 � L _ � � Signature Co actor The foregoing ' strument was a . owledged before me this day of >20 )1 >byt e \Lii\ aO , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU nt: Commission Expires: (Certificate of Competency Holder) Q� Q State Certificate or Registration No. Certificate of Competency No. \6 OO2 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Prepared by and return to: Keith Moore Gregory B. Taylor, P.A. 5310 NW 33rd Avenue Fort Lauderdale, FL 33309 954 -763 -6553 File Number: 10 - 19586GP fSpace Above This Line For Recording Datal Special Warranty Deed This Special Warranty Deed made this 12th day of January, 2011 between JPMorgan Chase Bank, N.A., a corporation formed under the laws of the United States, whose post office address is10790 Rancho Bernardo Road, San Diego, CA 92127, grantor, and Ana M. Rojas whose post office address is 1086 NE 96th Street, Miami Shores, FL 33138, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND-NO/100 DOLLARS (510.00) 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 beirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to-wit Lot 4, Block 81, MIAMI SHORES SEC 3, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number 11- 3206-014 -3480 Subject to taxes for 2011 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. 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 with 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 convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubieTimea Signed, sealed and delivered in our presence: With �I e: Witness Name: STATE OF California COUNTY OF seg Rosie ` egoso REO Closer ALL - PURPOSE ACKNOWLEDGEMENT S.S. • On l /i , 2011 before me, � O A. Nllarcfi iez (i nsert notary n a Notary Public in and for said state, personally app Martha Ksrnhrell (Print Name) as (Print Title) for JPMorgan Chase Bank, N.A., a corporation formed under the laws of the United States, who provided to me on the basis of satisfactory ev' ce to be the persona `whose e( are subscribed to the within instrument acknowledged to me that h�' ey executed the same in his 4,, ,their authorized capacity(iesrj,'and that by hiseir signature(s) on the instrument the person(); 'or the entity upon behalf of which the person(sracted, executed the instrument. 1 certify under PENALTY of PERJURY under the laws of the State of true and correct. WITNESS my hand • lsea A 4� Print Name: Spada! Warranty Deed - Page 2 JPMorgan Chase Bank, N.A., a corporation formed under the laws of th United,States (Corporate Seal) By: Print Name: Martha Kin t re I Print Title: Aw \t:.+ Pre California that the foregoing paragraph is =a ELIZABETH A. MARQUEZ ..� Commission # 1909032 Notary Public - California g z San Diego County - - _ - My Comm. Exxires Oct 19, 2014 DoubleTimea 44 JPMORGAN CHASE BANK, NATIONAL ASSOCIATION Dated: April 10, 2008 STATE OF New Jersey COUNTY OF Middlesex OFFICIAL SEAL LAURA L. SUPP NOTARY PUBLIC - NEW JERSEY MIDDLESEX COUNTY My Comm. Expires Mar. 21, 2011 INCUMBENCY CERTIFICATE I HEREBY CERTIFY that I am a Senior Vice President of JPMorgan Chase Bank, N.A. and that the following individual, holding the title set forth opposite her name, is duly elected officer of JPMorgan Chase Bank, N.A. and is authorized to sign legal documents such as all closing documents which include deeds and affidavits and documents related to the sale of mortgage loans and transfer of real property on behalf of JPMorgan Chase Bank, N.A. Martha G. Kimbrell Assistant Vice President Laura O'Hara, Senior Vice President On this 10th day of April, 2008, before me the undersigned notary public, personally appeared Laura O'Hara, Senior Vice President of JPMorgan Chase Bank, N.A., who proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on this document, and acknowledged to me that she signed it voluntarily for its stated purpose, and signed this document as her free act and deed, and the free act and deed of JPMorgan Chase Bank, National Association, in her capacity as Senior Vice President. Notary Public My Commission Expires: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,352 Lot Size: 7,100 SQ FT Year Built: 1960 Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 4 BLK 81 LOT SIZE 50.000 X 142 OR 18101 - 3199 0498 1 OR 27520 -3025 1110 12 Year 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$271,041 $0/$324,651 County: $0/$271,041 $0/$324,651 City: $0/$271,041 $0/$324,651 School Board: $0/$271,041 $0/$324,651 Folio No.: 11- 3206 - 014 -3480 Property: 1086 NE 96 ST Mailing Address: JPMORGAN CHASE BANK NATL ASSOC 8333 RIDGEPOINT DR TXI 2301 IRVING TX 75063- Year: 2010 2009 Land Value: $85,750 $125,248 Building Value: $185,291 $199,403 Market Value: $271,041 $324,651 Assessed Value: $271,041 $324,651 Sale Date: 11/2010 Sale Amount: $506,737 Sale O/R: 27520 -3025 Sales Qualification Description: Deeds to or from financial institutions View Additional Sales Property Information Report !Close windows Property Information Report Summary Details: Pro rtv Information: Assessment Information: Taxable Value Information: Sale Information: fClick here to Printl This report was created on 2/18/2011 12:09:05 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 http: / /gisims2. miamidade .gov /myhome /proptext_print.asp ?folio= 1132060143480 &cmd = 2/18/2011 INSR LTR D•L NERD TYPE OF INSURANCE POLICY NUMBER MP00003003000595 POLICY EFFECTIVE DATE (MM/DD/YY) 08/28/10 POLICY EXPIRATION DATE (MM/DD/YY) 08/28/11 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY X PREM SES (Ea occ $ 50,000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 1,000 $ 1,000,000 PERSONAL &ADVINJURY GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: — iii PRODUCTS - COMP /OP AGG $ 1 , 0 0 0 , 00 0 POLICY JE Ra LOC I AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON - OWNEDAUTOS COMBINED SINGLE LIMIT $ _ BODILY INJURY (Per person) $ — BODILY INJURY (Peraccident) $ — PROPERTY DAMAGE (Peraccident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EAACCIDENT $ OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ _ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Ifyes, describeunder SPECIAL PROVISIONS below WCSTATU- OTH- TORYLIMITS ER EL EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L DISEASE- POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORa CERTIFICATE OF LIABILITY INSURANCE PRODUCER BEACON INSURANCE GROUP INC 8567 Coral Way #301 Miami, FL 33155 (305) 266 -9706 INSURED JULIA() GARAGE DOORS, INC 8004 NW 154TH ST, #244 MIAMI LAKES, FL 33016 INSURERS AFFORDING COVERAGE INSURER A: MONTPELIER INSURANCE CO. INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CERTIFICATE HOLDER ACORD 25 (2001/08) MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES, FL 33138 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIOK DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE DATE(MM/DD/YYW) 2/2010 NAIC# @ACORD CORPORATION 1988 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CNITIFICATE 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 PERSON: FEIN: BUSINESS NAME AND ADORE$& JULIAO GARAGE DOORS INC 2033 VEST 82 STREET PW 304 HIALEAH FL 23016 SCOPES OF BUSINESS OR TRADE 1- GARAGE DOOR INSTALLATION IMPORTANT: Parting to Chapter 440. 05114), F.S. , on officer of a corpsman who elects exemption from thl7 chapter by filing a certificate of election under this section may eat recover benefits or compensation ender Oh chapter. Pursuant to Chapter 440.00(121 F.S.; CeTeheales 01 election to be exempt... apply aalY within the scope of the business or trade listed w the notice of election to be exempt. Parent to ampler 440.05(13), F.S., Notices of election to be exempt end certificates of election to be exempt shall be sabjeu to rerouting It at any time otter the filing of the notice or the ire of the certificate, the person maned on the notice or certificate no Ionger meets the retpihetneats of this section for issuance of a certilicste. The department shall revoke e certificate at any time for failure of the person named on the certificate to nett tha regaframents of this section QUESTIONS? (850) 413 -1609 MC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 PLEASE CUT OUT THE CARD BELOW MW RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARflENTOF P31ANCIALSERVICES DIVISION OF WCOMPENSATION CONSTRUCTION INDUSTRY CERTCFfCATE OF SECTION TO BB WSW FROM RAMA WaNKOMPCOMPENSMIONLMN EFFECTIVE 06/03/2009 EXPIRATION DATE: 08/03/2011 PERSON JOSE L 'JULIA() FEIN: 650898237 • BUSINESS NAME. AND ADDRESS: .IULIAO •GARAGE DOORS INC 2033 WEST 62 STREET P510 304 HIALEAH, FL 33016 SCOPE OF BUSINESS OR TRADE 1- GARAGE 000R INSTALLATION IMPORTANT F Pursuant to Chapter 440.05(14), ES., 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 D chapter. Pursuant to Chapter 440.05(12), ES., Certificates of election to be H exempt„ apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 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 fmrson named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department stall revoke a certificate at any time for failure of the person name) on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF 'ELECTION TO BE EXEMPT REVISED 09 -06 06103/2009 EXPIRATION DATE 06193/2011 JULIAO JOSE L 650896237 CUT HERE 06 -03 -2009 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT Ocr :Fief( ,� T MAR14211 BY: � 000 eao SUBJECT TO COMPUANCE WITH ALL FEDERAL. MI tMI"DADE ,F M O -DADE FLAGLER AGLER BUILDING BUILDING CODE COMPLIl J T j '134 ,; 1 � ' TI�#i6WEST LAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVIS49A1 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIPTION: Models 950/6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06 /11/08, signed and sealed by Tomas L. Shelmerdine, 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 Division. MISSILE -ACT RATE G: Large and Small Missile Impact Resistant LABELING. unt'*shall a permanent label with the manufacturer's name or logo, city, state and following gatemen tatemen i s a e Co Product Control Approved ", unless otherwise noted herein. RENE N shal , considered after a renewal application has been filed and there has been no change in the app • le b g � h 91y affecting the performance of this product. TE t I b • Axiri cur after the expiration date or if there has been a revision or change in the :.: i /9t�sft• +r materi €the product or process. Misuse of this NOA as an endorsement of any product, for • sales, e " o��n '' � er p pw� •see shall automatically terminate this NOA. Failure to comply with any section of this N e "°, o ll "cusor terns tion and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: 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 and renews NOA # 03- 0502.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 Page 1 Amarr Garage Doors D. E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06 /11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Wood jamb attachment to structure calculations, complying with FBC -2004, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. O1HI R 1. Notice of Acceptance No. 03- 0502.01, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. E -1 arlos M. Utrera, P.E. Product Control Examiner NOA No 08 -0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 13 0A GALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED W(4) (/4' x 9/8'IE)4 PER BRACKET STILE LGCATDN"'� ADJUSTABLE SLIDE BRACKET ATTACHED V /(B) 1/4-20 x 5/6' TRACK BOLTS AND 14 GA DURASAFE AILSTABLE MILLER CARRIERS ATTACKED TO 3 5/8• 2BGA R -TRUSS (/4 X 5/8 HEX HEAD 39/8' SUSS R- TRUSS ATTACHED V/ (4) 144• x 9/e' HEX HEAD SCREWS 3 =EOM 1 r ! I B Dill III TYPICAL TOP FIXTURES N.TJL SEE (TABLE 8) ON PAGE 8 FOR - RECIMMENTIED SECTION =FIGURATION w BY INSTALLER) (3) 0 GA CENTER STILES ATTACKED VIM 00 TOG -L-1.13C AT TIE TOP AND BOTTOM RAIL AND ADHESIVE 70 INTERIM FACE 6/871 X 02 GA. O) (/4-80 x stemma (3 0/B' R-TRUSS) SPLICE BOLT AND NUT PER JAB BRACKET 43.7.9. ADJUSTABLE ROLLER CAROLER ATTACED V/ OE 1/4' x 1/8• MILT 1 NUT PER BRACKET 3 5/8' MM. R - TRIES ATTACHED V/ (2) 1/4'x 6/8' MIX READ EACH CENT STILE 8' 10 BALI. STEEL 9' STEM ROLLER TABLE 4 ON PAGE FOR STILE PLACEMENT FOR STRUT SPACI0 9' -0' MAX INSIDE ELEVATION 5.710 B' TYPICAL DURASAFE END HINGE 5.t9. 14 OA DURASAFE ENO HINGE ATTACHED HEX HEAD 202VS 4GA. DURASAFE ROLLER CARRIERS ATTACHED TO END STILE V/ (3) 144' x 5/8' HEX HEAD =REVS PER CARRIER 10 BALL Siva. LOAD STEM ROLLER SLUE LOCK MAIMS WO TRACK 146 H SIDES 5/8' 7 ENGAGEMENT 0404602241101080040(0105000 LOCK BAR OPTION.) (SNAP RAO 144• x 3/414( HEAD SCREWS ATTACHED ES CA WITH (7) TIE-1- ED D0014 SKIN AND C TIE-L-LOC AT sums RAIL 1 7/18' DN. T RETAP ER STEEL TRACK 2' TRACK V THEIME5S ' COOtT. VERTICAL JAMB TRACK MOUNTING 1)FTAII S00 aWITT TYPICAL DURASAFE CENTER HINGED N.T.S. (TOP) SEE (TABLE 1) 08 PAGE 8 2' AMA. STRUT ATTACHED V/ ® 1/4' X 5/8' HEX HEAD SCREWS AT END AND CENTER 8' D BALL STEEL 5' 0708 ROLLER 5/16' x 1 5/8' LAG G) PER JAMB BRACKET 14GA. DURASAFE CENTER F @IF£ ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS O TYPICAL STILE STIFFENER L O TYPICAL DDTTON BRACKET 5.7.5. 24 00. MD( EXTERIOR ECM( z/ 0-40 DALVAM2ATI0N 410 84400 ON POLYESTER *18024 STILE =TIMERS W — LOCATED IN HINGE 44.022 ON 750 SECTION 18.7 GEES FED STRUT 20 3TRUT REMISED %CTION A - A (SIDE V1FW) N.T.S. BOTTOM BRACKET 14 GA ATTACHED V/(3) 144' X 0/8' HEX HEAD SCREW WITH A 13 GA BRACKET SLIDER BA CROOIRCtAL TOP FIXTURE ATTACHED V/ (4) 1/4' z 6/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V /(0 144• x 1/8' BOLT AND NUTS PER SECT 108 2040 HINGE 3 5/8•1 X 88 GA (3 5/8' A Y% <4) STEEL z 8 HEX HEAD 0000140 AT EACH EMT STILE AND 03) 1/4' x 9/8' HEX SCREWS AT EACH CENTER STILE STRUT AT BOTTOM PAWL V/ 8 . 077 SI22 E TADER O. RE IFJX. ®WOOD JAMB ATTACHMENT TO STRUCTURE 211 8'.115111-43 AMR ATTAI74WFN7 TO *404)1) FRAME TINIPT14l1 SCREWS 6/18' X 3' LAG SEWS STARTING 6' FROM ENDS THIN 24' 0.0. (1 1/2' EMBEDMENT) 2 X 8 222121,2 JAMR AT7ACMMR'IT TN 2 MR PA 4Y888111F' 141011 IMAK BOLT 3/8' X 4' STARTING 6' FROM EROS 71144'1 24' 0.0 (2 1/2' DOEDIENT) 116 VE ANCHOR 3/8' X 2 -3/4' STARING 8' FROM DOS THEN 18' 0.C. (1 1/4' EMBEDADDI 411207 REDHEAD YF (750 -502.1) 3/8' X 4' STARTING 13' FROM ENDS THEN 24' 0.0. (2 2 X 8 RI1CN EN JANA ATTACHMT m C-80 RI (xy( HOLD ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM DVDS THEN 18' 0.10 (1 1/4' TIw/ 4)440214 TAPCON 1/4' X 2 STARRED 6' FROM ENDS. USE PAIRS O EASIER:S (3' APART) AT 16' 010.(1 1/4' DIBEOYFR1) *LAOS AND BOLTS CAN 6E COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SWSA(E. IOD001 TI A DISTANCE 2 33/4 USED. RIO 1/3 8( IN ANCHOR ALLOY/AEU LOAD WE 10 SHORT 10E DURA110N HAS BEEN SP/LI(CE TRACKS AT THIS LOCADCN 1_f !I O 11 11 1.1. II n GE 2 (TABLE 3) ON JAMB BRACKET S PACING PRODUCTREMSED TRACE( COEFIGURATION FOR 8'8" UP TO 14' TALL DOORS amehl4tuM11fe11Mids Acceptors bb' $07 )77_, : l) lGn REV LBW CA RO S NI Of N D A ARMI 219 FLA AWL 80 O PO ACID 45-0'2 -03 91 AX x M 914 Z 8 DESIGN LOADS +51.1 PSI: -60.3 P00F LARGE )OSSLE IMPACT RESISTANC WOOD GA. FLAG BRACKET ATTACHED TO WOOD JAB V/ (3) 9/16 504 11 - 5/8' LAG BOLTS AND TRAM V/ (4) 1/4'-20 x 9/9 TRACK SPLICE TO BOLTS AD parrs 1 5/16' DIA. 1 AT EA. JAM ATTACHED 1 0 JAYS JAMB BRACKETS 12 OA. MIA STEEL ACKED 11/ M 1/4' -)0 x 8/8' iRldl HUGE Bd.T & NUT 21 165 CAREASE COURT 141140104 -SAEK. NC. 87105 ■68NUECDI NOBEL 060 RESTOGE (24 04) 1000. 2000 ®I1ODn. 866 OAR 8024/1140 (24 GI) 1000, 2000 MORT, 10040, 2LUSH, AND BEAD 21N6f8 918 ROM 00 OOE ONO CRON MIER B mama APE 1111E AOM CRC- 9509 - 180-21 D101@k 2240 L 5*482M PE UC 110 ORES HET 1 22 3 ED DOOR H E I G H T TRACK ATTACHMENT SPLICE A B C D E F G H 1 J K LM 18" N S 6' 6" 3" 14" 27" 38" 48" 56" 64" 37" 58" 13' 0" 21" 21" 21" 76 1/2" 70" 7' 3" 14" 27" 38" 46" 56" 68" 82 1/2" 8' 5 1i2° 16" 34" 52" 70" 76" 7' 6" 3" 14" 2T' 38" 46" 56" 68" 78" 18" 18" 18" 841/2" 9' 5 1/2" 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" , 16" 34" . '7 . 88" 88" 8' 6 " 3".. 14" - 27" 38" 46" 56", 68". 68" 78" QQ 88" 112 1/2" 10' 6" 51/2" 16" 3r 9 " ' 0 " 0 " 79" 3" 14" 27" 38" 46" 56 " 6 [ 781 88" 70" 88" 106" 21" 1241/2" 100" 9 ' 6" 3" 14" 27" " . 38" 4.6 56" �►9' 6b7" 78 "; 88" 98 " 16" 37" 58" 79" 1 " 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 124" 1421/2" 13' 5 1/2" 112" 10' 8" 3" : 14" 27" 38" 46" 56" ; ;" 78" 88" 100" 110" 79" 100" 118" 118" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 11' 6" 3" 14" 27" 38" 48" 56" 68" : 78" 88" 100" 110" 120" 130" 12' 3" 14" 27' 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 12'6" 3" . 14" 27" 38" 46" . 56" 68" 78" 88" 100" 109" 122" 142" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6" 3" 14" 27" 38 " 46" 56" 68" 78" 88" 100" 109" 122" 134" 144" 154" 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" DOOR HEIGHT STRUT SPACINGIBASED ON RECOMMENDED- SECTION CONFIGURATION) - TOP #2 A B C D E F G H T 6' 6" 5 1/2" 18" 34" 52" 21" 13'6" 21" 21" 70 1/2" 7' 5 1/2" 16" 37" 58" 13' 0" 21" 21" 21" 76 1/2" T 6" 61/2" 13" 31" 49". 67" 18" 18" 18" 82 1/2" 8' 5 1i2° 16" 34" 52" 70" 21" 21" 21" 88 1/2" 8' 6" 5 1/2" 16" .`37" .68° 78" 18" 18" 18" 841/2" 9' 5 1/2" 13" 31" 49" 67" 85" 21" 100 1/2" 9' 8" 61/2" , 16" 34" . '7 . 88" 1081/2" 10' 5 1/2" 16" 37" 58" 76" 94" 9'8" 21" 112 1/2" 10' 6" 51/2" 16" 3r 58" 79" : 10O" 18" 18 ". 118:1/2" 11' 51/2" 16" 34" 52" 70" 88" 106" 21" 1241/2" 11' 6" 51/2" 16" ` 3T' '58" 76" 94" 112" 7' 6" 1301/2" 12' 5 1/2" 16" 37" 58" 79" 100" 118° 21" 136 1/2" 128" 51/2" -18" 34" - 52" 70" 88" 106" 124" 1421/2" 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13' 6" 51/2" 16" 37"` 58" 79" 100" 118" 136" 1541/2" 14' 6 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #8 #7 #8 14' 0" 21" MBA 21 "' 21" FE 21" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13' 0" 21" 21" 21" 18" 18" 18" 18" 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12'0" 21" 21" 21" 21" 21" 18" 21" 11' 6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" 112E21101115153511 21" 10'6" 21" 21" 21" 21" 21" 21 " 10''0" 21" 21" 21" 18" 18" 21" 9'8" 21" 18" 18" 18" 18" 21" 9' 0" 18" 18" 18 ". 18" 18" 18" 8' 6" 21" 21" 21" 18" 21" 8' 0" . 21" 18" 18" 18" 21" 7' 6" 18" 18" 18" 18" 18" 7' O" 21" 21" 21" 21" 6' 6" 21" 18" 18" 21" TABLE 1 TABLE 3 TABLE 2 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE 000R IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. 230.0 EACH uVE & JAMBS RE� MAX DESIg4 LOADS OF: 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED. G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO T0° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8 R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR VOID LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201. 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SMALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASIM 0 -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. —+ MAX. WIDTH 9'0' +— 11111111111 DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 ® -271.4 LBS/FT MV A SIE 8 INTERIOR OF GARAGE 01975 (F REIM MAIMS TD 939 NO1M1.6951tREEND 9 x 14' DESIGN LOADS +51.1 P8F -80.3 PS: LARGE MISSIE IMPACT RESISTANCE 14S COMM COPT ,MSITH SALEM. 10. 8710 INWA A Rml MODEL 950 22212902 (24 08) 1000. 2000 ®MODEL 855 OAK OMEN (24 GA) 1000. 2000 920115. LONG. =EL 923 BEAD PANELS MAIN 01 84 OWED Of NE DATE 07/0/67 OAS 53/14A3 MGMER IOW L SOMME PE TIC No. coma DATE Of -0-01 31 20 IRC 9 WM 509- 180 -21 900510' Section Width (ft) Panel Type Center Stile Location (Measured from Led Edge) 1st (in) 2st (in) 3rd (in) 8' Short 24.812 48.000 71.188 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 8' 2 Short 24.316 49.000 70.684 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 Short 24.580 50.000 75.420 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8' 6 Short 28.029 61.000 76.971 76.500 8'6 Long 25.500 51.000 8' 8 Bead 26.125 51.000 75.875 8' 8 Short 26.859 52.000 77.941 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10 Short 27.034 53.000 78.968 8' 10 Long 26.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Short 27.598 54.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 ®TABLE 4 LARGE MISS.E IMPACT RESISTANCE Iry 03225 1(f EDS08 0.11E BT A 21114284107/211C R01 85sa gas 12- 12-0r MAX SIZE r 9' N 14' DESIGN LOADS +51.1 PSF -80.3 PSF 165 CARRIAGE MINT WD T - SM.O4 91, 87105 WVAXIIIRL0M YODK6 950 DERYI'AOE (24 0.A) 1000, 8000 ®WODEL 855 OAK SMUT (84 9A) 1000, 2000 »T. 95158. PLUM, AND BEAD PANELS Rff (tM Ft aJ DA5 12/I1/05 NAM N1@R B amm ST ME 301 05/14/03 IRC-9509-180-21 DOER SEAS MEOW PE I6 SAW85791 3 OF 349 pe 0 3 1 v i 'STRUCTURAL SOLUTIONS, P.A. 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. Building Address: 1086 NE 96th St Miami Shores, FL 33138 Garage Door Width: Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from building comer to edge of garage door opening: Roof Slope: 9 ft 7 ft 146 mph C 16 ft 32 ft 2.5 ft any slope Positive Design Pressure = 41.5 psf Negative Design Pressure = -45.9 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. Project No.: 11 -002 Date: 2/22/2011 The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. Tbb&s d k iniiitqa only to be used in conjuction with Amarr Garage Doors J 2 No 004C579 579 0 m �a 4®94 ®,,�T 1 m vm Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2011 Projects \11 -002 Amarr 2011 Retrofit Doors \1086 NE 96th St Miami Shores_FL 33138 \Garage Door Pressure Calculator.xls