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WS-10-624Inspection Number: INSP- 143084 Permit Number: WS -4 -10 -624 Scheduled Inspection Date: May 12, 2010 Inspector: Rodriguez, Jorge Owner: VOGT, ALEXANDER Job Address: 9420 NE 9 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: JULIAO GARAGE DOORS Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 12, 2010 For Inspections please call: (305)762 -4949 Phone Number CL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Parcel Number 1132060020020 Phone: 305 -826 -0250 Page 24 of 25 Scheduled Inspection Date: May 11, 2010 Inspector: Bruhn, Norman Owner: VOGT, ALEXANDER Job Address: 9420 NE 9 Avenue Project: <NONE> May 10, 2010 Miami Shores, FL 33138- Contractor: JULIAO GARAGE DOORS Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Phone Number G L Inspection Number: INSP - 142231 Permit Number: WS -4 -10 -624 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Parcel Number 1132060020020 Phone: 305 - 826 -0250 Passed ,y 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- 141991. Missing 1 screw in brace. NB Page 20 of 30 Project Address 9420 NE 9 Avenue Miami Shores, FL 33138- 1132060020020 Block: Lot: ALEXANDER VOGT 1 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Permit Issue Date: 4/19/2010 Permit NO WS -4 -10 -624 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Expiration: 10/16/2010 Parcel Number Phone ALEXANDER VOGT 9420 NE 9 AVE MIAMI SHORES FL 33138 -2923 Contractor(s) JULIAO GARAGE DOORS Phone 305 - 826 -0250 Cell Phone Type of Work: REPLACE GARAGE DOOR No of Openings: 1 Additional Info: BUILDING Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $0.80 $114.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Pay Date Pay Type Invoice # WS-4 -10 -37580 04/21/2010 Check #: 6771 04/14/2010 Check #: 6765 Amt Paid Amt Due $ 64.60 $ 50.00 $ 50.00 $ 0.00 Applicant Available Inspections: Inspection Type: 1 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 21, 2010 Date Cell April 21, 2010 1 1-11\110 - BUILDING PERMIT APPLICATION FBC 2001 Electrical �" / Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Cct 1pV r + Phone #C D 9 — c.i 0 g Owner's Address c..44 9D Off q { W Prw ,� 11 t"L Zip 331 Y City 1�� � �� � i� �i State Tenant/Lessee Name {'' �( 1„/( Phone # Job Address (where the work is being done) GL 9C) Ne G l ' ` AV e_. Permit Type (circle): City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address cityll Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 1 QDD. DO Type of Work: ❑Addition ElAlteration otee. Describe Work: Miami Shores Villa Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami -Dade NO ) )� IN e # b ) 2a CCM )5q 4PLIL1 State 'FL Zip 3 DI x xxxxx * * * * * *** * * * * * ** F ees * * * * *,** * * *x * * * * * * * *xx * * * * **x* // 4'4) Notary $ Training/Education Fee $ Scanning $ 3 -D Radon $ Submittal Fee $. CJ Permit Fee $ Total Fee Now Due $ (J 9 . (60 (Continued on opposite side) Zip Code Enforcement $ Structural Plan Review. $ BY: Permit No. Lki c S 1 ° ' 9 Master Permit No. Phone # Square Footage Of Work: (O ['New AN Repair/Replace ❑ Demolition 051 �— CCF $ 0,C.CD Technology Fee $ © Bond $ Bonding Company's Name (if applicable S Bonding Company's Address City State Zip Mortgages 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 q;' 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 The foregoing i day of who is personally known to me or who has produced who is personal As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: YAW My Commission Expires: APPLICATION APPROVED BY: Chc 10114/03 Owner or Agent trument was acknowledged before me this , 20 /J,by , k, k**** 4e9e9r x,k*Rot,Y,4,Yir,Y****BcxBeB *** *****,O,Y,YeFde,Y********* k, k4e, k, Y3ax nY, k, YnY4zaSro4eh, Y, k, koY, Yde, 4, Y, Y4e4eaeoY, k9r****, YoY ****xnY9eaYeh4r ****,F,Y****** (Certificate of Competency Holder) 2 State Certificate or Registration No. Certificate of Competency No. T J ***************************************************************************** * * ** * *** *** * ** *** ********* * * * ** Signature Contractor e The foregoing instrument was acknowledged before me this 2 7 day of NOTARY PUBLIC: Sign: Print: My Commission Expires: '/7', t! Plans Examiner Engineer Zoning Primary Zone: 2009 1100 SINGLE FAMILY RESIDENCE CLUC: Applied Exemption/ Taxable Value: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: $50,000/$201,147 2/2 Floors: $50,000/$201,147 1 Living Units: $50,000/$201,147 1 Adj Sq Footage: $25,000/$226,147 1,691 Lot Size: 9,075 SQ FT Year Built: 1953 Legal Description: J121 PL OF 1ST ADD TO MARILYN HGTS PB 41 -60 LOT 2 LOT SIZE 75.000 X OR 20312 -0617 03 2002 1 OR 20312 -0617 0302 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$201,147 $50,000/$200,897 County: $50,000/$201,147 $50,000/$200,897 City: $50,000/$201,147 $50,000/$200,897 School Board: $25,000/$226,147 $25,000/$225,897 Folio No.: 11- 3206 - 002 -0020 Property: 9420 NE 9 AVE Mailing Address: ALEXANDER W VOGT 9420 NE 9 AVE MIAMI SHORES FL 33138 -2923 Year: - 2009 2008 Land Value: $159,838 $216,734 Building Value: $157,309 $169,362 Market Value: $317,147 $386,096 Assessed Value: $251,147 $250,897 Sale Date: 3/2002 Sale Amount: $260,000 Sale O/R: 20312 -0617 Sales Qualification Description: j .ales which are qualified View Additional Sales Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Report • My Home [Close window] Property Information Report Summary Details: Property Information: Assessment Information: Exemption Information: Sale Information: Taxable Value Information: • [Click here to Print] This report was created on 3/15/2010 2:08:23 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 http: / /gisims2.co. miami - dade .fl.us /myhome /proptext jrint.asp ?folio= 1132060020020 &cmd = 3/15/2010 2009 LOCAL BUSINESS TAX RECF me MIAMI-DADE COUNTY -STATE O F' (DA MUST BE DISPLAYED AT LAC OF B USINESS , PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 0 & 10 407407-6 THIS IS NOT A BILL - DO NOT PAY RENEWAL BI, WYWIAWdeBbois INC CC e 0382 OPERATING IN DADE COUNTY TAX COLLLE 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 O l5EIA0 GARAGE DOORS INC S1 gilterAtrt BUILDING CONTRACTOR WORKER/S TIES IS ONLY A LOCAL DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING ZONING LAWS Of THE OR COUMY CITIES, NOR HOLDER PRO D ER PERMIT OR UCEPUJE MIMED BY NOT A LAW. T THE LDER'S OUALEFlCA. PAYMENT RECEIVED ILLECTOR• TAX 07/15/2009 60040000113 000075.00 SEE OTHER SIDE J DO NOT FORWARD JULIAO GARAGE DOORS INC- JOSE JULIAO PRES 2033 W 62 ST 304 HIALEAH FL 33016 4„ {111111, 11 �,,,,, I1 , ►t . � t �,, $ LIAO JOSE LUIS CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC 99BS00382 JULIAO GARAGE DOORS -INC certified under the provisions of Chapter 10 of Miami -Dade County 421860 -8 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 ALEX 51 • STATE OF FLORIDA CHT, FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TD 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: 06/03/2009 JULIAO FEIN: 650896237 BUSINESS NAME AND ADDRESS: dULIAD GARAGE DOORS INC 2033 WEST,62 STREET PNS 304 HIALEAH FL 33016 • SCOPES OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION IMPORTANT: Pursuant to Chapter 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 ender this chapter. Pursuant to Chapter 440.05112), F.S., CertNIatos of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(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 cerUticate, Ow person omen 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 regnifemeats of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 - 06 SCOPE OF BUSINESS OR TRADE 1- GARAGE DOOR INSTALLATION • EXPIRATION DATE: 06/03/2011 JOSE L 06 -03 -2009 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OP FINANCIAL DMSION OF W TI N CONSTRUCTION INOFRY CERTIFICATE OF ELECTION TO BE ROW FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 06/03/2009 EXPIRATION DATE: 06 /03/2011 PERSON: dOSE L JJLIAO FEIN 650896237 BUSINESS NAME. AND ADDRESS: .ULIAO .GARAGE DOORS INC 2033 WEST 62 STREET PAM 304 HIALEAH. Ft 33016 MAT-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 0 D H E R E CUT HERE IMPORTANT Pursuant to Chapter 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 Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of ele^tion to be exempt 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 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. ° Carry bottom portion on the job, keep upper portion for your records. QUESTIONS? (850) 413 -1609 | | / / 4 ' � � [ \ = � LOCAL BUSINESS TAX LJe IA I i5 MUNICIPAL RECEIPT INQUIRY m m ACCOUNT#: 407407-6 CC/STATE#: 99BS00382 ( RECEIPT#: 421860-8 ~ BUSINESS NAME: JULIAO GARAGE DOORS INC EXEMPT CODE: � 8 ADDR: OPERATING IN DADE COUNT HOLD STATUS: RECEIPT TYPE : 196 BLDGS SPECIALTY BUILDING CONTRACTOR DELETE FLAG: III BAD CHECK : ' ==================================================================== ��'YEAR MUN 1/2YR PAID RECEIPT AMT SVCCHG—FLAG AMOUNT DUE DEL HOLD PRINT 2010 11 U 37.50 37.50 • M8AMU'DADE 2009 19 Y P 25.00 2009 03 Y P 20.00 MIAMI ~DADE COUNTY, FLORIDA FINANCE DEPARTMENT TAX COLLECTION DIVISION 140 W FLAGLER i . MIAMI, FLORIDA 33130 ========== PRINTER: CLEAR=PREV SCR PF1=MENU PF2=FM HIST PF3=PYMTS PF5=MEMOINQ PF6=RECINQ PF7=BWD PF8=FWD PF10=MEMOADD PF12=PRINT PF15=BNZ ENTER=ADD MUN RECEIPT = n .THESE'MUN Miing10kNn,rHE INFmFMImTIONMMEIN DOES NOT NECESSARILY CONTAJN M.LPERTME*T' FmnsnnMM REGARDS TO ' REAL ESTATE CLOSINGS AND OThER SIMILAR ACvMnMES. CK CHANGE MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami. Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 10/26/2009 1300/222/001MDM 0004 -0001 Last Seq. #:0001 WI LBT #:11 421860 -8 Local Business Tax $37.50 $37.50 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2009 -2010 MUNICIPAL CONTRACTOR TAX Local Business Tax #:11421860 - 8 State /CC #:99BS00382 Issued to: JULIA() GARAGE DOORS INC Type of Business: SPECIALTY BUILDING CONTRACTOR RESTRICTED TO MIAMI SHORES THIS RECEIPT IS ISSUED AS EVIDE PAYMENT FOR YOUR LOCAL BUSINESS TAX': OR PERMIT. YOUR OFFICIAL RECEIr: WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector MIAMI-DADE BLDG DEPT SUBJECT 10 CGIVIPL1ANCE WITH ALL FEDERAL tZgr n.5f19 3 515193 AND REGULATIONS 1 BUILDING CODE CO PRODUCT CONTRO ZONING DEPT SY DATE Fgm AF* 1 gib II B Y: MMMMM ••••■ST9R,9 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 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 8 dins:ruction • ,....A • • • • materials. The documentation submitted has been reviewed by Miami-Dade County Product Co • accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and otc whcre t TlF - c, • , • • by the Authority Having Jurisdiction (AHJ). t! • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade County? 1* o (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ., • have tisproduc1 • • or material tested for quality assurance purposes. If this product or material fails to perform ., t . ptcd mrne-r ) manufacturer will incur the expense of such testing and the AHJ may immediately revoke II .4 % us p e ixl Se ol • • such product or material within their jurisdiction. BORA reserves the right to revoke this eiFit is k,trniincd • by Miami-Dade County Product Control Division that this product or material fails to applicable building code. • • • • =z-iv si. • • • • 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 950/655 1000 & 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 1 through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 0 V11/08, 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section-of this NOA shall be cause for termination 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 it 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 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 through 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 Test reports on 1) Uniform Static Air Pressure Test, Loading per FB(.TAS 202 -$4 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; n&i 950D :' Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, preps l l3Y American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/86, signed gad sealed by David W. Johnson, P.E. • • 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgi?l, fl1c., T t 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. D. E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. OTHER 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 .... • • • • . • • • . . • .... • • arias M. Utrera, P.E. Product Control Examiner NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 LOC STILE I1•1111q Jlll•11111101ll•III011111111d1 ■01[ 13 GA. GALV. 0501ERCI*L MP MILLER ATTACHED W( WO) 1/ 4" S/8' HEX PER BRACKET TYPICAL TIP FIXTURES N.T.S. SEE (TABLE 8) 14 PAGE 8 FOR REL04ENDED SECTION CONFIGURATION ADJUSTABLE SLIDE 58*080T ATTACHED W(2) 1/4-00 x 5/8' TRACK BETS AND 14 GA DIARASAFE AJUSTAS.E ROLLER CARRIERS ATTACHED m 3 5/8' 8004 R -TRUSS V /(0) 1/4 X 5/8 HEX HEAD R-TRUSS V/ (41 1/4. E 5/8. 10( 5 /814 X 22 GA w 1/4-80 0 5/8TRACK SPLICE BELT AND NUT PER JAM BRACKET TABLE 4 ON PAM 3 FOR STILE PLACEMENT 9-0' MAX ADJUSTABLE ROLLER CARRIER ATTACHED V/ (8) 1/4' x I/8' ELT & NUT PER BRACKET 3 0/8' 0011. R -TRUSS ATTACHED V/ (8) 1/4' x 5/E' HEX HEAD SCREWS AT EACH CENTER STILE 0' 10 BALL STEEL 8 . 5• STEM LEE INSIDE ELEVATION MTS. 14 GA 1108(0 FE END 901450 ATTACHED 1900 HEAD SCREV TYPICAL DURASAFE END HINGE 04 S FI 3 3/4' KIN. 20 GA GALA. STEEL IM STILE SIDEMEN � (SWPLED BY NSTAUFR) ATTACH TO DOCtS SKIS AND (8) (3) 20 GA CENTER STILES TOG -L-LOC AT THE MP Ate ATTAC ED WITH (8) BOTTOM RAIL TOG -L-LUC AT THE TOP AND (1) 7/16 OA 807701 RAE. AND ADHESIVE TO EN T RETADaR MU ER FACE ER TYPICAL DURASAFE CENTER HINGED N.T.S. MILLER CARRIERS ATTACHE) TO END STILE V/ C3)114 N 5/8' HEX HEAD SCREW PER CARRIER 8' 10 BALL STEEL 9' LO MILLER S STEM (3 5/8' R- TRUSS) 1RA5(D10(NOSS 003' CONE VERTICAL JAMB TRACK MOUNTING nFTAIL N.T.& (ttP) SEE (TABLE 0 OM PAGE 2 FUR STRUT SPACING SLIDE LACK ENRAGES 0410 VERTICAL TRACK ON BOTH SEES 5/8' M04 ENGAGEMENT C@P8 (840 m SFBC 3603 -8. MAO LATCH, OR LOCK 2AR DPmDWU ATTACH V /O) (/4' x 3/41EK (HEAD SCREWS 8' eau STRUT ATTA0EO V/ (D 1/4' X 5/8' HEX HEAD ROANS AT END AND CERISE STILES 0' 10 BALL STEEL 5' STEN RCEJ.ER 5/18' x 1 5/8' LAG JAM BRAMET 148* DIRRASAPE CENTER HINGE ATTACHED V/ (4) (/4' x 5/8' 130( HEAD SCREWS STILE STIFFENERS (3) LOCATED 04 HINGE was(s) ON TOP =taw ONLY TYPICAL STILE STIFF'ENERO N.T.S. 5 TYPICAL KITTEN BRACKET N.T.& 24 8A. Ma maim saw M/ BAIM 0-44 GALVANIZATION AND EN POLYESTER 99(24 HOLES MR STRUT IS TT BOTTOM E MY ET 14 TA. ATTACHED V /93) 1/4' X 5/8' MX HEAD SCREWS WITH A 13 GA 8RA0&T SLIDER GA COKKERCIAL TOP F]XTURE AATTACHM V/ (4) 1/4' x 5/8' HEX HEAD SIRENS V ALE ABLE BRACKET ATTACHED PER SECTION END HOME 14 6*. 3 3/8'9 X BB 011 (3 5/8' R- TRUSS) GALA. STEEL R- TRUSS ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS AT EACH END STILE AND (E) 1/4' 0 S/8' HEN HEAD SCREWS AT EACH CENTER STILE STRUT AT BOTTOM PANEL V/ . STEEL RETATEER 081T1M SEN. $E(:11ON A —A (SIDE VIEW) 8.7.5. 01 N00D JAMB ATTACHMENT TO STRUCTURE B X 8 VER11G1 JAM ATTACHMENT TO VTOCD MAW R1RIN:1)xj3 8/18' x 3' LAO Suet% WARNS 8' FROM ENDS THEN 24' CC (1 1/2' 1818200141) 2 X 8 VERTCA1. JAMB ATTACHMENT TO soon PS CfX4CR)•F 44811 XOK 801.7 3/8' X 4' STARTING 8' FROM ENDS THEN 24'0%(2 1 11 N: 14111 SLEEVE ANCHOR 3/8' x 2 -3/4' START'S° fi FROM END:OEN 18' 0.C •/ti • TTN/RAICET REDHEAD (1RU -80L1) 3/8' X 4' STARTING 8' FROPA DIEEI 34' $C (� 1/2' •• ••• •• 3 x A W ITTIG) JAMB ATTAHTHMFTIT 111 n-40 PI(1C( 40.11 SLEEVE ANCHOR 3/8' X 2 -3/4' STARTMO 8' PROM ENOS THEN 18' 0.0. (1 1/4' EmBEDNEND ITV TAPS) 1/4' x 2-3/4' STAMM 8' FAIN E �0. USEPIURS OF • FASTENERS (3' APART) AT 18' 0.C(1 1/4' EI7T) • • • • • • • 103 AND BOLTS CAN BE 1OBNTERS)M( TO PROVIDE A PLUS* MOUMWO SURFAI* • • 9M4PARAUON OF E0DO JAMBS BY MIMS • • • • • • WOMEN M1CMOR EDGE °STANCE 2 -3/4' U S01/3 INCRE 0 IN ANCHOR ALLOWABLE LOAD DUE m 8 ((XR � T 1WE)1 A110N HAS 815N PBCDUCT& MED TRACK CONFIGURATION FOR 8'8' UP TO 14' TALL DOORS �a®DIf1� A DID 61 W ig • • • • • ••• • • • • • • • • • •• ••• • • • • •• • SEE (TABLE 3) IN PAGE NE 8 FOR JA BRACKET SPACIG MAX SIZE H x 14' DESIGN LOADS +51.1 PSE -80.3 PSF LARGE AOSSLE IMPACT RESISTANCE •• 3 GA FLAG BRACKET ATTACHED m JANE V/ CO 5/18 DIA X -5/8' LAG BO AM m BOLTS A TRACK V/ (4) 1/4' -80 x 5/8 TRACK SPLICE BELTS AND NUTS (1) 8/18' DU. x 1-5/8' AD ea m L T ATTACHED JAVB AT EA. JAM JA BRACKET 12 GL. GALV. STEEL A (1 1/4' -20 x 8/8' BEY ANON O' MUSS 0810 BY A RPM 10 2IDI% IOB.88ARS088 12- 12 -OE981 185 CARMEL COURT Y06TON- SALEV, NC 87105 VWANARRd 14 3(0D8(. 980 BERtM4( (24 OA) 1000. 2000 • ®11E0DEL 655 0116 8010119� ((24 08.) 1000, 2810 • • MORE, LONG. PLUSH, AND BRAD P 1131108 : • : *Rift DJ BA1E 0)871113 MIS M EER %gamey kg m(6 ovum IRC- 9509 - 180-21 MEER 1101 PE EC Ea OMB 9111 1 O 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H 1 J K L M N S 8' 6" 3" 14" 27" 38" 46" 56" 64" 37" 58" 13' 0" 21" 21" 21" 761/2" 70" 7' 3" 14" 27" 38" 46" 56" 68" 821/2" 8' 5 112" 16" 34" 52" 70" 76" 7' 6" 3" 14" 27" 38" 48" 56" 68" 78" r 18" 18" 941/2" 9' 51/2" 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" . 18" 34" ' 52" 70" 68" :. . 88" 8' 6" 3" a 14" 27" 38" 46" 56" 68 " 78 " 88" 112 1/2" 10' 6" 51/2" 16° 37° 94 " 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 70" 88" 106" 21" 124 1/2" 100" 9' 6 " 3 " 14" 27", 38" 46" 56 " 68 " 78" 88" 88" 16" 37" 58" 79" 106" 10' 3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 124" 1421/2" 13' 5 1/2" 112" 10' 6" 3" ` 14" 27" 38" 46" 56" 68" 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" 46" 56" 68" 788 " 88" 100" 110" 120" 130" 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 12'8" 3" 14" 27" 38" 46" 56" 68" ' 78" 88" 100" 109" . 122" 132" : 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 SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A B C D E F G H T 6' 6" 51/2' 16" 34" 52" 21" 13' 6" 21" 21" 701/2" 7' 51/2" 18" 37" 58" 13' 0" 21" 21" 21" 761/2" 7' 6" 51/2" 13" 31" 49" 67" 18" 18" 18" 821/2" 8' 5 112" 16" 34" 52" 70" 21" 21" 21" 88 1/2" 8' 6° 61/2" 1.6" 37" 58" 76" r 18" 18" 941/2" 9' 51/2" 13" 31" 49" 67" 85" 18" 21" 1001/2" 9' 6" 81/2" . 18" 34" ' 52" 70" 68" :. . 106 1/2' 10' 5 1/2" 16" 37" 58" 76" 94" 9'6" 21" 112 1/2" 10' 6" 51/2" 16° 37° 5 8 '" 79' , 00' 18" 18" 1181/2" 11' 5 1/2" 16" 34" 52" 70" 88" 106" 21" 124 1/2" 11' 8" 51/2" 18" 37" 58" 76" 94". 112" T 6" 1301/2" 12' 5 1/2" 16" 37" 58" 79" 100" 118" 21" 136 1/2" 12'6" 5 1/2" 16". 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" 18" - 37" 58" 79" 100" 118" 136° 154 1/2" 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 14'0" 21" 21" 21" 21" 21" 21" 21" 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" 18" 18" 18" 18" 18" 21" 10'6" 21" 21" 21" 21" 21" 21" 10' 0" . 21" 21" 21" 18" 18" 21" 9'6" 21" 18" 18" 18" 18" 21" 9' 0" 18" 18" 18" 18" 18" 18" 8'6" 21" 21" 21" 18" 21" 8' O" 21" 18 "; 18" 18" 21" T 6" 18" 18" 18" 18" 18" T 0" 21" 21" 21" 21" 6' 6" 21" 18" 18" 21" TABLE 1 TABLE 3 TABLE 2 • • •• • • . • • • • •• •.• • • • • • • • • • • • • • • • • • • • • PRMUCT V1810 • • • maymplyiegyyththenAdds DaildiesCoik INTERIOR OF GARAGE — MAX. VADTH 9'0' - itlllllllt11 DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 ® -271.4 LBS/FT SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR 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. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +239.0 LBS /FT & -271.4 LBS/FT 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, 0 -40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'O' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TARICS 1 AND 2 ON PAGE 2 7. SUPPORTING STRUC'•'"Ai ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DEStRJBED IN ASTM 5330 -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 SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E -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. • • • iv FEY MOM& CF MOMS DAS IS A Af11I0110XVFMISO &20 M! 181 - 12-8190 MAX SIZE 9 x 14' DESIGN LOADS +51.1 PST -80.3 PSF LARGE MISSI.E IMPACT RESISTANCE IT 163 1610161 OMIT 1600110-11663. lu 6713 VINA MODEL 950 5181224081 (24 GA) 1000, 2000 • ®MODEL 855 DAR SUMMIT (24 G,A) 1000, 2000 • • SHORT, LANG, LEE, Alm MAD PANELS • D RAfE DRAWN OJ SSE 01/0/81 MAW MEEK 5 Irc AE OAT D3p4/03 IRC -9509- 180-21 ISM IWO L SIESEESE PE I5 Wt OHM 927 1 G 3® • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • • • Section Width (ft) Panel Type Center Stile Location (Measured from Left Edge) 3rd On) 1st (in) 2st (in) 8' 0 Shat 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 24318 49.000 73.384 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 51:&x.1 75.971 8' 6 Long 25.500 51.000 76.500 8' 6 Bead 26.125 51.000 75.875 8' 8 Short 26.659 52.000 77.341 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 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Short 27.596 54.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 1EY MOM NM= BOE BY A 101i@24 TO 2 7f9 YD3. MA 80 ME 2-12 -03 24 MAX SIZE 9 x 14' DESIGN LOADS +81.1 PSF -80.3 PSF LARGE MISSLE IMPACT RESISTANCE 1 ..., f Ntl NA CARRIAGE COURT vwSTON-SALM MC 82188 WWWANMACCIN YODEL 950 FDl83TAOE (24 OA) 1000. 0000 • ®mODEL 855 OAK SUMP (84 0A) 1000. 2000 • SKEW. LONG. PLUM AND DEAD PANELS MUN Y W DR 03n2 O M NAM IRC- 9509 - 180 -21 MEND BY ME OAK 03/14A13 %NM 26585 L SWOON PE It Ea MIN 9EET 3(1'349 ®TABLE 4 .• • •• • • • • • • • • • • • • • •• ••• •. • • • •• • • • ••• • •• • • • • • • • • • • •.• • ••• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • 0 •• • • • 4 y90 15. • • • • • • • . .. 0 • • j D2; • 4 • • • • • • • • •••• • • • • 5921 -G West Friendly Avenue Date: 3/29/2010 Greensboro, North Carolina 27410 STRUCTURAL SOLUTIONS, P.A. Project No.: 10 -002 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: 9420 NE 9th Ave Miami Shores, FL 33138 Garage Door Width: 9 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 15 ft Least Overall Horizontal Dimension of Building: 42.1 ft Distance from building comer to edge of garage door opening: 2 ft Roof Slope: any slope Positive Design Pressure = 40.9 psf Negative Design Pressure = -46.4 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. S HE/ I" ®e �� No 0040579 m e ° � AT- OF Thomas L. Shel e..' 1i , PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 .. • • .... .. • . • .. • • • • • • •. • This document is only to be used in conjuction with Amarr Garage Doors • • • • ••.• •• • • • • • • • • .••• • • •••• 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. J:\2010 Projects \10-002 Amarr 2010 Retrofit Doors\9420 NE 9th Ave Miaml Shores FL 33138 \Garage Door Pressure Calculator.xls • • • • • •