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WS-10-808Inspection Number: INSP- 142828 Permit Number: WS -5 -10 -808 Scheduled Inspection Date: July 29, 2010 Inspector: Bruhn, Norman Owner: CHELALA, ANDRE Job Address: 1218 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JULIAO GARAGE DOORS Building Department Comments REPALCE 8 X 6 GARAGE DOOR Passed %fi c5.,./ j 9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments e.c__ July 28, 2010 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 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050210020 Phone: 305 - 826 -0250 Page 6 of 25 BUILDING PERMIT APPLICATION FBC 2007 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 1 DI City L r Tenant/Lessee Name Job Address (where the work is being done) City Total Fee Now Due $ Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address k\lO Ci ty Qualifier $ Value of Work For this Permit 1(JD OD (Continued on opposite side) State 0o.4 -gyp ?Ai , iami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State F * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Permit No. f f - G J C �� Master Permit No. Electrical Plumbing Mechanical l ( Roofing , l r n Phone #b ) g-14 - Zip Km3 13 S X31 Phone # 91 101 SI- --1ia County Mimi -Dade Zip 351 Ltj C Phone # AAY1U 2010 ( �s�gatp -oaf ')3aiLo Zip Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ❑Addition ❑Alteraation ❑New Repair/Replace ❑ Demolition C Describe Work: rePI ¶ < ` C �� ` `'-' "` (C( � 'D' ` s * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Feel W -(D Permit Fee $ ft O� CCF $ klJ) Notary $ Training/Education Fee $ Technology Fee $ 0 • 10 Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ 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. 1 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: 1 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- + ' • . • t to attachment. Also, a certified copy of the recorded notic o ommenceme must ' posted at the job site for the first inspection whit - curs seven (7) days after the building permit is 1 sue.4 In the as e of h posted notice, the inspection will not be approved a 'd a reins ectionfee will be charged. Signatur x.11 -I The foregoing instrument was acknowledged before me this NOTARY PU Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Clic 10/14/03 or Agent • Signature The foregoin day of , 20 /0, by , day of % oh instrument was : cknowledged before me this /t 20/ , b who is personally known to me or who has produced who is pers ally known to me or who has produced As id- t' .ca i . ,., , I • S. • - . , . •th. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Certificate of Competency Holder) �� (�j State Certificate or Registration No. Certificate of Competency No. ` //'' ACI oS x ✓S ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** b Plans Examiner Engineer Zoning MIAMI -DADE COU 2009 LOCAL BUSINESS TAX RECEIPT 0 TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLOR 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2010 let FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 407407-6 THIS IS NOT A BILL — DO NOT PAY RENEWAL 421860 -8 Busnisiet iflo0RS INC CC # A$0382 OPERATING IN DADE COUNTY ° MIAO GARAGE sec lir mint TY THIS IS ONLY A LOCAL BUSINESS ▪ NOT T PST! E HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE WIWI NOR D �� E' T HOLDER F ANY OTIIFA ✓ BYLAW. THIS IS NOT A COMFICOGION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIANNDADECOUNTYTAX ` m- m*4 07/I5/2009 60040000113 000075.00 SEE OTHER SIDE DOORS INC WORKER /S BUILDING CONTRACTOR 1 DO NOT FORWARD JULIAO GARAGE DOORS INC JOSE JULIAO PRES 2033 W 62 ST 304 HIALEAH FL 33016 1„{1..,11,!1 11. 11„ „1.1.11„1„.11..1 CTQB . . Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC 99BS00382 • JULIAO GARAGE DOORS INC 'D.B.A.: JIYLIAO JOSE LUIS certified under the provisions of Chapter 10 of Miami -Dade County!. TPA TING: FIRST -CLASS U.S. POSTAGE . PAID MIAMI, FL PERMIT NO. 231 ALEX SINK CHIEF FINANCIAL OFFICER tA • * 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: PERSON: FEIN: BUSINESS NAME AND ADDRESS: JULIAO GARAGE DOORS INC 2033 NEST 82 STREET PIM 304 HIALEAH FL 33018 SCOPES OF BUSINESS OR TRADE: 1- GARAGE DOOR INSTALLATION SCOPE OF BUSINESS OR TRADE 1- GARAGE DOOR INSTALLATION STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 06/03/2009 EXPIRATION DATE: 06/03/2011 JULIAO JOSE L 650896237 IMPORTANT: Pursuant to Chapter 440 . 06114), 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 wider 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 election to be exempt. Pursuant to Chapter 440.051131, 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. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORD' CSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPBIISATION LAW EFFECTIVE 08/03/2009 EXPIRATION DATE: 08 /03/2011 PE iSON: JOSE L JULIAO FEIN: 850598237 BUSINESS NAME. AND ADDRESS: JULIAO GARAGE DOORS INC 2033 WEST 62 STREET Ptte 304 HIALEAH, FL 33016 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 - CUT HERE • 06 -03 -2009 IMPORTANT F O 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 L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed 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 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? (8501 413-1609 � ^ � | / • MIAM8~DADE COUNTY, FLORIDA FINANCE DEPARTMENT TAX COLLECTION DIVISION 140 W. FLAGLER STREET \ MIAMI, FLORIDA 33130 LOCAL BUSINESS TAX MUNICIPAL RECEIPT INQUIRY § ACCOUNT#: 407407-6 CC/STATE#: 99B800382 RECEIPT#: 421868-8 = BUSINESS NAME: JULlAO GARAGE DOORS INC FXEMPT CODE: ADDR: OPERATING IN DADE COUNT HOLD STATUS: RECEIPT TYPE : 196 BLDGS SPECIALTY BUILDING CONTRACTOR DELETE FLAG: pm RECEIPT PAID ST: P ADDTL CATEG: BAD CHECK : ========================================================================== WYEAR MUN 1/2YR PAID RECEIPT AMT SVCCHG-FLAG AMOUNT DUE DEL HOLD PRINT 2010 11 U 37.50 37.50 2009 19 Y P 25"00 2009 03 20.00 ==================================================== PRINTER CLEAR-PREV SCR PF1=MENU PF2=FM HIST PF3=PYMTS PF5=MEMOINQ PF6=RECINQ PF7=BWD PF8=FWD PF10=MEMOADD PF12=PRINT PF15=BN2 ENTER=ADD MUN RECEIPT . THESE MUN RECEIPT(S) ALREADY EXIST - PRESS ENTER TO ADD MORE IMPORTANT: THE INFORMATION HEREIN DOES NOT NECESSARILY CONTAIN AU. PERTINENT FACTS WITH REGARDS TO • REAL ESTATE CLOSINGS AND OThER SIMILAR ACTIVITIES. 1A 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 CK $37.50 CHANGE $0.00 LOCAL BUSINESS AX T SECTI COLLECTOR 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2009 -2010 MUNICIPAL CONTRACTOR TAX Local Business Tax #:11421860 State /CC #:99BS0 Issued to: JULIAO GARAGE DOORS INC Type of Business: SPECIALTY BUILDING CONTRACTOR RESTRICTED TO MIAMI SHORES '' THIS RECEIPT IS ISSUED AS EVIDEN PAYMENT FOR YOUR LOCAL BUSINESS TAX " OR PERMIT. YOUR OFFICIAL RECEIr. +TILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector • Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,393 Lot Size: 12,812 SQ FT Year Built: 1946 Legal Description: MIAMI SHORES SEC 8 AMD PB 42 -40 N100FT LOT 5 BLK 184 A LOT SIZE IRREGULAR OR 20569 -1646 07 2002 1 COC 24752 -0536 07 2006 1 OR 24752 -0536 0706 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/$407,246 $50,000/$605,708 County: $50,000/$407,246 $50,000/$605,708 City: $50,000/$407,246 $50,000/$605,708 School Board: I $25,000/$432,246 $25,000/$630,708 Folio No.: 11- 3205 - 021 -0020 Property: 1218 NE 101 ST Mailing Address: ANDRE TAMAYO CHELALA & TRACY BURNS JTRS 1218 NE 101 ST MIAMI FL 33138 -2609 Year: 2009 2008 Land Value: $224,210 $320,300 Building Value: $233,036 $335,408 Market Value: $457,246 $655,708 Assessed Value: $457,246 $655,708 Sale Date: 7/2006 Sale Amount: $890,000 Sale O/R: 24752 -0536 Sales Qualification Description: Sales which are qualified View Additional Sales Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES • Property Information Report • My Home Property Information Report Summary Details: [Close window] Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: • [Click here to Print] This report was created on 4/21/2010 12:59:18 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_print .asp ?folio= 1132050210020 &cmd = 4/21/2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION viAX h 0 2010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldin2code 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 lthrough 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 thg ]v14mi- oduct Control Division. • • .•••, ACT RATING: Large and Small Missile Impact Resistant • 'D i • :11 : ., 4,•4° ch unit shall bear a permanent label with the manufacturer's name or logo, crtifq gnd,folfby, ifig : ' -Dade County Product Control Approved ", unless otherwise noted herein. .4;;4,.' ; • • • this NOA shall be considered after a renewal application has been filed and them k been no hange in • • uilding code negative'y affecting the performance of this product. • 1 A I N of this NOA will oc +,ur after the expiration date or if there has been a revi L . . a ge , n tie s 3, ri.' , lift, nd/or manufacture of the product or process. Misuse of this NOA as an endo se Ai/ 4 arty pr'o r . ftar , adve g or any other purposes shall automatically terminate this NOA. Failure to co 3 t any sectiop• of r • N(YA shall be cause for termination and removal of NOA. .. • , e f o..3 • y .; A'I ( This approval requires the manufacturer to do testing of all coils used to fabr?ate moor pantrehlrti r • Nice f,ticceptance. A minimum of 2 specimens shall be cut from each coil and tensile ta4actording to.4S �M • • bye Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four timesta wolf, aftufa _ er shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils a the manufacturer production facilities. And a notarized statement from the manufacturer that only coils yfild s; of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of eptance VITIS, MENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the iratmon 4Vat may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done I 11311 s e.ntirety. TIVsl: 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. r • • •� '; I` NOA No 08-0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 Page 1 • • • • • • • • Amarr Garage Doors 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, da +rd 04/09/03, signal. 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- +2004,13rb red • by Structural Solutions, P.A., dated 06/25/08, signed and sealed 14:11�omas L• , • • • 4: • • Shelmerdine, P.E. • •••• • • D. QUALITY ASSURANCE ▪ •••• • 1. Miami Dade Building Code Compliance Office (BCCO) • • • • • •• •• ▪ •••• E. MATERIAL CERTIFICATIONS • • • • • • • • • 1. None. • • • • • • ▪ • •• • •..• • F. 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 ?No arlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • 1.3 GA GALL. CONNEROAL T ROLLER BRACKET ATTACHED V/(4) 1/4' 5/8' HEX KM SCREWS PER BR CUNT STILE LDATffi4 MIS5 p19 TYPICAL TOP FIXTURES N.T.S. SEE (TABLE N ON PILE 8 FOR 8ECONIE DED SECTION CONTIORATIDI ADJUSTABLE SLIDE BRACKET ATTACHED V /00 1/4-50 S/8' TRACK BOLTS AND 14 GA 010&SAFE /MUMBLE ROLLER CARRIERS ATTACED TO 3 3/8' 82Gd R -TRUSS V /(8) 1/4 X 5/8 HEX HEAD 1 3 12lR Dl 6 3/4. K 3 D/8' 2116A. R -TRUSS ATTACHED V/ (4) 4/4' x 5/8' 168 FLAB SCREWS ( UED M FAE SEAL ( BY INSTALLER) 40 YID GA CENTER 610.62 ATTACHED WITH OD TOG -L-LIID AT THE T AND BOTTOM RAD. AND ADHESIVE TO INTERIOR FACE 6/811 X88 GA (1) 1/4-80 x 5/B'TRAC( SPLICE BOLT NO MIT PER JANE !' N.T.S. TABLE 4 04 PAM 3 FOR STILE PLACDIENT 8 -0' MAX INSIDE ELEVATION N.T.B. TYPICAL IWRASAFE END HINGE N.T.S. ADJUSTABLE ROLLER CARRIER E ATTACH V/ C8) 1/4' x 1/8' FOLT 6 NUT PER BRACKET 3 SAT' 88GA. R -TRUSS ATTACHED V/ c) 1/4' z 5/8' HEX HEAD SCREWS AT EACH CENTER SIDE 8' 10 BALL STEEL 5' STEN ROLLER 14 GA. DURASAFE DID HINGE ATTACKED X HEAD 4 C HE CREWS 4CA DLRASA6 AD.LER CARRIERS ATTACHED TO END STILE V/ (3) 4/4' z 5 /6' 160 HEAD SCREWS PER CARRIER 2. 10 BALL STEM �5. STEM REELER V LONG STEN ROLLER SLIDE LOCK ENGAGES two VERTICAL TRACI( 0 04 4 BOTH SIDES 5/8' p ENQAGOENT CDF0804G TO STEC 3803 -. (SNAP LATCH, 02 LOCK BAR OPTIONAL) ATTACH 54/12) 4/4' 3/416( HEAD SCREWS 80 OA. GALL STEEL DO STILE ATTACHED 011TH 0) TOG-1. DM TO D SKIN AND C2) TDH -I.iOC AT THE T AND BOTTOM M ON. R T 6TNI R osn r GALL STEEL TRACK 1 518' R- TRUSS) TRAM( 00001885 .083' CC4T: LYRICAL JAMB TRACK MOUNTING 4FTAII 2 D 1168) TYPICAL DURASAFE CENTER HINGE® SEE (TABLE U ON PAGE 2 FIR STRUT BPACOIG 2' BOG& =MT ATTACKED V/ HEX HEAD SCREWS AT END AND CENTER STILES 5/16' x 1 5/8' LAG CI) RIR JAIB 14GA. BURASAFE CENTER HINZ ATTACHED V/ (4) V4' x 5/8' HEX HEAD SCREWS STILE STIFFENERS (3) LEGATED 04 !GUNGE HOLDS) ON T SECTION ONLY TOR STRUT ATTACHMENT TRUT IS RE8110E0 TYPICAL STILE STIFFENER O N.T.B. S TYPICAL BOTTOM BRACKET N.T.B. •• ••• • • • • • • • • • • •• • • •• • • • • • • • • •• ••• •• 1 • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • 24 0A. MN EXREI8OR SKIN x/ 0-40 GALVANIZATION NO RAM ON POLYESTER MASH SECTION A - A (SIDF VIEW) N.T.S. DOCKET 14 G ATTACHED V/(3) 4/4' X 5/13' HEX HEAD SCREWS WITH A 13 GA. BRACKET SLIDER GA COMMERCIAL T FXTURE ATTACHED V/ (4) 1/4' x 8/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V /10) 1/4' z 1/8' BOLT AND NUTS ISS PER N D 14 GA. O KNEE \ 3 8/8 X PE 0A (3 3/8' R- TRUSS) 6ALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' 4EX WAD 20)545 AT EACH END STILE ACT (8) 1/4' z 5/8' HEX IHEAD St REVS AT EACH CENTER AT STIL BOTTOMPA EL DINT. STEEL RETAINER V/ 551704 SEA ®WOOD JAMB ATTACHMENT TO STRUCTURE $ X 6 VERMIN .16409 ATTA(XHMFNT To NHKV1 FRA4i RONICTIX45 8/16' X 3" LAG SCREWS STAR1040 8' FROM ENDS THEN 24' 0.G (1 1/2' EMBEDMENT) 2 X 6 VERMIN JAMB ATTACHMENT 70 2.000 P71 CONOR2TF I•.11 WOW 311911X 4' STARTING 8' FROM DIGS MEN 24' LC. (2 1/r EYBFDIENT) MILE A1. HCH 8' 0G 3/8' X 2 -3/4' STARTING 8' FROM ENDS THEN 1 (1 1/4' • (MAY -80.1) 3/8' X 4' STARTING B' FROA ENDS MKE4 24' 0.C. (2 • • •• 2 0 8 1E8711"I JAR ATTACHMENT TO C-80 84 00( MLR SLUM T) ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 18' 0.C. (1 1/4 DREENEN I719/RAMSET TAPC04 1/4' X 2-3/4' STARTING 6' FROM ENDS. USE PAWS OF * WIENERS (4 APART) •T 78' 0.G(1 1/4' EMBEDMENT) ° L4.5115AARNAD• TS � 6444 p • TER5UM( TO PROVIDE A FLUSH 4PoUNIOG SURFACE. GE BL(MOINI C1 ALLOWABLE DIP 1/3 BDORA& 6P ALLOWABLE LOAD CUE TO stow IDE DURATION 1168 BEEN DUMB. • • • bl SEE (TABLE 3) ON PAGE 2 FOR JAMB BRACKET SPACUX4 PRODUCEDEVISED TRACK CONFlWRAIICN FOR 6'8' UP TO 14' TAU. DOORS al G TI1alkned& AmeB(nee B.c REV CESZADE IF MEG DATE BY A III Q410E07 DC MDB.85&IO M 81-12 -08 MAX SIZE 9 x 14 DESIGN LOADS +51.1 PSF -60.3 PSF LARGE SSLE IMPACT RESISTANCE 3 GA FLAG BRACKET ATTACHED TO VBDD JAMB V/ C3) 8/16 DIA X 1 -8/6' LAG WILTS AND TO TRACK V/ (4) 1/4.-20 x 5/8 TRACK SPLICE BOLTS AND NUTS AT THIS LOCATION SPLICE f/�4' -30 TRACK SAUCE BOLTS & NUTS LAO BC.TTB ..0)18 181H (3) 5/16' 01A. x 1 -8/8' (1) 5/16' DIA. x 1 -8/8' AT EA. JAMB TO JAYS 12 0A. GALL. STEEL ATTACHED JAMB BRACKETS 1) 1/4' -20 x 9/8' TRACK SPLICE BOLT • NUT 118 uNGAGE ®2LT VQ4STAN-SALdt KG MO MAKANA20m8 YODEL 850 MEDTAKE (24 (4A) 1000. 2000 ®M0011, 858 GAB SUMO (24 OA) 1000, 5000 8B06E, LONG, PLQ811, ADM BEAD PANICLE SR ORM BY aJ DA1E G) 2543 WIC 8R B anon ATE DAZE 03/I4/0 IRC -9509- 180-21 SSE 06640L =ME PE It, 6aCDIa$79 9611 1 a' 3® DOOR H E I G H T TRACK ATTACHMENT SPLICE A B C D E F G H I J K L M N S 6' 6" 3" 14" 27" • 38" 46" 56" 64" 37" 58" 21" 13'0" 21" 21" 78 1/2" 70" 7' 3" 14" 27" 38" 46" 56" 68" 82 1/2" 8' 5 1/2" 16" 34" 52" 70" 76" 7 6" 3" 14" 27" 38" 46" 56" 68" 78" .. 18" 18" 941/2" 9' 51/2" 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" 16" 34° " 52" 70" 88" 21" 88" 8 3" 14" 27" 38" 46" 56" 68" 78" 88" 1121/2" 10' 6" 51/`t" .18° 37° 94" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 70" 88" 108" 18" 124 1/2" 100" 9' 6" • 3" 14" 27" 38" 46" 56" 68" 78" 88" 98" 16" 37° 58" 79" 106" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 124° 142 1/2" 13' 5 1/2" 112" 10' 6" 3" ' 14" 27" 38" . 46" 56" 68" 78" 88" 100" 110" 78° 100" 118° • 118" 124" 11' 3" 14" 27" 38" 46" 56" 68" 78:,'• •88'r 10p" ;110', : : • • • . 11' 6" 3" 14" 27" .38". 46" 56" 68" 78". 88"e : Otr :11)':12 ' "• 130" 12' 3" 14" 27" 38" 46" 56" 68" 78114 88 q 00 '110 122 •• 136" 12'6° 3" 14" : 27" 38" 46" 58" 68" 78" 8$" 100" 109" 12Z' 132" ' 142" 13' 3" 14" 27" 38" 46" 56" 68" 78" .88' 10241 11•122" d1;4: • • 148" . 13' 6 " 3 ".. 14' 27" 38" , 46" 56" 68" ; f8! " ate" h09; izr 184' :114" . 154" 14' 3" 14" 27" 38" 46" 56" 68" 7$ ' 8B" 100:'114:"122 ", 1.34'"' 446" 160" DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP Btm A B C D E F G H T 6' 6" 5 1/2" 16"" 34" 52" 21" 21" 13' 6" 21" 70 1/2" 7' 5 1/2" 18" 37" 58" 21" 13'0" 21" 21" 78 1/2" 7' 6" 5 112" 13" 31" 48" 87" 21" 18" 18" 82 1/2" 8' 5 1/2" 16" 34" 52" 70" 21" 21" 21" 88 1/2" 8'8" 51/2" :16" 37° 58" 76" .. 18" 18" 941/2" 9' 51/2" 13" 31° 49" 67" 85" 18" 18" 100 1/2" 9' 8 " 51/2' 16" 34° " 52" 70" 88" 21" 1061/2" 10' 51/2" 16" 37° 58" 76" 94" 9'6" 1121/2" 10' 6" 51/`t" .18° 37° 58" 78 T00" 18" 18" 118 1/2" 11' 5 1/2" 16° 34" 52" 70" 88" 108" 18" 124 1/2" 11' 6" 5.1/2" 18" 37" 58" 76" 94" 112" 1301/2" 12' 51/2" 16" 37° 58" 79" 100" 118" 21" 11 3S 1/2" 12'B" 51/2" 10". 34" 52" 70" 88" 108" 124° 142 1/2" 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13'6" 51/2" 1r 37" 58° 78° 100" 118° 136" 154 1/2° 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" DOOR SECTION HEIGHTS HEIGHT 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' 0" 21" 18" 18" 18" 21" 7' 6" 18" 18" 18" 18" 18" 7 21" 21" 21" 21" 6' 6" 21" 18" 18" 21" TABLE 1 TABLE 3 TABLE 2 INTERIOR OF GARAGE 111111111111 DESIGN LOADS +230.0 LBS/FT SEE NOTE 2 ® -271.4 LBS/FT MAX. WIDTH 9'0 +— 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. EA LVSRTI &JAMBS RECEIVES MAXIMUM DESIGN 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, 0 -40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' 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 REG1STRED PROFESSIONAL ENGINEER FOR 3,I140 LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TE511N0 WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN AS1M 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 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 BEY MERE IF AMES OATS BY A A5.WS94 BEN 154 1DHfi83 &RB U081 03 -12-0* 98 MAX SIZE 9'x14' DESIGN LOADS +51.1 PSF -80.3 PSF LANE MISSLE IMPACT RESISTANCE • Rs mama mar ,ma,>r -saves. xG 27105 4vvoNortam NIEL 950 A MITAG8 (24 GA) 1000, 2000 ®MDDRL 555 o*0 swag! ja GA) 1000. 8000 950841, LONG. 88095, AND HEAD PANELS SDI EMI BY DM BE 03/12/03 MBE RAM B mum Br ME BATE 01/14 IRC-9509-180-21 EOM DOilS L =OM FL It No. MA 9153 1 OF 38D • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Section Width (ft) Panel Type Center Stile Location (Measured from Left Edge) 1st (In) 2st (In) 3rd (In) 8' 0 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 24316 49:000 - 73484• 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 Short. 24.680 60.000 76.420 8' 4 Long 25.000 50.000 75.000 8' 4 Bee 25.825 50.00 74.375 8' 6 S:•:::: 28.029 51.000 75.971 8' 6 Long 25.500 51.000 76.500 8'6 Bead 28.126 51.000 75.875 8' 8 Short 28.659 52.000 77:341 8' 8 Long 28.00 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10 Shat 27.034 53.00 78.958 8' 10 Long 26.500 53.000 79.50 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 54.00 80.375 • ®TABLE 4 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • ••• • IEY 01326200117 MOS DAZE Of A RUM W VP= 138.9$ •RD A3>D 03 -11-08 91N P MAX SZE 9' x 14' DESIGN LOADS +61.1 PSF -90.3 PSF LARGE MISSLE IMPACT RESISTANCE 167 CARRIAGE ®wT VCST01- S*.ni, KG E710S WVANN441/1 ILODEL 990 B rrarsoE (24 OA) ioO. 2000 80 1099L SHORT, LONG PLUGS. AND BE P� SSE 10181 BY DU DATE 03/12/61 84®6 B 0E08 Of ME DATE O3/14/03 IRC- 9509 - 180 -21 99@& L 9IBEiK PE 1N: Na 004519 SW 3 Or 3 ® ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • •• • • • ��Qey eijrW • 04 NE )0; mil-. MQry) K(. 5D) 32 • • • • •••• Y ••• • • • • • •• • /3 6 eel • • • •• • • •••• • • •••• • •••• • •• • •••• • • e • • • • • • • •• • f /5-.6 • • • • • •••• • • •••• • • • • • • • • • • • • • • • STRUCTURAL SOLUTIONS, P.A. Pro'eo.: 10 - 002 5921 -G West Friendly Avenue Date: 4/29/2010 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: 1218 NE 101 Street Miami Shores, FL 33138 Garage Door Width: 8 ft Garage Door Height: 6.75 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12.5 ft Least Overall Horizontal Dimension of Building: 60 ft Distance from building comer to edge of garage door opening: 3.75 ft Roof Slope: any slope Positive Design Pressure = 41.4 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. •••• • • • • The building and garage door measurements shown above were provided to Structural Solutions, PA by •� others. These calculations do not address the structural adequacy of the jambs or other €uppoi ing • • structure. These calculations merely determine the Design Wind Pressures for the given:garage door �i2>s••• and building geometry. The Building Official has final authority to determine the suitabilitygf'th§ actual ..•• conditions where the garage door is located. • •••• • This document is only to be used in conjuction with Amarr Garage Doors 0"1.. S HF a ®0 ®e , � O S Ojs •Z' . ;r 04€579 c°1 Cr . 9 O e SAY SO / d 4 O �Of •- 4OR`)O ° % ON PO.{,c Thomas L. tlitt PE STRUCTURAL SOLUTIONS, ra. Florida PE# 48579 •••• • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• • • • • • • •••• • • • J:'2010 Projects \10 -002 Amarr 2010 Retrofit Doors \1218 NE 101 Street Miami Shores FL 33138 \Garage Door Pressure Calculator.xls • • • • • • •