Loading...
RC-08-1963Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: December 09, 2008 Inspector: Bruhn, Norman Owner: MCCOY, ANNE Job Address: 126 98 Street NW Miami Shores Village, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number Parcel Number 1131010260070 Contractor: JC ROLLING DOORS CORP. DBA/ PRESTIGE GARAGE 000 Lot: Phone: 305 -364 -5999 Building Department Comm CC Passed a3/00e41,eigri Inspector Comments V L(i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, December 8, 2008 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: 4 Q5 , 9.5 2204 Fax: (305) 756.8972 BUILDING NOV PERMIT APPLICATION r FBC 2001 Permit Type (circle): Buildin Owner's Name (Fee Simple Titleholder) Owner's Address /02& V City�l /& » / 42iL' 62$ State Tenant/Lessee Name Permit No. I tCc r- 110 Master Permit No. Electrical Plumbing Mechanical Roofing �11JnE C 9e _5 Phone # 3 CT- J Zip 333f Phone # Job Address (where the work is being done) /726 e ?S s T City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X Contractor's Company Namej c Roll/ ivy hers' Contractor's Address /',7 // S 0,1 l 9 Te City /1/4a y`7 /� State Qualifier .5 C / Gk, rG',� State Certificate or Registration No./2, ,6 .5 ,2,/2 V-.0 Zip Phone # .3 © J V 6-9 Zip .3 3 %e3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 8'C O Square Footage Of Work: T;e of Work: (Addition DAlteration DNew p] . Re p air/Re p lace CI Demolition D ribeWork: 0n sP ii/'@ j e mi✓9/> P eet FA e 1-1 C7-1 CVO* atil0 Ali Via Mk, Sunittal Fee $ Permit Fee S %®� CCF $ Ngtary $ Training/Education Fee $ Technology Fee $ Se}ning $ Radon $ Zoning Bond $ Cade Enforcement $ Structural Plan Review. $ C'7 ****************************Fees****************************** * * * * *, Fees* * *, * * ** ** * * * * * ** ** * * * *** * * * ** Total Fee Now Due $ (Cpptinued on opposite side) L L. NOV 0 2008 MIAMI SHORES VILLAGE 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 commencement must be posted at the job site for the first inspection whit occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be apps: d and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of %U/ 4' , 20CiS, by ,A2)) ✓`'/ C JC who is personally known to me or who has produced Signature Contractor The foregoing ' ment was acknowledged before me this day of Ak il�!)141 /27,20 by J C'1�/ /72e who is personally known to me or who has produce NOTARY PUBLIC: Sign: Print: My as identification *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 * * * * * * * * * * * * * * * * * * * * * * * * * ** / /vo o7 Plans Examiner Engineer Zoning MIAMO COUNTY • • •• • • • • • ••• • • • • • • • • • • •• • • • • • • • c:�rs.: ••• • . • BUILDING CODE COMPLIANCE OFFICE (BCCO): PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 • ••• `.• • • • • • • • ••• _ � .. ••• {< a_ • • • • •• • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BUILDING i 40 • :ST FLAGLER STREET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 • • • • • • (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •• • • • • • ••• •• • • • • 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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: 9'- 0" Wide Steel Sectional Garage Door. APPROVAL DOCUMENT: Drawing No.103287, Sheets 1 of 1, titled "Pan Door 9" W +54/ -62 psf" dated 04/07/04 & 03/0305, with last revision on 08/2005, prepared by Clopay Building Products Company, signed and sealed by M.W. Westerfield, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and appproval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufactu er's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDPCA ", 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 panel 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 Miami -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 specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,500 psi or more shall be used to make panels for Miami 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 requ_gst of the Building Official. This NOA consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candice i . Font PE. '*-----.. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CkLUWA`l NOA No: 05- 0316.01 Expiration Date: September 15, 2010 Approval Date: September 15, 2005 Page 1 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• Clopay Building Products Co. • •• • • • •• •• •• • •••• . • .. • • • • • NOTICE OF ACC�ipTiNC1 : :: EVID Iii( "AGE •• • • • •• ••• •• • • • • • • A DRAWINGS • • • • •••••••• • 1. Drawing prepared by Clopay Building 13r73ducts Company titled "Pan Door 9 "W +54/ -62 psf', Drawing No. 103288, dated 04/07/04 & 03/03/05 with latest revision on 08/2005 Sheets 1 of 1 signed and sealed by M. W. Westerfield, PE. B TEST 1. Test Report of Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203, on "Specimens A, B, C, D C 24 gauge painted galvanized steel garage door, drawing # 103287 by American Test Lab, Inc Report No. 0827.01 -04 dated 10/22/04, signed and sealed by W. F. Wescott, PE. 2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#0827-01-04 dated 11/16/04, signed and sealed by F. Grate PE. C CALCULATIONS 1. Fastener Attachment Calculations prepared by Mark Westerfield PE, sheets 1 & 2 signed and sealed by M. Westerfield PE on 03/03/05. D QUALITY ASSURANCE 1. Building Code Compliance Office E STATEMENTS 1. Letter of Code compliance prepared by Mark Westerfield, dated 03/08/05, signed and sealed by M. W. Westerfield PE 2. Letter of No financial interest prepared by Mark Westerfield employed by Clopay Building Products, dated 03/09/05 signed and sealed by M. Westerfield PE. • E -1 o F. Font PE. Sr. Product Control Examiner NOA No 05- 0316.01 Expiration Date: September 15, 2010 Approval Date: September 15, 2005 4 MCDFI9 CI OPAY 8445. 94. 98. H94 (24 GAUGE) MODfI _U(INES__._48 (24 GAUGE) • MODELS IDEA! 4F 4RST 1-14ST (24 GAUGE1 • 12nip S11LE5 A7@C1E0 10 DOOR 04404 W18 401FNRO' TOC -L -LOG 51300. ALL SECTIOS NAVE (0) 140420ES AT 11E' TOF AND (3) CUNCLIES T THE BOTIUN 04 UCH ENO 8TRE.. EFO SLOES ON 18' SECTIONS HAVE (4) amain ENE18.7 5S01001EO ACROSS THE FACE OF 001 SECTION • END STILES ON 21. 5FC1201S HA4 (8) CUNCIIER EVENLY 0818030110444000? THE FACE OF THE SEDDO. tt 9FTER1EDA4E 828E ART MACHEO VDT' T 0-2 -202 (10P & BOTTOM) AND DREOPAE • A➢XF97E (ALONG CENTER). • STILE TABLE FOR On, SEE OM OEM - 018 DOOR 1145TH 8 0' 1742812 44124018 '• LOCO LOCK 7017861 (ROTA moo IRO AMP LOONS IRS MP • UsrE0 FIR 00OGIKNIOI iF0151 • of TA 1712. 3/42 =AS ONE MA TESTED Fq1 • macro Cann arm WON AND asap S6ffi BOLT LOCK 0111333 �OF EAcR Fos 3 `+r' 2 1 END SCUDS ATTACHED TO DOOR SKIN 81T14 PATENTED TOG -L -LOG SYSTEM. ALL SECTIONS NAVE (0) QRCIES AT THE TOP AND (2) CLENCHED; T INF BOT10N OF EACH ENO 071E . ENO 81625 ON 18' SECTIONS NAME (4) CLOCHES MIXT OI8LRE01FD ACROSS THE FADE OF SECTION. • FM MPS ON 31' SECTIONS AWE (8) C4WCN6 E>104LY 06TT®tNED ACROSS 1E FACE OF It& SECTION. 000MED144 STILE ARE ATTACHED 5010' TOG-L-LOC (TOP & 807101) AND M0388E Pansse (NANO CODER). • SCE STAE TABLE FOR iI IMI IiiI r 1111 1111 NINTH II !r_1E+Ir ?ATE rRN��: ii Ilit�- IlliatiM EIRE 111 BAIT Ilimhit 1 I I illiiiig • &Ana AE1119. • ea BO.w) MAX. DOOR WAIN 9' 0• • 0$12 EL;,• 275' 7S. JAMS TO SUPPORTING STRUCTURE ATTACHMENT 7) 0417410 LOAD FON THE DOOR S TRAVSf0RRED TO THE TRACK ARO MEN FDO0 THE TRACK TO THE 2x8 ROMAL SYP • (ORb1 P2 CA SETTER) NAN85. N O LOW FROM THE DOOR S TRNSFERREO To THE FORRONIµ (LOP) 2ALffi. • I ALL .4500 FASTENERS NT BE (811r NOT REQUIRED) CWINTERPAK 10 PROVIDE A FW00 WARMS SURFACE • A 1 3 STRESS INCREASE FIR 200 LOAD WAS BQI U5E0 N THE CALCULATION OF 14108198 LIMAS FOR PACRONS AND FOR BTEI. COMPETE AND MASONRY. SEEP • 5111) W4US OF 0008 OPES*HI SHALL O IRANm SOLO BY 0O1 4055 THAN (3) 348 PRESSOR 1RUTE0 SYP (38AOE (3 OR sane) 11000 MSS OF A 01RFS5 ORADE NOT LESS TIAN 1208 PSI • DE FJDRCIE FIRER STRESS O WOMB (FN} 0100 *4400 70 BE 00440 0005 F�1 ,001440 70 BLOCK WALL OR CONt'RETF • 7,1 SYP (00000 12 OR week) 0000 MRS SHALL RE ANONORE CPO, TO CPO REP0080FO BLOCK NMLL • OR CONCRETE COLUMN. BLOCK MALL CELLS SMALL BE PLED RIM CoNCREIE AND REO0Od0 RIM BER1'ORFDS BARS EPOPLO 10 TIRO THE FOOOND AND INTO TIE BEMIS. AIL GAPS STMT BE CONTINUOUS - FRMI ME RI BEMIS 1D 00810)O PER STOCK WALL OR CONCRETE GOURDS BLOCK RNLS AND CONCIEIE COUNOS TO BE DESIGNED MINE EU.0Q15 MINTER OR AROWECT O RECORD. - 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • (NOT TO 84 us80 FOR A1TAt3041111 OF TRACK BRACKETS) ' REVISIONS • REV. NO. ZONE: 02 - DATE: ECN NO. APPVD: DESCRIPTION 6/2005 MW REVISED PER M -D COMMENTS LOCK P (81011 TITO POINT WS DUN • TEMA PER OF • v2Oook 111 OW. LOGO KAE ere' DOOR 1114RU FOR • ENDED SKIRT UM • NEU LCO COMM MT LIEN OMEN". m °. (4) 1/4• DA SELF TAPPING SCIEIES 14 RA FND IOW i ID GA RIERNFOATF 40010 SY 2.25. 1 7.5. war D1;1µ1118 ((10 sr WAI) 18 DA 904 PAINT= SEE. END STILE. • EACH END WISE Y6A4IME5 0- S/S'N0. 20 OA PORED STEEL INNER. • STILE. EACH ST50 81001.43 2'x2'. • 2 C0. CSR. ED TO TRACK J �� BRACKET FASTENED TO FOOD WOO US l'6PER ex1P1PDXE�T.. •• 2' OALY. STEEL TRACK 0.088' MACK MIC EIRA6t08 144 0D ro8RACKET 4111•0131)1188.1 ONE 1/4'- 3030/8• • BOLT & 7041 O KBD 1/4' SAEIS. • BJR CM ME FA ^vfENER TYPE asw cE EWER S I • .}�.up.pplrro))) • • 1/4' x 3' (1- /1 00B10) 182 701004 00433 44. pNCM1R (2 -1 /7 NON. ,DOE DLRTAN20 v "].�',, ®}p4 J114Y e(1[E. =a ',000 PSI Ica 1b? .% mama" )iN T iC •-•, .,L::•u:"i 4/4' R >,O Pyvi - .. .. ,... ieZ`iE It I•1.LTI�Cc. ? rfLI ^4l� v ROTATE,O AT 111 ' ASTHElIO6H AS DESK OAENNM FEIONtOW CENTER *9"6.' �1A8G00. Dap. STEEL WER EMT1 1 /1448/8 BNRET NEGI. N6•. MISRp4,R 9L5TN2E0 ON EACH ROLLER • 1EA,s•.Lp..0 TO MD 5186 .11111E p 2' STEEL ROLLER (1- 13/IB';7/18'a4 -Try'). 4 3 410&TONx. 114CK SUPPORT 8T Dow ksru0ER (TO SUM DOPER ma DOM oat ER tom Pas OA OAR. STEP. FLAG BRA0ET. EACH MIEN. TO 13000 28884 MTN (5) 3/161/1 -1/2. wow TAD SCRE1 NO TO 5RAcK 11701 (2) 1/4'- 21.3/4' BOLT & M1. TRAr_K 40 IN16.....�T. 4 ' 2' GAL. STUL TRACK (1080187 S SPECOA0 L0* BRA=E= ' 3 -1/2' x 5-3/(42'1 .� �11 iCA • SELF ASCREeE..x 5/4' DOUSLE 147 IKNYOIBAL • 1100 .••' • Imummosassocag Cffi12,111F'3r %AT•)iFFat dlia 140.0* . DP 37 88219•• rf/F.`]�y•o wAGr w 6E I I3112400 s necir mra s rr-a tS•KRh i.st F= Flt lc T,1i• 1•! 1••:X82 2'SGa3/(E•_NlSTAliQi•Ey F :N+1•7,A1 2:a3E:ctyFasy r�1••7•[;y TO e.y )nY {Rf7 caaff�` FLG9i(F'31F31'f9ii�i•'�f"1i• -4i �.. 11111. 2- 1/3'312 DA DAY. STEEL VOLK 08 (80 LAFRC& DOOR) MALL 01 TOP MT MAO TO OM Mt OF OM rearm P RIO R M IMIXI SHORN ON INS 0108110. • • I 1 I • , • • • sseghLesis ' • • e�rL. uv.&rcm PITNASS 10 TIP Ing,M, TB PAS =DI PIA / SSS LAP NORTH. 3RFRAb1DO■ M .0395 8Y ORAN% 3.7088 Stated Otherwise TOLERANCES RIO .0 a 0.031 .00 et 3.015 .000 is 11.005 .0000 0 1.001 Degrees = t I/2 Unless Rabid Gther*iee DIMENSIONS ARE IN WIDNES. ,... • • • •• •••• 44 at 04V. 51EEL • • • • :16.42 14x5 8• • • • .111I 4 /s4; •• ••• • • TALON 20 CA. &ALY. • PER sE 110/41820 O- 81# PACK 11-50 141T40E1111 • wRO, /T 4 (Itismiitharaire O • sTSE • • • • • • •• • i' D C , • • • 4 • • ••B • • • • 13 CA. CAW. 51,22. 8DTRR8 BRACKET (2- 3 /4'd). • AttACHN '8218 (3) /1436/8' 4EE1 NETµ seREYL ALUMMAI EXTRUSION & VWw. RFATIEASI@P. ALUMINUM TTACHED 10 MOMS MN M A 1/2' SELF TAPPWO SCREWS T 21 -1/2. OA. MAI. -. DE59YN EN'OBEM MACK ERb1W'61D. FUKIEN P.E. jA8408. NC P.E. *25812. TEXAS P.E. 01013 DESIGN LOADS: +54.0 PSF -62.0 PSF. PART NO.: N/A CInIay 8585 Tel. DS erl CLOPAY VINDLOAD RATING Row, Qtt Rultreg Products Company Fax No DESCRIPTION: PAN DOOR 9'W +54/ -62 PSF W 8 DRAWN BY: RJR DATE: 04/07/64 SCALE: N/A CHECKED BY: SH DATE: 03/03/05 SHEET 1 OF 1 DWG. NO.: 103287 VER. MD T DWG. SIZE • A