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RC-07-1943Inspection Date: 10/04/2007 Inspector: Rodriguez, Jorge Owner: WILLIS, ELLEN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 187 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: FLORIDA GARAGE DOOR INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number Parcel Number 1132060132071 Lot: Phone: (305)888 -3311 Building Department Comments INSTALLATION OF 8X7 RESIDENTIAL GARAGE DOOR on 0 4 511 Passed ./kL1 Inspector Comments CREATED AS REINSPECTION FOR INSP-61566. 1) Dade County approved label not on door. 2) U straps not attached as per NOA, on every stile. 9/26/07 CG.cc 7" c;),/ //A' ) 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, October 3, 2007 Page 2of2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Nmolamm la SEP i 3 200/ BY: __ - _____ -- Permit No. 12C07 1940 Master Permit No. Permit Type (circle): C Building ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) E LEsi LS s-t-t S Phone Owner's Address l 11 i4 � 1 o® sr City 1'U 4 ( e- State P- L.._ Zip 3.3 1 *3 4g Phone # Tenant/Lessee Name Job Address (where the work is being done) a 1 LJ C 1 CEO S )-- City Miami Shores Village County Miami -Dade Zip'j (-3t FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name li .. or\ �G G`1 arage DOG/ Contractor's Address fj d (�./ '32 171-- ✓ City Qualifier Name State Certifieate:or Registration No Certificate of Competency No Phone #W" Zip 'g12 Phone # j 11J b � � ? 1 State (-- Architect /Engineer's•) ame (if applicable) Phone # Value of Work For this Permit $ oo Square / Linear Footage Of Work: ✓ ✓ te-e- Type of Work: ['Addition Alteration ['New ►� Repair/Replace ❑ Demolition Describe Work: tel o 1 Cd i, - • t U'e g I d ya ******** * * * * *** ** ***** ** * * * * * * ** * * ***** Feet ********* * ** * ** ***** ** *** *** *** ** ** ** * ** -* Submittal Fee $ Permit Fee $ //0 CCF $ Techuolo Notary $ Training/Education Fee $ Q, 2.0 .Scanning $ 3 -W Radon.$ DPBR $ �Lo Bond $ Code Enforcement $ Double Fee $ Structural Review. $ , Total Fee See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State 1 f Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 11' 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature g . Owner or Agent The fore day of who is pe nstrument was acknowl ecl ed before me this The fore 200 1 by n (.Q CJ I + ((� 2.i day of Contractor nt was acknowledged before me this I 20 t)l by 6), Com nally known to me or who has produced who is pers nally known to me or who `'! t produced As identification and who did take an oath. NOTARY P IC: Sign: Print: / d' My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02108106) RUTH RIVERA '.., �'b MY COMMISSION * EXPIRES: August 8,2011 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,.,77/ / / 4 REM 4, �R 703L65 My Commission Expires: * x S', 82011 Y ;r EXPIRES: August , * * * * * * * * * **********************1 > at`,,, * Al 9 Plans Examiner Engineer Zoning MIAMMADE BUILDING CFC O' IANCE OFFICE (BCCO) PRODUCT' _ NOTI Clop 8585 Mason, SCOPE: f ' `wing under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami- Datipi gu}nty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dane Couno and other areas where allowed by the Authority Having Jurisdiction (AIHJ). r Llellc :s 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 applicabk hiding code. •...• This product is approved as described herein, and has been designed to comply with the High Velocit ' Jiur=icane Iron * of the • • • !(I) F!ACE'ANCE (NOA) • i[i)MCMICT'MIM la SEP 13 Z00/ El BY: MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled "Door Models: 83, 84A, 93, 94, H93 §.4 ", datgd 1r/18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, sigriblaq? sealed 'b" k•W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice pi ,Acceptance nuiaber and expiration date by the Miami -Dade County Product Control Division. • • • • • • • ..' • • • MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, City' site and •fell. wing 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 11141942 p no elge it 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 terminatillita'NbA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOS t,4-15 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 frdiireach 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 28000 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 renews NOA # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. ..r:� The submitted dac ntatio{1 =wa viewed`by� tanAVIErik an'„ APPROVED ZONING DEPT TE 9 NOA No 03-0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 BLDG DEPT SUBJECT TO COMPLIAN WITH ALL E, STATE AND COUNTY RULE* AN 4P,Een f..'rJUS -Sg •` •i • •; • • • • •• • • Clopay Buil ing Products Co. NOTICE OF ACCEPTANCE: , ,.„EVIDENCE SUBMITTED (For File ONLY. :1ot, part of NOA) A. DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "Door Models 83, 84A, 93, 94, H93 & H94", Drawing No.101702 -24, dated 11/18/96, with last revision on April 2003, sheets 1 of 1, signed and sealed by M W Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on "9' x 8' door model 73", prepared by American Test Lab of South Florida, report No. ATL 1112.01 -96, dated 11/13/96, signed and sealed by W. Mehner,_PE. C. CALCULATIONS 1. Calculations dated 01/10/97; pages 1 through 2, prepared by M W. Wester d,• • signed and sealed by M W Westerfield, PE. • • •••• • • • • • •• • • •• • • • • • •••• D. MATERIAL CERTIFICATIONS • 1. Tensile test report No. CTL986B, prepared by Certified Testing LaWries, dated 12/16/96, signed and sealed by R Patel, PE. • •••• • • 2. Salt Spray Exposure test report No. 258592, prepared by Celt*? C:orpo .ation • Testing Services, dated 08/17%98,4'04 sealed by R G. Miller, P' • • • • • • • E. STATEMENTS. • • • • 1. Affidavit of minimum yield strength compliance prepared by 1 ;Westeld• employed by Clopay Building Products Company, signed by M. Westerfield aura: notarized by S. E. Rodenhauser on 05/05/03. 3 Affidavit of no financial interest prepared by Mark W. Westerfield PE. with no date, signed by M W Westerfield PE. and notarized by M E. Knisley. 4 Letter of code compliance prepared by Clopay Building Products Co. on 01/10/97, signed and sealed by M W. Westerfield PE. 5 Letter of no change issued by Clopay Building Products on 04/23/03 signed and sealed byM Westerfield, PE. E - 1 Candid() F. Font, PE. Senior Product Control Division NOA No 03-0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 • • • • • • •: • • Y2 • III 111 II IIII III I I 1 T -'4 SEE INTERNED. HINGE ll. DETAIL TWO POINT LOCKING INTO TRACK PER E( � z ENGAGEMENT OF 0009 SIDES (SEE LACK OPTIONS) u LOCATION OF OPTIONAL VENTS ®MAXIMUM VENT OPENING: 60 IN MAX. DOOR WIDTH m 9' -0' M51DE ELEVATION TABLE 1 • DOOR 9.• NUMBER OF HEIGHT :14'�_i_ SECTIONS * [lfi?JMEN 4 '. •:vm -WI NGTill 5 12. mli l 1 LINN WAN 8 109 TO - 7 SECTION-ARE EITHER 18• OR 21' HIGH I2 C� f1II ®11111=1II I II=11II I III1MIIIE • • • gill ®l l II�II l Il�lf I III®Ili" • • • ■te>is VIII ®dill— IIIIhIli�l.�lit T. F= 16����•�•�3 -3 -7 T DOORTRACK SUPPORT BY INSTAL.ER (TO SUM 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO 9000 JAMB WDH (3) 5 /18141 -5/8' WOOD LAO SCREW.. TRACK DNFlG BDIDI 2' GALV. STEEL. TRACK. TRACK THICKNESS: DSO' 11511.. 9.• _:,:7.2 x•��'•3 �I :14'�_i_ NSINii .VAl YF3SiaiLli: lin, 1 •:vm -WI NGTill mLi Kill ®C3i FII ►iz)i mli l 1 LINN WAN ia11014 LIi100 VAINI014 iQ7111[+31FIIIFNiNC1iE:L1 EZ511111dIPMilliFIMIEISMEEIBEM ffeEdllIgiFIIMODSIIIIIKISHESUAIIGNI Ta'I ETEWIL Il9iraF!>Af11E61.7.FaiGT-Yi llMil IIEV ?sfii GINKT Iii ii1LliliZIIKM iimEEMILGfiFILIV fi 7a11117iii T(YP). 2 -1 x12 C.A. GALV. 811081(. TRACK T1RACKET. (5)TRACK BRAG PER ',+• (UUP P 100610'HIE 6 TRACK BRACKETS PER SIDE (UP TO 12' HIGH LOCATION OF OPTIONAL VENTS ®MAOYLB4 YEW OPENING: 60 04 MAX. 0009 WIDTH - 12020E ELEVATION 2x8 WOOD JAMB INTER. STILE OUTSIDE KEYED HANDLE END 514E INSIDE 14ANOLE 01190E 4401 0.10f5(. SNAP LATCH IDCK 0909 TWO POINT' 00 G 2 <. G0. KIN 6-4411 0 GALV. STEEL (KIN. MELD STRENGTH: 28 KS. DRAWING QUALITY) WON PWNER AND DOOR ENGAGEMENT TALKED -ON POLYESTER PANTED TOP CO0.T 5 MIN. API•I.O TO BOTH SIDES OF SBA. (SEE LOCK OPTIONS) (4) 41485 /8'. �SHEET METAL SCREWS (4) 1 /413 /4' SELF TAPPING SCREWS 14 OA END HIN(S STOP 4 INSTER (TO � 9101)DOOR 20 GA MIN. GALV. STEEL END SOLE 20 CA GALV. STEEL INTER STILE 12 GA. GALV. STEEL TRACK BRACKET F TO WOOD JANE WITH ONE 8 18'x1 -5/8' WOOD LAG SCREW BRACKET. 2" GALA STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED 911140190 1 /4'x5 /8_ 80L1�N• RVETIL • • �(i0 • • • • JAMB CONI■fUIRAT • • • • • • ARATIG4 Wt*Nes m a HERS• • 43A3 ...1.0SAJESIDEEDIEFElitteE 12 C.A. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED - METAL.4) SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE. 31LA 4)14x5 8' & E4 1 4. SELF TAPPING 508085. 2- 1/4120 GA. COLV. STEEL U -BAR 1W0 U -BARS PER SECTION. EXCEFT 3FAT SECTION WHICH HAS ONE U -BAR. U-8A S MADE FROM 80 KS STEEL EACH U-EAR ATTACHED W /(2) 1 4- r SELF PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED 11/(2 #1485/8' STET METAL ALUMNUS. ERTRUSIOON4 & VINYL WEATHERSTRIP. INSTALLER MODEL RETAIL MODEL DESCRIPTION' 93. H93 83 94. H94 64A 24 GA STEEL SION• t8 GA. STEEL END STILES 74 GA. STEEL. SKIN' 18 GA PANTED STEEL ENO STILES • - ALL DOOR MODELS ARE RASED PANEL EMBOSS 09 FAR YEUAW PINE. LINO 6 T BE GRADE 2 10 THE HORIZONTAL (TTO JAMS. ALL JAMB FASTENERS MAY RE Darr NM REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUN1■90 SURFACE. 2.5 WORD JAMB CAN 80 ANCHORED T0 GROUT REINFORCED BLOCK WALL OR CONCRETE CX.U4N. BLOCK CELLS SNAIL BE MED NMI CCNCREIE AND f•U909600 WITH CONTINUOUS #8 BAR FXTE NOMG INTO THE FOOTING AND INTO DE BEAMS. ANWORS CAN BE 1/4'81-3/4' EMBED TAPCON C196904E ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM AND 18' 0.6.. DR WITH 3/814' (1 -3/4' EMBED) RAWL LOK /BOL'i9ANCHOR STARTING AT NO MORE THAN 8' FROM BOTTOM AND 24' O.C. 188 GA. GALA STEEL INTER 441900 0ACH (14x8/8' 5HEETMETAL 509EW5.- 7 18' PUSHNUT INSTALLED ON ROLLER FOR UNRESTRICTED WOR OI RATg4. • •4 AL GAL* STEEL. END HINGE • E]XTG END STILES W 4 EACH • •1140 811SIEET METAL & (4) ••13/4 6LE TAPPING SCREWS. • \• • • • • 2' !TEE! ROM.. DESIGN ENGNEM MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 • • MECHANICAL ENGINEERING • ••• •• • • • • • • • • • •_ CLOPAY BUILDING PRODUCTS COMPANY MITE; SUPPORTING ;•RUOiURA. ELS4ENTS SHAY, BE E9 Y■O a Y 8Y A RECKONED PiFESINONA ENGINEER FOR•WIND 8388 DUKE BLVD. MASON. OH 43040 SHIM ON•RIS 0<'1 NG• • • • • • • *Building Products (513) 770 -4800 • • • • • • • • • • Company DESIGN LOADS: +42.0 PSF & -48.0 PSF. °WO not 4-42 '''''11/18/86 IMMO 111, o ®mvs 1.4.011. $ ;WV 910'• • 12'0'H X8=.1, BNA MODELS: 7, N84 3. 8 MOO oc- B 101702 -24 3 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • s • • • • • • • • • •• •• • ••• • • 1