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BP-05-1586Miami Shores Village 10050 NE 2nd Avenue Printed: 11 /15/2005 Applicant: DENIS Owner: ARDEN JOB ADDRESS: 375 NE 94 Contractor Local Phone: Parcel # 1132060136120 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -1586 ARDEN DENIS ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 5/9/2006 Construction Value: $650.00 Work: REPLACE SINGLE CAR GARAGE DOOR Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 E3OFT OF LOT 13 & ALL OF LOT 14 Fees: FEE2005 -14509 FEE2005 -14510 FEE2005 -14511 FEE2005 -14512 FEE2005 -14513 FEE2005 -14514 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $5.00 $0.20 $2.50 $3.00 $111.30 Total Fees: $111.30 Total Receipts: $0.00 NOV 1 6 PAID 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: REPLACE SINGLE CAR GARAGE DOOR G Passed Inspector Comments cc ,.., ' _ / 9/1.0 (n /A/ S (.1coA) _ - 7,1 Ct n- t ff " Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/15/2008 Inspector: Grande, Claudio Owner: ARDEN, DENIS Job Address: 375 94 Street NE Project: <NONE> Contractor: Building Department Comments Monday, July 14, 2008 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: JUL 1 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number (305)648 -0032 Parcel Number 1132060136120 Lot: Page 1 of 2 Bill To I DENIS ARDEN 375 NE 94 ST MIAMI SHORES, FL 33138 -2831 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 07/01/2008 RENEWAL Tuesday, July 1, 2008 Fee Name Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -7 -08 -32259 Invoice Date: July 01, 2008 Permit Number: BP2005 -1586 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 07/01/2008 Check 1662 $75.00 $0.00 1 PAID Total Paid: $75.00 i Total Due: $0.00 II BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIVED NOV 1 r ;OM Permit Type (circle): con Electrical ' lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) . Phone # �J • 9 S ' 2_. 5 Owner's Address 2 J Ne 99 57 1I S3S State ift , Tenant/Lessee Name Phone # Job Address (where the work is being done) 3I PS T CT City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Total Fee Now Due $ L 1 1 1. 30 . (Continued on opposite side) ZipgS13S Permit NoJPC6 — I <° ster Permit No. Phone # Zip1 l City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit G (a, Square Footage Of Work: Type of Work: DAddition DAlteration EJNew Repair/Replace ❑Demolition Describe Work: dr-settive Cjl oG u& G ** * ** * * * * * * ** * * ** * * ** * * * * ** F * ** *** * * * * * * * * * * * ** * * * * * * * * ** Submittal Fee $ Permit Fee $ 1 OD 4■ - CCF $ 0 • (0O CO /CC Notary $J' • CO Training/Education Fee $ ©. 2_O . Technology Fee $ 0 .0 Scanning $ 3 • 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Conunission Expires: APPLICATION APPROVED BY: Chc 05/13/03 As identification and who did take an oath. who is personally known to me or who has produced My Commission Expires: r 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 Ah'NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance \kith 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Plans Examiner Engineer Zoning • I I_'°$ being the legal property owner, for the property Located at: S9 5tf Legally described as WT 13 4 4 5 w ' 20 I LAT tibt311., Lis/ ' eel 1 * I , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 4 89.103(7), end I have read and understand the following disclosure Statement, which entitles me t6 ,brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. ! You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this /� � day 200v ;Doi is Z-: g cle.--k-L... Produced VILLAGE OF MIAMI SHORES OWNER BUILDER. DISCLOSURE STATEMENT Owner Owner BUILDING DEPARTMENT DISCLOSURE STATEMENT who is personally known to me or who has as identification and who did take an oath. T Udia Gonzalez My Commission D0113843 ' arw e Expires May 01, 2008 g.. MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE -OF ACCEPTANCE (NOA)__. Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 Ls MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations gone + c• a cti materials. The documentation submitted has been reviewed by Miami -Dade County Product ContraDivisi •_e d : �t 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 hall 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94,1193 & 1194 ", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal 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 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 31300 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 # 01 -0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by C ont PE. NOA No 03- 0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 Page 1 H GHT NUMBER OF SECTIONS laTJ(ill 4 iii8a17 10 1 12 0 7 I� 1r AUD a ��i�� 9EVS NOM D LOCK NO MODELS 84A, 93. 94 (UP TO 8'0" HIGH), H93 & H94 (UP TO 12'0" HIGH) END STILES ATTACHED TO DOOR 5 WITH PATENTED TOG -L-LOC STaitN (TOP 80TTON. & CENTER) ONE ACID M M E I TTEE STILE BETWEEN EMBOSS & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) END STILES ATTACHED TO DOOR N WTTH PATENTED TOG L SYaitM (TOP. BOTTOM. SKI & CENTER)) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG-L -LTC (TOP & BOTTOM) ND URETHANE ADHESIVE (ALONG CENTER) LOCATION OF OPTIONAL VENTS. as (MAX SEIZE: 80 SQ. INCHES) MAX. DOOR WIDTH s 9' -0' INSIDE ELEVAD00 • - SECRONS ARE EITHER 18" OR 21" HIGH — x► A VIEW 'B" TACK CONFlLYIRASON 510 HEIGHT NOOEHS 84& . 94 DOORS UP TO 8'0" HIGH HORIZONTAL TRAC( SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM O 1 0 76" (7'6" & 8'0 H DOORS ONLY) 2' GALV. STEEL TRACK. TRACK THICKNESS: .0B3" TYP. 2 -1/2 "x12 G0. GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14 0.C. (8 TOTAL BRKT5 PER SIDE FOR DOORS UP TO 7'0" HIGH). TOTAL BRKT5 PER SIDE OR DOORS UP TO 8'0" HIGH). 24' BRACKET JAMB WITH KET ATTACHED LAG SCREW TRACK ATTACHED TO WITH ONE 1/4"x5/13" EACH BRA & NNUT. 3 -1/2" OR 1010 1/4" RIVETS. 10 TRACK CONFIGURATION SCALE 1/2" = 1' DOOR HEIGHT m F7c7i illr VIEW '.4" 180 POINT LOCK POSITION INTO TRACK HAS BEEN TESTED PER REQUIREMENTS OF SECTION 12.1 OF T E 0 ! 202. 5/8" P OPPOSITE SIDES OF 170CIR) (SEE LOCK OPTIONS) 4) 014x5/9" SHEET METAL SCEES (2) 1/4 "x3/4" SELF TAPPING SCREWS 14 GA. PAID HINGE 18 GA rM0914 01ATE HINGE LOCATION X SI. GIGO OPTIONAL TS.® INCHES) (1 A� MAX. DOOR WIDTH x. S' -0 IN540F F1 NATO; •-1•- A 11P. 2 -1 2'x12 G0. GALV. TRACK BRACKET. 10400 WICKET ATTACHED TO DOOR JAMB W1111 (1) 5/18' x 1 -5/8" LAG SCREW 2" GALV. STEEL TRACT( FASTENED TO 2- 1/2'x12 GA. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1 /4'x5 /8" BOLT & NUT, OR 580 1/4" RIVETS. TRACK CONFlGl1PATiON 11°112 MAN. McKALL�J! ( TO � SUII DOOR 011401060 HEIGHT MOO1.5 14930. 4494 ,SRS UP TD 17'0 HIGH COUNTERBALANCE "'00086 OR SYSTEM HIGH VE 12 " -14" 3 -1 /Y : u: 13 GA. GALV. STEEL FLAG BRACKET. 70400 CONRGURADON 2" MN. GALV. STEEL TRACK. MIN. TRACK THICKNESS: .083" TRACK ATTACHED TO EACH BRACKET E NE 1 /4'x5 B' BOLT & NUT. 1YP. 2-1/r -1 2 GA. GALV. STEEL TRAa< BRACKETS. EACH TRACK BRACKET ATrACH0 TO DOOR JAMB WITH (1) 5 /18 X 1 -5/9' LAG SCREW DOOR HEIGHT 1C1G9ilYi NEMICIED ancriiIIFOr [f INTER, STILE OUTSIDE KETEO HANDLE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF .DOOR. OL11000 KEYED LOCK SNAP LATOH LOCK OPTION TWO POINT LOCK PO5RI0N INTO TRACK TESTED PER HAS BEEN R 12.1 OF 2.1 TA5202.S8 " 4. SIDES OF 0000) (SEE LOCK OPTIONS) END STILE INSIDE HANDLE { OPTIONAL STOP MOULDING 9•Y DOOR INSTALLER (TO Sun) 18 GA. MIL GALY. STEEL END STILE 18 GA. GALV. STEEL DOUBLE ENO STILE 48 GA MON. GALV. INTER. STILE JAMB CONWGIJRAT10N tis 24 GA. MIN. 0-40 MIN. GALV. STEEL (MIN. YIELD STRENGTH: 31.3 KSI, DRAWING WJAUTO WITH BAKED -ON POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. DESIGN LOADS: +57.0 P5F & -67.0 PSF. 11)1 Rae i 0.3 18 GA. GALV. STEEL CENTER F TO INSIDE SXIN W 4 #14x5 8 SHEET METAL (VIEW "B") 7/18" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION 14 \... END W/�( 8' 0411 METAL SCREWS AND 2) 1/45e3/4' SELF TAPPING SCREWS. (VIEW "A') 2" STEEL LONG STEM ROLLER. P+liaral Dade Product Dhision DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING sol C lopay Building Products Company SLIDE LOCK VERTICAL INTO TRACK. ONE LOCK 014 EACH SIDE OF DOOR. I4401IIF SURF R(K LOCK OPTION' MOM BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MA50N. OH 45040 (513) 770 - 4800 2" THICK BOLT w 1:010 axO® MYR 11/18/88 SEC110N A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED 00/(4) 4x5/8 SHEET METAL SHIP OAP JOINTS. 14 GA GAIN. STEEL END HINGE EA.CI4 FASTENED TO END =Es w/(4) 1#x9/8" EST & (4) 11/74" SELF TAPPING SCREWS. 4" TALL X 2-1/2" WIDE X 16 G0. C- NEIL ONE PER SECTION ATTACHED TO DOOR AT END AND CENTER 1/1/44"" 4 3/4" SELF TAPPING 1/4" PER STILE 1 (3) PER SECTION. GA. V. INSIDE ELEVATION). EACH ATTACHED WITH 3� 1�4" X 3/4" SELF TAPPING SL`ftEV!§ (TWO C ) DOOR. ONE TO 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED 00/(2) #14415 /8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. THE 2,8 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW P(1T44p0.p) 140 LOAD IS TRANSFERRED MAY BE (BUT NOT �REOUIRED J COI E UNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x8 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOC( WALL OR CONCRETE COLUMN. BLOC( CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED W414 CONTINUOUS s BAR EXTENDING INTO THE FOOTING AND INTO TIE REAMS. txIOR5 CAN BE 1 /4 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM 8070014 AND 18" 0.C., SIB WRH 3/8 "x4" (1 -3/4" EMBED RAVE LOK /BOLT ANCHOR STARTING AT 140 MORE 2HAJ�6" FROM BOTTOM AND 24" 0.E CO 3817010 NOTE 7: SUPPORTING S1RUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON TINS DRAWING. P.••°"••• DOOR MODELS: 84A, 93, 94, H93, 1494 lamma foam B I 101708 XX:I.x xox X... I x 12'0"H