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5 NE 96 St (8)e N? 1024 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Lot Block Subdivision Street Address Approved use by occupancy Remarks. This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION UILDING ELECTRICAL DLUMBING JOFING ,Amer of . uilding u chitect :ontractor Builder gal escription dress of iuilding Lot PERMIT N? 11023 MIAMI SHORES VILLAGE, FLORID1 / J� DATE contractor s License No Work to be performed uhder this Permit C c). () UE) Bl. This permit is granted to the contractor or refor in strict compliance with all ordinances awings, statements or specifications that may me if the work is not done in compliance with ranted is the understanding that the contractor or builder named abov z rtaining to the work covered hereby whether shown on the plans or one by his agents, servants or employees. named above rtaining thereto and e been submitted to ch ordinances or if th Signed: c the building or to install the equipment or device described in the a cation with the understanding that the work will be performed in compliance with any s, and approv y'tttrproper municipal authorities. This Permit may be revoked at anir p?3ns a angel without authorization. A further condition upon which this permit is assum the :resPonsibility for a thorough knowledge of the ordinances and regulations tin the statements or specifications and that he assumes responsibility for work rY Value of Project $ INSPECTOR In consideration of the issuance to me of 'this permit I agree to per rm the work covered hereunder in compliance all ordina es and regulations rtaining thereto and in strict conformity with the plans, drawings, statemen s or specifications submitted to the prope thorities of ami Shores Village. accepting this permit ,. .. ermit I / / I, 7{ f 7 assume responsibility for all 'vwgrk done by either, yself, my agent, servant or employee. / ' t i �'V �`.,,,��,w.+►�• — `ONYRAdirOR bR BQI.PEA.. „ , BY Amt. of Permit $ AUTHORITY I ` 195 Cm�'. ®R102� 12 -1� 5® PAID BY Y EAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER , % . �" �� /f / ?. a- d 6 -50- > ‘7, 0 J. -S -s 1 1;^i / {, ) q y / � o /) � 0 AC;) ✓� <6 //` r' c ADDRESS 5 N. E. 96th Street LEGAL i1!;. � c 13 131.6 WS See.; ECDRD GARBAGE 'TAX Owner's Name and Address I hereby submit all the plans and specifications for said building.. All notices , be sent to Street and Number where work is to be done MIAMI SH U RES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date — , 19 : No - Street Registered Architect and /or Engineer Name and address of licensed contractor _ w Location and legal description of lot to be built on: Lot. Block. Subdivision State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor with reference to the building and its construction may The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly auth orized to administer oaths and take acknowledgments, personally ap- peared ___ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairnian Member Member __ Member Member Member Council Approved _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1 ' ^ r _~■+++~~" ~~=~+,~~°e. __ " BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address No Street Registered Architect and/or Engineer Name and address of licensed contractor ; Location and legal description of lot to be built Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Permit No Date Disapproved Date ( Signed) Building Inspector - Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of $1.00 will be charged materials and/or workmanship. MIAMI SHORES VILLAGE Subdivision <' 4 ‘1 4 • / Read, Sworn to and Subscribed before me. ,19 ? , , and for no other purpose. New Building Remodeling. Addition_ , , Repairs No. t:If Stories To be constructed of Kind of foundation Roof Covering e Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. PLANNING BOARD DATE Member Member Member Disapproved Notary Public, State of Florida My Commission Expires Date or changes to this application after approval has been obtained from when such re-inspection is made necessary by improper notice for inspection or faulty $ Company' 4\ Job Address REQUEST FOR INSPECTION 4 \ 1,,Ve 6 kaa• `S Inspection le I ' Time Ready • Date Ready_ A.M. P.M. L. PHONE OWNER'S NAME s'ILEN OLIMI W. JOB LOCATION (ST. OR AVE.) 5 N. E. 96th Street GENERAL CONTRACTOR Roezelmeyer Corp. BUILDING PERMIT NO. 9647 ZONE REQUIREMENTS DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES x NEW CONSTRUCTION REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL 17.500 DATE 7113150 CU. FT. CBS LOT 14 & Si 13 PRESENT ADDRESS c/o Roemelrneyer Corp. ADDRESS BLOCK 6 961 N. E. 96th Street PERMIT FEES 15.00 PLAN CUBE 19,161 CU. FT. XDH ROOF CONSTRUCTION Tile DESCR IPTION DESCRIPTION REFERRED TO COUNCIL REMARKS LICENSE NO. N l ot,.6 SUBDIVISION Miami Shores Sect. #1 PHONE NO. CERTIFICATE OF OCCUPANCY NO. L ) n $ ISSUED BY $ %„ TO Oliver W. ullon BUILDING PERMIT AND INSIDE I RECORD -MIAMI SHORES VILLAGE 8 9 - 34 EST. COST $ BUILDER'S BOND PHONE NO. LICENSE NO. DATE 7/13/50 11.000.00 DATE 7/1 %0 Plant _iNl idi ONSTRUCTION Oak & Terrazzo Floors - 2 Bed Rms - 2 Baths - 1 car att. gar. REASONS I NSP'ECTIONS DATE 7/26/50 BY � RE- INSPECT BY RE- INSPECT BY { „7OUNDATION BEAMS & LINTELS 9/1/50 PG TEMPORARY SERVICE $ $ FRAMING 9834 8/9/50 $ 1.00 SEWER $ S SOLAR HEATER S $ GAS FINAL �,D/1G �-YNy / i� �a $ $ INSPECTIONS CLEAN -UP BY RE- INSPECT BY RE- INSPECT BY ROUGHING CONTRACTOR Bros. PHONE pp p Smith p PERMIT NO. 98.8 I DATE 8/10/50 FEES 9.75 5 NEW BLDG. X I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK Acme 9834 8/9/50 $ 1.00 SEWER $ S SOLAR HEATER S $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING 8/11/50 IDR ROUGHING GAS H. W. HEATER CONN SEWER CONN. SEPTIC TANK Q 9/28/50 �71p JDH SOLAR HEATER 1 RANGE )F /F IXTURES & FINAL FIXTURES /2°44' J� Q P 4 CONTRACTOR C & 0 Electric Co. PHONE PERMIT NO. 9999 DATE 9/1' FEE $ 12.15 NEW BLDG. X 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS S FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN CONN. 1 RANGE )F /F IXTURES & FINAL g )01 BUILDING I, 'X ?,- C °!OR7S PLUMBING PERMITS Eh IN PECTIOGtS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR S VICE DATE BY . / '7, Passed `� 0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -12192 Permit Number: RC -2-09 -396 Inspection Date: 03/15/2006 Inspector: Grande, Claudio Owner: CAMPOS, EVELYN Job Address: 5 96 Street NE Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Building Department Comments Wednesday, March 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 vedvio Miami Shores Village, FL 33138- Block: Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (786)457 -1325 Parcel Number 1132060130820 Lot: Phone: 305 - 556 -6633 Page 2 of 2 Inspection Number: INSP -9849 Vti Inspection Date: 03/14/2006 Inspector: Grande, Claudio Owner: CAMPOS, EVELYN Job Address: 5 96 Street NE Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Building Department Comments Monday, March 13, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RC -2 -06 -396 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (786)457 -1325 Parcel Number 1132060130820 Lot: Phone: 305- 556 -6633 Page 1 of 2 Passed Inspector Comments / `ro 6-60-zeo Deptsv2 G "�u Vt -- ()% ____ 4e ee ss, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -9849 Vti Inspection Date: 03/14/2006 Inspector: Grande, Claudio Owner: CAMPOS, EVELYN Job Address: 5 96 Street NE Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Building Department Comments Monday, March 13, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: RC -2 -06 -396 Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (786)457 -1325 Parcel Number 1132060130820 Lot: Phone: 305- 556 -6633 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing /Z2; Phone # / 7 71 ) ✓, / d (;) Owner's Name (Fee Simple Titleholder) '!" /� �� wner s Address � a �.� _ w1 ' Gi O � ._ �o Y City ,4' , S, ; r; ; j" .Y��. State / f A Tenant/Lessee Name ;j` .: Job Address (where the work is being done) t - 1 •':� C- 4 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /1 ` .1. . °` ( ,r /. ,' o Is Building Historically Designated YES NO 1/ Contractor's Company Name Contractor's Address City '..yak^ Qualifier Name State Certificate or Registration No. Certificate of Competency No. Oc2aS®Uj ea 7 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: Submittal Fee $ Notary $ T, Scanning $ ; -LC Structural Review. $ Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 /i ove all goo e elver State 41 (06 to Radon $ Permit Fee $ Training/Education Fee $ Bond $ Code Enforcement $ Building Department (, 20 Square / Linear Footage Of Work: ❑Alteration ['New [t "Repair/Replace ❑ Demolition ) ********** ,� *max *�r * ** * * * * * ** * * ** �t *,� ** F ees *,r *�r ** �t **** * * **** *,r * * * * * ** * * * **** ** * * **** DPBR $ Phone # C. Double Fee $ Permit No. :66 " (4 .1/4(0 Master Permit No. Zip Phone # ( Zip ) Phone # Total Fee Now Due $ Phone #�V(/"J� ✓� Zip CCF$ k0/ CO /CC • Technology Fee $ 3 • 7 Zoning $ H See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) e ;"e " O /7/2, C 1 /i Mortgage Lender's Address ✓` y � ��'� /./(c ‘ 7 State f � U2� f {/_?, /,; /( 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 City 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 s ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ..proved an ,nspection fee will be charge �, SignQ,fure Owner or Agent Contractor The foregoing instrument was acknowledged before me this Y si'' The foregoing instrument was acknowledged before me this 4't* 1 day of : :^S' ' , 20 fy , by _ , day of ,0 , 20 ✓, by who is personally known to me or o as pr.. uced who is personally known to me or who has . reed as identificati and who did to a an oath. NOTARY PUBLIC Sign: Print: fication and w NOTARY PUBLIC: My Commission Expires: (Revised 02/08/06) As ide o did take an oath. Signature Sign: Print: soul OFFICIAL NOTARY SEAL JOSE PASTOR Zip �/ SOUTH OFFICIAL NOTARY SEAL My Commission Expires: NOTAR , FLORJ COMMISSION NUMBER DD230937 APPLICATION APPROVED BY: MY COMMISSION EXP COMMISSION NUMBER DD230937 MY.COMMISSIONEXP NOV. 7, 2007 xaminer Engineer Zoning Issue Date: 3/3/2006 Owner's Name: EVELYN CAMPOS Permit Type: Residential Construction Work Classification: Garage Door Job Address: 5 96 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/15/2007 Contractor(s) ABOVE ALL GARAGE DOORS Phone 305 - 556 -6633 Primary Contractor Yes Comments: NEW SINGLE CAR GARAGE DOOR INSTALLATION Additional Information Type of Construction: GARAGE DOOR Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 2/15/2006 Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC -2 -06 -396 Phone: (786)457 -1325 1132060130820 Lot: PB: Total Square Feet: 0 Total Valuation: $ 765.00 Required Inspections Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $6.00 $2.75 $119.55 Invoice Number RC - 3 - 06 - 24003 Total: MAR 0 6 PAID c_ K Z , Amt Due $119.55 Amt Paid fur In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING CO PRODUCT CONTROL DIVISION Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 • • • • ••• • •• • • • • • • • • NOTICE OF ACCEPTANCE Yt3in J ` --mh RC 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 A]-{J 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. 101702 -24, titled "Door Models: 83, 84A, 93. 94, H93 & H94", dated I I /18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay 1uilding 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 thc 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 thc 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 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: Thc NOA number preceded by thc words Miami -Dade County, Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of thc NOA is displayed, then it shall he done in its entirety. INSI'ECTION: 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 c t3,tyfdrng Ofliciad . •• This NOA renews NOA # 01- 0326.01 consists of thi4page :1s' e:11 os ;ho :i1, m al document mentioned above. • • Thc submitted documentation was reviewed by Canc.!' owt YE• • • • • • • • • • • • .•• ••• • • • •• • • • • . • • • • • • • •• • • ' • ' • • • NOA No 03- 0428.04 ••• • ' • `' ---- `ration Date: August 21, 2008 Appro Date: June 5, 203 Page 1 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1-10 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 140 05T • L • NT LUbMBER SECTIONS, '• 6'OSTO 7 � KmLA IKENNIEWINE11 • 11Ci11m1 It ®MIIMMINE ilm11Ae S :'•�O 10.6• X711 111u 11111 ®d •1�Jt4 1111011=1 10 9 TO 12'0 LCM11FV - !EI►r7rmrl II114.Jl111e•1s1 iii . III [mrm1lsy©rmOELiFs•1 ..444 .A14�.41444�44144��•11�44144�A� 4� II1 11111 II111 VIII JII g 1, _II II1I 1111 1111 11- 111 F: III - g. J _ III 1 IliliarilMAIIMMUSIIMMIIMMINCIIIIIIIMIESTgril EnemonmainnwasTramnimirmarvanorm LOCATION OF OPTIONAL VENTS -� A &MAXIMUM VENT OPENING: 60 IN' MAX. 000R MOTH 9' 0 (L11QAIIIF)y MIEHMIN IIIMIll - maarminnowairm 34• ?• 6 ' 106" DO R • • filiEiGHT LUbMBER SECTIONS, '• 6'OSTO 7 • • • • • 7'6 TO 8'9 • It • 5 S :'•�O 10.6• ""r • 111u 11111 6 I11E 10 9 TO 12'0 - • • MAX. 00011 11kIGHI - 12 -O (EXTENDED HEIGHT MODELS HB]. H94) ill !!11 `I� II��II�II � It i1I1 11111 111u 11111 I11E iii . III 111.1 ..444 .A14�.41444�44144��•11�44144�A� 4� II1 11111 II111 VIII JII g 1, _II II1I 1111 1111 11- 111 F: III - g. J _ III 1 LOCATION OF OPTIONAL VENTS - -.-A amAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9' 0 LOCATION OF OPTIONAL VENTS -� A &MAXIMUM VENT OPENING: 60 IN' MAX. 000R MOTH 9' 0 • MODELS 83 84A 93 94. H83. H94 END STILES ATTACHED 10 DOOR SKIN WITH PATENTED TOG -1 -10C SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH 70G -1 -4.00 (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) mN •• • •• • • • • •• TABLE • • SECTION ME EITHER 18 OR 21• HIGH • • • • • • • • • • • HORIZONTAL TRACK SUPPORT BY • • DOOR INSTALLER (TO SUIT) 1 AA 3 CH FAST yr D D D B BKWITH T �� • •) 5 /16 HOOD TAG SCREW. •• •• INSIDE Fl }NATION RACK CONF101IRAiION • • • • ••• • • 2 65LV. 5TEEL TRACK, •: TRACK THICKNESS: .060 2-1/2 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (UP 70 8' HIGH). `5) TRACK BRACKETS PER SIDE (UP TO 10' HIGH). 6 TRACK BRACKETS PER SIDE UP 10 12' HIGH). SEE END HINGE DETAIL. SEE INTERNED. HINGE DETAIL. 490 POINT LOCKING INTO TRACK PER SF8C 3603.2 5/8 MIN. ENGAGEMENT OPPOSITE S10E5 Or DOOR) (SEE LOCK OPTIONS) END SLIDE BOLT LOCK ENGAGES • STILE INTO VERTICAL • TRACK. ONE • LOCK ON EACH SIDE • OF DOOR. • INSIDE 5110( R0L1 • • I OCK OPTION - ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L-LOC SYSTEM (TOP, BOTTOM. .6 CENTER) ONE INTERMEDIATE 5111E BETWEEN EACH EMBOSS ATTACHED WITH TOG -1 -10C (TOP & BOTTOM) 5110 URETHANE ADHESIVE (ALONG CENTER) INTER. STILE OUTSIDE HANDLE INSIDE FI-E gig 0131510E 61115 1046 LOCK RAP. I OCKING 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB MTH ONE 5/16 -5/8 W000 LAG SCREW PER BRACKET. 2 GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 BOLT & NUT DR TWO 1 /4 RIVETS. ENO STILE LOCK BM GONE LOCK 1148 ENGAGES IN TRACK ON EACH SIDE OF OCOP.. JAMB CONFIGURATIQLI 2 STEEL ROLLER. INTER. 511LE TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8 MIN. ENGAGEMENT OF DOOR) SIDES (SEE LOCK OPTIONS) OUTSIDE 11 ".-END /6(1(0 Ir STILE INSIDE HANDLE OUTSIDE KEYED 1 0(6 SNAP I ATCH LOOS OPTION (4) 114.5/8 SHEET METAL SCREWS O 00 O / (4) 1/4 SELF TOPING SCREWS 1 W 1440 HINGF STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 W. MIN. GALV. STEEL END 5111E 20 GA. GALV. STEEL INTER. STILE 18 W. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(•) EACH /14.5 /8 SHEET METAL SCRREwO. 7/16 PUSHNUT INSTALLED ON ROLLER SHAFT 100 UNRESTRICTED DOOR OPERATION. 14 GA. 651V. STEEL END HINGE FASTENED 10 END STILES W /(4) EACH I /4 SHEET TAPPING SCREWS. (A) P�r.1:••�- PF..Ep: T:N • ': 1hr Florida DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REG STRATION 14o. 48 MECHANICAL ENGINEERING c.5-ca2j <4 SNAP LATCH ENGAGES .401811 Dem. H47Hiur1 CnnInm6 ONTO VERTICAL TTTACK. Philter' 014E SNAP LATCH ON EACH SIDE OF DOOR 24 GA MIN. G - MIN. G4LV. STEEL (MIN. FIELD STRENGTH: 28 K51. DRAWING OUALIIY) WITH PRIMER AND BAK(0 -0N POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 18 W, INTTRMF01A1F HINGF 7 7 -A -97 1 4// 6/0 2 J - 2 THICK ADDED MAX1MUM YEN OPENING 5 -40 MIN, wA5 6-6Q 400[0 EXTEN0E0 1E1GHi 9000.3 SECTION A -A ip? - 12 CA. GALV, STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w /(4) J14115/8 SHEET METAL SCREWS. SHIP LAP JOINTS. / .••• 11 W. GALV. STEEL END HINGE. EACH FASTENED TO END • STILES W/(4) II 4.5/5 - SHEET M AL REWS & (•) 1/4• SELF TAPPING SCREWS. 2- 1/4 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION. EXCEPT 380 SECTION WHICH HAS ONE U -BAR. U -BA115 MADE FROM 80 651 STEEL. EACH U -BAR ATTACHED w /(2) I/4 - .3/4 • SELF TAPPING SCREW PER STILE. 1.:a N .- 13 W. GALV. STEEL BOTTOM BRACKET._ ATTACHED w /(2) /14.5/8 SHEET NETAL SCRENS. ALUMINUM EXTRUSION .y VINYL WEATHERSTRIP. INSTALLER RETAIL MO0E1 MODEL DESCRIPTION 93. H93 83 2 W. STEEL 510N. 18 W. STEEL ENO STILES 94 4494 :4A 4 4 T KIN. 18 GA. PAINT () STEEL ENO 5111E5 .- ALL DOOR MODELS ARE RAISED PANEL EMBOSS THE 2.6 VERTICAL WOOD JAMBS ME TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) .4M9. ALL JAMB FASTENERS MAY BE (BUT NOT REOUIREO) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2.6 54000 JANET CAN BE 4NC4409(0 TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS 15 8AR EXTENDING INTO THE FOOTING N40 INTO TIE BEAMS. ANCHORS CAN BE I/4 ,.I -3/4 EMBED TOCON CONCRETE ANCHORS STARTING AT NO MORE THAN B FROM 8011044 AND 16 0.C.. 05 WITH 3/8 - .4 • (I -3/4 EMBED) RAWL LOX /BOLT ANCHOR STARTING AT NO PORE THAN 5 FROM BOTTOM AND 24 0.C. DESIGN LOADS: +42.0 PSF & - 48.0 PST. NOT}: SUPPORTING STRUCTURAL ELEMU4T5 SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. ® Clopay Building Products Company CLOPAY BUILDING PRODUCTS CONPANY 8585 DUKE 9100. NA50N. OH 45040 (513) 770 -4800 seas• PLOT 1.47 ' ' rt '11/18/96 uww .vsss. K..sa 1 .1./. ,• 9'O - W .12'014 514 .I''.• 000R MO0EL5: 83. 84A. 93. 94. 493, 494 B r 101702 -2A !!11 `I� _ rhiipuiiI _ ii _ IJ i i Ijii iii . III 111.1 g 1, _II II1I 11- ii iiiI - g. J _ III 1 LOCATION OF OPTIONAL VENTS - -.-A amAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9' 0 • MODELS 83 84A 93 94. H83. H94 END STILES ATTACHED 10 DOOR SKIN WITH PATENTED TOG -1 -10C SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH 70G -1 -4.00 (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) mN •• • •• • • • • •• TABLE • • SECTION ME EITHER 18 OR 21• HIGH • • • • • • • • • • • HORIZONTAL TRACK SUPPORT BY • • DOOR INSTALLER (TO SUIT) 1 AA 3 CH FAST yr D D D B BKWITH T �� • •) 5 /16 HOOD TAG SCREW. •• •• INSIDE Fl }NATION RACK CONF101IRAiION • • • • ••• • • 2 65LV. 5TEEL TRACK, •: TRACK THICKNESS: .060 2-1/2 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (UP 70 8' HIGH). `5) TRACK BRACKETS PER SIDE (UP TO 10' HIGH). 6 TRACK BRACKETS PER SIDE UP 10 12' HIGH). SEE END HINGE DETAIL. SEE INTERNED. HINGE DETAIL. 490 POINT LOCKING INTO TRACK PER SF8C 3603.2 5/8 MIN. ENGAGEMENT OPPOSITE S10E5 Or DOOR) (SEE LOCK OPTIONS) END SLIDE BOLT LOCK ENGAGES • STILE INTO VERTICAL • TRACK. ONE • LOCK ON EACH SIDE • OF DOOR. • INSIDE 5110( R0L1 • • I OCK OPTION - ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L-LOC SYSTEM (TOP, BOTTOM. .6 CENTER) ONE INTERMEDIATE 5111E BETWEEN EACH EMBOSS ATTACHED WITH TOG -1 -10C (TOP & BOTTOM) 5110 URETHANE ADHESIVE (ALONG CENTER) INTER. STILE OUTSIDE HANDLE INSIDE FI-E gig 0131510E 61115 1046 LOCK RAP. I OCKING 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB MTH ONE 5/16 -5/8 W000 LAG SCREW PER BRACKET. 2 GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 BOLT & NUT DR TWO 1 /4 RIVETS. ENO STILE LOCK BM GONE LOCK 1148 ENGAGES IN TRACK ON EACH SIDE OF OCOP.. JAMB CONFIGURATIQLI 2 STEEL ROLLER. INTER. 511LE TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8 MIN. ENGAGEMENT OF DOOR) SIDES (SEE LOCK OPTIONS) OUTSIDE 11 ".-END /6(1(0 Ir STILE INSIDE HANDLE OUTSIDE KEYED 1 0(6 SNAP I ATCH LOOS OPTION (4) 114.5/8 SHEET METAL SCREWS O 00 O / (4) 1/4 SELF TOPING SCREWS 1 W 1440 HINGF STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 W. MIN. GALV. STEEL END 5111E 20 GA. GALV. STEEL INTER. STILE 18 W. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(•) EACH /14.5 /8 SHEET METAL SCRREwO. 7/16 PUSHNUT INSTALLED ON ROLLER SHAFT 100 UNRESTRICTED DOOR OPERATION. 14 GA. 651V. STEEL END HINGE FASTENED 10 END STILES W /(4) EACH I /4 SHEET TAPPING SCREWS. (A) P�r.1:••�- PF..Ep: T:N • ': 1hr Florida DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REG STRATION 14o. 48 MECHANICAL ENGINEERING c.5-ca2j <4 SNAP LATCH ENGAGES .401811 Dem. H47Hiur1 CnnInm6 ONTO VERTICAL TTTACK. Philter' 014E SNAP LATCH ON EACH SIDE OF DOOR 24 GA MIN. G - MIN. G4LV. STEEL (MIN. FIELD STRENGTH: 28 K51. DRAWING OUALIIY) WITH PRIMER AND BAK(0 -0N POLYESTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 18 W, INTTRMF01A1F HINGF 7 7 -A -97 1 4// 6/0 2 J - 2 THICK ADDED MAX1MUM YEN OPENING 5 -40 MIN, wA5 6-6Q 400[0 EXTEN0E0 1E1GHi 9000.3 SECTION A -A ip? - 12 CA. GALV, STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w /(4) J14115/8 SHEET METAL SCREWS. SHIP LAP JOINTS. / .••• 11 W. GALV. STEEL END HINGE. EACH FASTENED TO END • STILES W/(4) II 4.5/5 - SHEET M AL REWS & (•) 1/4• SELF TAPPING SCREWS. 2- 1/4 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION. EXCEPT 380 SECTION WHICH HAS ONE U -BAR. U -BA115 MADE FROM 80 651 STEEL. EACH U -BAR ATTACHED w /(2) I/4 - .3/4 • SELF TAPPING SCREW PER STILE. 1.:a N .- 13 W. GALV. STEEL BOTTOM BRACKET._ ATTACHED w /(2) /14.5/8 SHEET NETAL SCRENS. ALUMINUM EXTRUSION .y VINYL WEATHERSTRIP. INSTALLER RETAIL MO0E1 MODEL DESCRIPTION 93. H93 83 2 W. STEEL 510N. 18 W. STEEL ENO STILES 94 4494 :4A 4 4 T KIN. 18 GA. PAINT () STEEL ENO 5111E5 .- ALL DOOR MODELS ARE RAISED PANEL EMBOSS THE 2.6 VERTICAL WOOD JAMBS ME TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) .4M9. ALL JAMB FASTENERS MAY BE (BUT NOT REOUIREO) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2.6 54000 JANET CAN BE 4NC4409(0 TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS 15 8AR EXTENDING INTO THE FOOTING N40 INTO TIE BEAMS. ANCHORS CAN BE I/4 ,.I -3/4 EMBED TOCON CONCRETE ANCHORS STARTING AT NO MORE THAN B FROM 8011044 AND 16 0.C.. 05 WITH 3/8 - .4 • (I -3/4 EMBED) RAWL LOX /BOLT ANCHOR STARTING AT NO PORE THAN 5 FROM BOTTOM AND 24 0.C. DESIGN LOADS: +42.0 PSF & - 48.0 PST. NOT}: SUPPORTING STRUCTURAL ELEMU4T5 SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. ® Clopay Building Products Company CLOPAY BUILDING PRODUCTS CONPANY 8585 DUKE 9100. NA50N. OH 45040 (513) 770 -4800 seas• PLOT 1.47 ' ' rt '11/18/96 uww .vsss. K..sa 1 .1./. ,• 9'O - W .12'014 514 .I''.• 000R MO0EL5: 83. 84A. 93. 94. 493, 494 B r 101702 -2A Florida Building Code Garage Door Windload [design Pressures Report # DPR- 060206 -G -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, ASCE 7 -98), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Evelyn Campos 5 NE 96 St Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 6" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 40' 1" Measurement of Nearest Garage Door Opening to Building Corner: 10' 4" Positive Design Load: +41.1 PSF Negative Design Load: -45.1 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'6" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, Windload Capacity: +42/ -48 PSF. Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 8'6" x 7'0 ", Approval # 03- 0430.03, Dwg # 101703, Windload Capacity: +48/ -60 PSF. The design loads shown above area based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2004 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or supporting structural adequacy. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door -jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Mark W. Westerfield, P.E. Florida P.E. 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