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WS-12-933Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175150 Permit Number: WS -5 -12 -933 Scheduled Inspection Date: July 03, 2012 Inspector: Bruhn, Norman Owner: HALMAN, MARK Job Address: 1177 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADCO OVERHEAD GARAGE DOOR INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (786)251 -7913 Parcel Number 1132050190350 Building Department Comments REPLACE 2 8 X 7 GARAGE DOOR Passe Failed ,f77Pa- Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 173995. No access. NB Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 02, 2012 For Inspections please call: (305)762 -4949 Page 15 of 19 BUILDING PERMIT APPLICATION Master Permit No. FBC 2010 Permit Type: MECHANICAL _F (Fee Simple Titleholder): J I �� {' %) Phone #:1.,� 60 15;4--t?-94 OWNER: Name Fee Sim le Titleholder : Jrr7 f' l b () -- State: FL.-- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED MAY 232012 Permit No. Address: City: Tenant/Lessee ame: Email: JOB ADDRESS: 1 t 1-1 N e zip: 031 Phone #: City: `Miami Shores County: Miami Dade Folio/Parcel#: (I -- 3&O 01 R — r),6"0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: P t ° (,VL v41e {J atl C , 44 hone #: (o grec--aie3 Address: ��%� N W DQ City: Qualifier Name: t� In1 ■►,' '�' State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engineer: State: in D1P1c Phone#: Certificate of Competent #: DIA:EacKL-66- Email Address: ADtr a ✓'e4612 ■aiC Q h -b0 , Cep Phone #: Zip: avc,(.0 yoggf-= Value of Work for this Permit: $ Square/Linear Foo ge of Work: 11 Type of Work: Address ❑A`lteration ❑New 1 f 1$Repair/Replace ❑De olition Description of Work: –& IaGe. - /: :: ts1 ecn3 1 ** ** x**** ** * ** *** ** * ** * ** ****** * ** **** *F *** ** *****tig* ** * * * * * * ** Submittal Fee $ 3, o Permit Fee $ 1 ,Pd Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 A■141DAVIT: I certify that all the foregoing information is accurate and that all work will be don a 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 he approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ack�n-owl ged before me this day of , 20 Log., by V i 1 1 144 l wail who personally - , known t me or who has produced e"' �' ►moo (�l0dentification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission at :�: Expires: DEC. 03, 2014 BO ED TERII ATLANTIC BONDING CO,INC Signature ontractor The fore oing instrument was acknowledged before me this , day of OL , 20 �, by 1-voyntrai4D aluits . who is personally k wn noto me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY 4j. i/ ": /lN an0 My Comma ,, ,'on #DD811516 S,„ .0% Expires: AUG. 04, 2012 Beim num ATLANTIC BONDING CO, INC. ******************+**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 06/06/12 THIS CERTIFICATE IS IISSUM ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIRCATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERT1FICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSIANG INSUREDS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE (HOLDER. IMPORTANT: If the certificate holder Is an ADDINCINAL I SUREO. + ) surat be endorsed. It SLUEROGATIOR 18 WAIVED, subject to the terms and conditions of the policy, can polls may retne an mukasernenL A on this certificate does net confer rights to the certificate holes In lieu of swdf PRODUCER Just insurance Brokers 1200 NW 78 Ave Sule 105 Miami, FL 33126 Phone (305) 418-4701 Fax (305)418 -4706 CCOVIRCI WARR Ana Mafia MAXIE ( No. E: (3 4184701 (A/C. No): (305) 418 -4706 Am pcansainunanoelnokins.cam DEIDIERM AFFORDING COVERAGE mum; p: Landmark American Ins. Co NAIC # INSURED ADCO Overhead Garage Doors, 7577 NW 50 Street Miami, FL 33166 COVERAGES (305) 885-4M136 CERTIFICATE NUMBER: NEB: INSURBIC: LAD: Gualurifee 1 INSURER E: F: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELCfW HAVE BEEN ISSUED TO ME INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITON OF ANY CCENTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE BY THE MIMES DESCRIBED INEREHN IS Si18JECT TO AU_ THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH PIXICQES. LIMITS SHOWN MAY HAVE INEEN RIECRICED BY PAID aims_ INSR LTR A TYPE OF INSURANCE GENERAL UABIUTY • COMMERCIAL GENERAL LIAOUTY ❑ ❑ CLAIMS -MADE ® OCCUR ❑ GEM_ AGGREGATE UMT APPUES PER ❑ POUCY ❑ PC-("1' ❑ LOC ACEILSUBR WVD INSR POLICY NUMBER POLICY OF POLICY EUP LOOTS LBA9 06101/012 0801/2613 EACH OCCURRENCE $ 1,000,000.00 DAMAGETO RENTED PREMISES (Ea ocomence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS- COMROP AGG $ 1,000,000.00 $ AUTOMOBILE UABIUTY U ANY AUTO ❑ � OVVNED ❑ HIRED AUTOS ❑ AUTOS ❑ AUNN CONS SINGLE OMIT (#a aociden9 $ BODILY INJURY (Per person) BODILY INJURY (Per accident PROPtjAMAGE $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE ❑ DED ❑ RETENTION $ EACH OCCURRENCE $ AGGREGATE $ D WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y /N ANY PROPRIETORIPARTNEREXECUTIVE OFFICER/MEMBER EXCLUDED? (fMyaendotory In Nl I s, describe under (DESCRIPTION OF OPERATIONS bets,/ ON GIN 1 06101/2012 06101/2013 ❑ WC STATU- LIMITS EL EACH ACCIDENT $ 1,000,000.00 EL DISEASE- EA EMPLOYE $ 1,000,000.00 EL DISEASE - POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS /LOCATIONS / V (Arai ACORD 101, AddftIonal RemaltsScheade, R snore space Is CERTIFICATE HOLDER CANCELLATION VILLAGES OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2nd AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DIESCRIBED PCIICIES BE CANCELLED BEFORE THE E U 1RATHW DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WJTH THE PY AVINCRIZEDREDRESINTA71VE ACORD 25 (2010/05) OF ®1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD rrame and logo are registered marks of ACORD CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Mi mi Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: L-L PERMIT # ADDRESS: 1D) NI FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: I 1 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: DATE: Miami-Dade My Home My Home ia a Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Proporty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11-3205-019-0350 Property: 1177 NE 100 ST Mailing JILL HALMAN TRS Address: JILL HALMAN 1177 NE 100 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: CLUC: 1100 SINGLE FAMILY RESIDENCE •001 RESIDENTIAL SINGLE FAMILY Beds/Baths: Floors: Dvin Units: Ad; S. Foote e: Lot Size: Year Built: Legal Description: 3,222 17,550 SQ FT MIAMI SHORES SEC 8 REV PB 43-67 LOTS 13 8, 1R4 BLK 177 LOT SIZE R . EGULAR 0821395- 2954 062003 1 COC 26294-2392 03 2008 1 OR 26757-1077 0209 19 Assessment Information: Ve—ar: Land Value: iBuilding Value: Market Value: Assessed Value: 2011 2010 $254,878 $211,922 $351,611 $353,248 $606,489 $565,170 $573,647 $565,170 Exemption Information: Year: ---,ornestead- 2, Homestead: < Taxable Value Information: Year: 2011 2010 $25,000 $25,000 YES YES 201 2010 Applied 1 Exemption/ la;_idg Authority:, Taxable Value: $50,000/ $50,000/ onal: $523.647 $515,170 $50,000/ $50.000/ $523.647 $515,170 $50,000/ $50,000/ $523,647 $515,170 $25,000/ School Board: 25'000/ $548,647 $540,170 Sale i,,formation: Applied Exemption/ Taxable Value: • ,nnno ' MIAMI-DADF 6;i t Ili' Iiii!!!' ACTIVE Mtn* SELECT Page 1 of 2 6 JiJ/li' 357 tqeic t793 -i27, jou Laa: lcirormaitc, apit "tioa, O st s d ur eat stiir.ts or suggestions 000 email ,!""si„. ma,, 5Y, hi tp://gisims2.miamidade.gov/MyHomelpropmap„asp Legend • Property • Boundary Selected sed Property Street Highway Miami-Dade County Water 5/23/2012 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool P11iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction/renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre- damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 MAY 0 tali BY: 9' Miami Shores Village vy s- 17-9 APPROVED BY DATE ZONING DEPT WITH ALL RULES AND REGlJIATIoNS • _ cdoid---.' FEDERAL BLDG DEPT SUBJECT TO COMPLIANCE STATE AND COUNTY 33 • • • • • • •.• • ••• • • • • • • • • • • •• • •. • • • • •. • • • • • • • • • ••• • • ••• • • •••. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• •• • • • • • • • ••• • • ▪ • •• •• i 0 0 0 1 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR - COMMERCIAL SIZES FLORIDA BUILD DADE CO., FLORIDA THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 0 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. BUILDING PRODUCTS A Gri Company NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) k MEAN ROOF HEIGHT MEAN ROOF HEIGHT 23' UP TO 15' 16' 25' 17' NING SIZE 18' +38.3, 19' +38.7, 20' +39.0, +38.6, 21' +38.0, -47.7 NING SIZE 8'x7' 0'-F 5.6, 744.D+36.0, +38.3, -45.2 +36.4, -45.7 +36.8, -46.3' +37.3, -46.8 +37.7, -47.3' 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 9'x7' +35.3 -44.1 +35.7 -44.6 +36.1 -45.1 +36.5 -45.6 +36.9 -46.1 +37.4 -46.7 +37.7, -47.1 9'x8' +34.9, -43.4 -41.1 +35.3, +34.2, -43.9 -41.6 +35.8, +34.6, -44.4 -42.0 +36.2, +35.0, -44.9 -42.5 +36.6, +35.4, -45.4 -43.0 +37.0, +35.8, -45.9 -43.5 +37.3, +36.1, -46.3 -43.9 16'x7' +33.8, ED a O 16'x8' +33.4, -40.4 -40.5 +33.8, +33.9, -40.9 -40.9 +34.2, +34.3, -41.3 -41.4 +34.6, +34.7, -41.8 -41.9 +35.0, +35.0, -42.3 -42.4 +35.4, +35.4, -42.8 -42.8 +35.7, +35.8, -43.1 -43.2 18'x7' +33.5, 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, .. I • DEAL, AND HOLMES. Scott Hamilton, P.E. - 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] • •• ••• •• • sidnetGre ••• • • • • ••• • • • • • • • • • • •• •. • • 0-1'0 HA4fk 'NG 3 •1 *w No 632W .,« • -° • "v : STATE OF • • . _ • •. • • • . • �r� ,PiTl�� ;F� 4/27/'Zb12 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• MEAN ROOF HEIGHT 22' 23' 24' 25' NING SIZE 8'x7` +38.3, -48.2 +38.7, -48.6 +39.0, +38.6, -49.0 -48.2 +39.4, +39.0, -49.4 -48.6 8'x8' +38.0, -47.4 +38.3, -47.8 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, +37.0, -47.6 -45.0 +38.6, +37.4, -48.0 -45.4 16`x7' +36.4, -44.3 +36.7, -44.6 w o 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7 -44.3 +37.0, +37.0, -44.7 -44.7 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 18'x8' +35.7, -42.9_ +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, .. I • DEAL, AND HOLMES. Scott Hamilton, P.E. - 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] • •• ••• •• • sidnetGre ••• • • • • ••• • • • • • • • • • • •• •. • • 0-1'0 HA4fk 'NG 3 •1 *w No 632W .,« • -° • "v : STATE OF • • . _ • •. • • • . • �r� ,PiTl�� ;F� 4/27/'Zb12 • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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 faits 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. PERA reserves the right to revokethis acceptance, if it is determined by Miami -Dade County Product Control Section 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: Steel Pan Sectional Garage Door up to 9' -0" Wide with Impact Lites APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites", dated 10/23/2006, with last revision dated 12/15/2011, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 test 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 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 test 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 30,600 psi or more shall be used to make door panels under this NOA. 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 proyitlbd'te,hh urriby•thi mat u1 cturer or its distributors and shall be available for inspection at the job site at the request of tio,By H¢inn (fft J . • This NOA renews NOA # 074120.06 and consists of this Ogg j hntl.�t+ide spate F-;*, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.mlamidade aov /peral ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •. • • • NOA No 12- 0105.01 • • • • • pitanon Date: February 21, 2017 g,,0ii- Approval Date: March 1, 2012 Page 1 • • • - ••• • • • • • • • • • •. •• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• • •• Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated 10/23/2006, with last revision dated 12/15/2011, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 06- 1107.02" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07, dated 11/05/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 06-1107.02" 2. Test report on Accelerated Weathering Using Xenon Are Light Apparatus, per ASTM 0 155, Test Report No. HETI- 06 -A002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/2006, signed and sealed by Rafael E. Droz-Seda, F.E. 3. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No. HETI- 06 -T566 and HETI- 06 -T634, prepared by Hurricane Engineering and Testing, Inc., dated 07/14/2006 and 11/08/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report on Self-Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06 - 1024 - 17496.0, dated 05/26/2006, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 06- 1107.02" 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/2006, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. BETI- 06 -T596, T597 and T598, dated 08/24/2006, signed by Rafael E. Droz -Seda, P.E. 2. Salt Spray Exposure Test Report No. 30160 -04- 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. F. STATEMENTS 1. Statement letter of code conformance with 2007 and 2010 FBC, issued by Clopay Building Products Company, dated 02/17/2012, signed and sealed.by Scott Hamilton, P.E. 2. Statement letter of no financial interet tssua ley Clopay $ilditi Products Company, dated 01/04/2012, signed and sealed by Scott i-Iarn:�Itgn,P �E. :: • • • . •• ••• •• • • • •• 02/23/012 Carlos M. Utrera, P.E. •' • ••• .' • • •• • • •. •'. Product Control Examiner • • • • • • • • • • • • • NOA No 12- 0105.01 • • • • • • • • • • • Aipitsilon Date: February 21, 2017 Approval Date: March 1, 2012 E -1 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• ••• • • • •• •• ••• • • • ••• • • 4 j CLOPAY . MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMRR MODEL E: 48, 488 m c END STILES ATTACHED TO 0004 SKI/ Ym * PATENTED 100- L -*.CC SYSTEM. END 510(10 HAVE (2) 100 4.-L00 CLINCHES AT TOP AND (2) AT 0011011. 9.ONO THE FRONT FACET • 21 SECTIONS NINE (5) 100 -4:-LOC CLM41H45 • I$ swims HAVE 4 004 -L -LOC CLINCHES. (1) somas= 81,E SEMEN EACH 0n1088, ATTACHED WITH 100 -1.-L44 (0) IS TOP & e00701*) URETHANE ADHESIVE (MONO CENTER). �Iir�lllr�ll,��,Ifrl�!� SKS IWt. DOOR WIDNN - 0'-0' INSIDE ELEVATION 01E MOP MPACF.RC49TNH 0A2110 41 .MBE TOP SECTION EIDIMPO 0401 RR NCKh,O- TN[_TOP SECTOR 1Wl. SIAM Sae • 1e-1 11'. OIAMC 9 MRC•ON dE L01MN SUOIW2L 014 AMMO, CO PLASRC 04 ACCORDANCE WIM SEE 43=700 .FOR A SENTI.r CEDAR SEE INTERATED. /MACE SEE END HAM DETAIL. LOCK AMMON 01001 SIDITS). SEE LAYOUT OF EACH LOCK FCR DENA . usvuttr AN. ,SECTION 9 -8 OES.:a. �^' -- BAD TNC ROM 0.180 TRACK CONFIGURATION 00400 4 4 I RU4 WRM. • IMMO CS LOON suaust atom RUM RR ann. P$Ttria)EA1S 1k0*E 1101* LTA 114% PAIL HEAD 24 00. 040239` MM. THICK) DOS STEEL EATER= 981* *411* 0-40 ISPLWROZPAO. 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TIN ;T T IAETAMM,TLLLilt 37IT'I AFTUTI ,TrAlF 77101 17/111 T','1EA'•i VO;,. 4,2.!w ax... + ltioF ratkv RaeIIllEPiticL reznyF Jl+`3i•rira,4 ib murc.x7.73• • - Wor SWAT WEru lia% %%fr. SITACR R* 0 x6584 b WEATla SIRN 6K T 18.4 CNi0QR SP ( ) 8*&YIS B )N ,8' 3 Cl®pay Building Products Company TOLERANCES Lulus stow Oth4PHA4 .000 0000 'uoPAr §(I1L311d0 e*0 urns 8585 DUKE BLVD. MASON, OHIO 45040 1817) 770 -4500 2 5.03 5.016 31 c 4- B ON 'CENTER OST*NCE. i' g A )14. ene4 DESIGN LOADS: +48.0 PSF & -54.0 PSF. SCALZ- NOTED DATE' .10/23/06 ORANN PAGE, 1 04 1 NAL 512E 8'0"1 4 16'011 =OPT! CHECKER Br. SH B SINGLE CAR W8 PAN DOOR WITH IMPACT RESISTANT UTES DRAWING 103547 MD