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WS-10-1000A Inspection Number: INSP - 146736 Permit Number: WS -6 -10 -1000 Scheduled Inspection Date: July 07, 2010 Inspector: Bruhn, Norman Owner: HUNTINGTON, ANDREW Job Address: 253 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: ATLANTIC ARMOR INC Building Department Comments REPLACE GARAGE DOOR WITH IMPACT Passed #1 Failed Correction Needed Re- Inspection Fee July 06, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 146273. CREATED AS REINSPECTION FOR INSP- 145863. Rollers require four screws per attachment. NB No Access NB For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060134680 Phone: (954)770 -0726 Page 15 of 26 Project Address Owner information ANDREW HUNTINGTON Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 253 NE 100 Street Miami Shores, FL 1132060134680 Block: Lot: ANDREW HUNTINGTON Address 253 NE 100 ST MIAMI SHORES FL 33138 -2418 Contractor(s) ATLANTIC ARMOR INC Phone Cell Phone (954)770 -0726 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.80 $110.00 $3.00 $2.40 $117.80 Phone Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Scanning: 1 Pay Date Pay Type Invoice # WS-6 -10 -38059 06/09/2010 Check #: 8779 $ 67.80 $ 50.00 06/01/2010 Check #: 8759 $ 50.00 $ 0.00 Amt Paid Amt Due June 09, 2010 Date Expiration: 12/06/2010 Applicant CeII Valuation: Total Sq Feet: $ 2,320.00 0 1 Available Inspections: Inspection Type: 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. June 09, 2010 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Tenant/Lessee Name Master Permit No. Roofing Owner's Name (Fee Simple Titleholder) Alit' ��e,) gem/fired Phone # Owner's � Address !? /1/ " loo a 014 � itesState /C/ zip 3" City Phone # fr Job Address (where the work is being done) 2 6' .3 ",5 fad S' City Miami Shores Village County Miami -Dade Zip S 7 /3 8 FOLIO / PARCEL # 1/ 3 SQ0C ®/3 VE'Bc Is Building Historically Designated YES NO te igaznni Miami Shores Village SUN r [fj19 Building Department BY: fo050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.k UO IOW Contractor's Company Name J. �" ; - 1 Phone Contractor's Address 2.022 / g C,i City /0 At state / Zip 3 3 3 2 q Qualifier Name Zit) .at • PP hone # QSt/ 7_70— D T Z State Certificate or Registratio No. /3 // S'OS / y Certificate of Competency No. Architect/Engineer's Name (if applicable) /U 4- Phone # Value of Work For this Permit $ 2320 64 Type of Work: DAddition Alteration DNew (Repaieplace� D Demolition Describe Work: Square / Linear Footage Of Work: ********* *** ******* * *** *****,x*, * ** * * * ** Fees *** ** ** *** ***** *********** ** ********, *** ** /e/ ) ad CCF$ Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ( � , i Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ CO /CC Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) /v Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i v A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 suc posted notice, the inspection will not be approved and a reinspection fee will be charged Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: Owner or Agent Contractor The foregoing instrument was acknowled ed before me this 7 mg'mstrument was acknowledged before me this ? day of _�,, 20 by , /� gr ,p ' .7-pit) ivy , 20 /d, by who is personally known to me or who has produced . /L-- who is personally l known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ate of Florida o C My Commission DD892037 APPLICATION APPROVED BY: (Revised 07/10/07) e‘Ja.,c, e forego' Signatur Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,698 Lot Size: 11,500 SQ FT Year Built 1950 $25,000/ $104,440 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD Legal PB 10 -70 LOTS 18 8 19 Description: BLK 34 LOT SIZE 100.000 X 115 OR 16603 -1221 12941 OR 16803 -1221 1294 00 Year 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $79,440 $50,000/ $79,311 County $50,000/ $79,440 $50,000/ $79,311 City: $79,440 $79,440 $50,000/ $79,311 School Board: $25,000/ $104,440 $25,000/ $104,311 Folio No.: 11 -3206 013 -4680 Property 53.31111E 100 ST Mailing ANDREW L HUNTINGTON Address: &W CLAUDIA ..rr ri717.1 253 NE 100 ST MIAMI SHORES FL 33138 -2418 WEI 2009 2008 2008 $196,144 lagg IMENTEMIIIIMOI 168,092 Y ..rr ri717.1 $129 440 Miami -Dade My Home My Home riami o, Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: TOOLi OSELEC Aerial Photography - 2009 My Home !Property Information 1 Property Taxes 1 My Nelnhborhood 1 Property Aooralser ligme 1 Using Our Sltq 1 Phone Directory 1 Privacy 1 Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Property Boundary ee e# Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water W4 8 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/28/2010 2009 2008 r172=711 $25,000 $25,000 Miami -Dade My Home My Home riami o, Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: TOOLi OSELEC Aerial Photography - 2009 My Home !Property Information 1 Property Taxes 1 My Nelnhborhood 1 Property Aooralser ligme 1 Using Our Sltq 1 Phone Directory 1 Privacy 1 Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Property Boundary ee e# Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water W4 8 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/28/2010 SALES CONTRACT PROPERTY OWNER: Andrew Huntington PURCHASER /AGENT: (IF NOT PROPERTY OWNER) JOB SITE ADDRESS: 253 NE 100th Street - 7drewcpaAaoLcom Miami Shores, FL 33161 305 - 757 -6613 / , S RI, /3-/s RESIDENCE TELEPHONE BUSINESS 'TELEPHONE OTHER TELEPHONE Supply and Install code approved: . 111)4)-rac` e Amarr 3000 Series raised panel insulated Miami -Dade Approved impact rated Garage door. This door qualifies for the $1,500 tax credit program. (Use existing door opener.) Sand /Beige Color Standard raised panel design Reattach alarm contact. Install new jambs Remove loft storage above door and set aside as needed due to low clearance. Client will reinstall. ****All work done to meet current local buildin PRODUCT TYPE: ■7:4 HURRICANE SHUTTERS Purchaser OPENING SIZES 1. ' ' 9 21. 12 2. 22. 3. 23. 4. 24. 5. 25. 6. 26. 7. 27. 8. 28 9. 29 10. 30 11. 31 12. 32. 13. 33 14. 34 15. 35 16. 36 17. 37. 18. 38 19. 39 20. 40. El IMPACT WINDOWS Seller shall have the right at any time to review contract terms and cancel if such review is not acceptable to its Engineering Review Department. In the event of cancellation by Seller any deposit will be refunded. °BUYER'S RIGHT TO CANCEL' This is a home solidtation sale; if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegrams, or by mall. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep ail or any part of any cash down payment. Executed in two copies, one copy of whic was deliveres4nd receipt is hereby acknowledged by buyer, this day of 4 20 Purchaser_ �- DATE: 05/17/2010 SALES PRICE SALES TAX Permit/Engineering TOTAL CONTRACT DEPOSIT *BALANCE DUE impact Wincbws 2829 R. Ablate C[rde Davi*."1. (964) 770 -0726 LIo,ii!SCC131160614 www.AttanticArmor.com ESTIMATED DELIVERY: 3 -5 Weeks codes. Premises left clean u on com • letion * * ** DOORS [I OTHER COLOR: Sand/ Beige Garage Front Door NOTES: * ** *Terms: 50% deposit; 40% after installation; 10% after inspection. O P aSii f e c o I v 0-7/2.01a ( / Z ) 111 . Ail material is guaranteed to be as specified. All work b be completed in a workmanlike manner according b standard practice Any deviation from above spedflcations involving extra costs will be executed only upon written orders and will become an extra charge over and above this estimate. All agreements are contingent upon strikes, accidents or delays beyond our control. Owner to cany fire, hurricane and other necessary Insurance. Atlantic Amor, Inc. Is not responsible for any damaged or cracked windowsills or special wall treatments (wallpaper, etc.). It is the client's responsibility to remove window blinds, verticals, or other window treatments prior to Installation. No painting or window washing Is Included. We will patch and /or caulk walls during installation, but painting of patched or caulked walls is the client's responsibility. We are not responsible for damage to window coverings, stucco, alarm systems, roof tiles, paln4 drywall, landscaping, or floor coverings including tile. The purchaser or purchaser's agent agrees to take de livery of the product or products when ready. You will be given a minimum of seven (7) days' notice of Installation. If purchaser is not ready for installation, Atlantic Armor, Inc. will arrange for delivery to a warehouse where products can be stored. Purchaser is responsible (or all charges related to product storage, Insurance, and redelivery which will be billed separately. Should products need to be placed in storage, purchaser agrees to pay Atiantl cAmor, Inc. the next due "Upon Delivery" payment at that time. $1,995 N/A $ 325 SALESMAN John Corbett $2,320 $1,170 $950 after installation $200 after inspection • • • • • • • • •• • • • • CUSTOMER ! CUSTOMER NAME: ADDRESS: PRODUCT• MEAN ROOF HEIGHT' 12 BUILDING WIDTH: WINDOW HEIGHT ABOVE GRADE: LENGTH: PEAK ROOF HEIGHT' ■ r . M■ . 1■ ■■_ ■i r • ... ..a r 1■_ _ r■ . ■ r ... r •r T J I I•• r ■ r . 1 ;I TT •.I 7. s r ■ • •4 1 ■ r r III • .. N ■ ■ ■r■ ■ r• . ■ . M 1 � ■ Uzi L ■ r r ■ r ■EM 11U1111 11111u1111 . • - ■r■ ■ r ■ s • ■r .r ■ _ WIMMi -� - m - III -_ __r' A i ZOf o IN affialig: DIP IKIN L Fi •AL _ t illi : In II ■ ■ _._ _ ■ ■ • • • • • • • • •• • • • • CUSTOMER ! CUSTOMER NAME: ADDRESS: PRODUCT• MEAN ROOF HEIGHT' 12 BUILDING WIDTH: WINDOW HEIGHT ABOVE GRADE: LENGTH: PEAK ROOF HEIGHT' Building Height Roof Slope Tess than 10 degrees Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Positive Negative Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 48.6 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 63.6 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 56.7 45.2 49.0 60.3 49.4 53.6 66.2 31-40 65.4 48.1 52.1 64.1 52.5 57.0 70.3 41 -50. • _ •_ • ' 50.4 54.6 67.2 55.0 59.7 73.7 '•i1-60 4.4 :.5g: 69.8 57.2 62.0 76.6 , •LOCATION;" EXAMPLE : BRi]WARD COUNTY, PALM BEACH AND ' OTHER COUNT IES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -1 42.5 46.1 56.7 _46.5 50.4 62.2 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DA E COUNTY • •• • ••• • • • ••• FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES - 140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY • • WIND PRESSURES IN PSF 146 MPH VELOCITY •.. :0ENERA NOTES: • • • • . . • 4 maim vokY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING • • • • f- URRICANN SHUTTER& r NQOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST .... egOPERR.Y SECT TH,F.cnllp N PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE • VERIFIED p3' j - E CITYpUT, ORITIES. • 2 f LLASE, NOI E TT-IAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGRIUURE AND SEAL INrDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category!! Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft Roof Slope (h) MEAN RDDF `5:>) \HEIGHT a <= BWx0.1 ora < = hx0.4 BW less or equal than BL a must not be Tess than a = 3 feet or a= 0.04 xBW WIND PRESSURES IN PSF 150 MPH VELOCITY ENG CO, rnc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.co MAY 2 6 2010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/26/2010 • MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.gov/buildinacode 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) reserv.Gthe right to have this product or material tested for quality assurance purposes. If this product or • • • materialfails to pew in the accepted manner, the manufacturer will incur the expense of such testing • and rlie AATJ mayimribdiately revoke, modify, or suspend the use of such product or material within • their,l'ua isc ctionn BOI$A reserves the right to revoke this acceptance, if it is determined by Miami -Dade • ▪ County Product C,gnt;pl Division that this product or material fails to meet the requirements of the applfdab18 buildite eerie. • Thisgladttct is approved as described herein, and has been designed to comply with the High Velocity • • Hurrid:;tid Zone of PIS Florida Building Code. • DESCRIPTION :.104e11200 /Heritage 3000 Short Panel, Long Panel and Flush Panel. • APPR& S4L DQC , +NI': Drawing No. IRC -1209- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 1200 Herita p 3Utlo Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amarr Garage Doors, signed ancf sealed by Thomas L. Shelmerdine, PE. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the 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. 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 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -1209- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 1200 Heritage 3000 Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: . " '.1. T report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air • • • • Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS • • 203.for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, • • : • %Report # ATLNC 0430.01 -07, dated 06/06/07, signed and sealed by David •'W'Johnson, P.E. • • • • • • • ; I' t report on Evaluation of Painted or Coated Specimens Subject to Corrosive • • '.Euytronments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, • • 'Report # ETC -03 - 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. . • • • 104dan, P.E. • ••.. • • •. • .. • • • • •••• C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 01 -040, dated 06/14/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /14/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/12/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI -07 -T 707, dated 05/30/07, signed and sealed by Candido F. Font, P.E. E.1 &//3 7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• 1 • • • ••• 13 81 GALV. C@BERCIAL TOP RtLLER ATTACHED W(4) 1/44. BRACKET 3/4' HEX HEAD SCREWS PER BRACKET (D 3 0/8' X 22 GA R TRUSS ATTACHED V/ 42) 1/4• X 3/4' 1400 IFAD =REVS PER STILE 9/18' x 1 0/8' LAG SCREW (D PER .IAMB BRACKET 41) 1/4-20 x 5/2'TRAC( SPLICE ELT ABID NUT PER JAIN BRACKET 2 3/4' E N S r- SIDEMEN TYPICAL TI1P FIXTURES N.T.S. 0211X22 GA (3 5/8' R -TRIES E' 10 BALL STEEL ROLLER V/9' STEM AND (1) 7/16' T RETAINER USED FOR THREADED FASTENERS INSIDE ELEVATION N.T.S. W 2-121 X 3-1/2' 1828 BACKER PLATE AT EACH INTERMEDIATE AND END HIKE LDCATEDY TRACK MOUNTING DETAIN NT.S. 3 9/8' MCA R -TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE T TRACK 1HICKNEss OHY TYPICAL DURASAFE CENTER HINGE MTS. / FlDIDM E SIS SUPPIBD BY WSTNIER) *3 I4GA DURASAFE MILLER CARRIER ATTACHED TO R - TRUSS V/ (3) 1/4' x 3/4' HEX HEAD SCREWS COOT. VERTICAL JAM 2X8 UM, PINE (NC 2 OR 8ETER) 140. DURASAFE • • • • • • 24 GA FIN EXTERIOR SKIN R/ 8-40 GALVANIZATION ADD N7/( /W/ (4 • • • • • • • • • • • • • BAKED W POLYESTER FINISH • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • 0.0 GA GALV. STEEL ED STILE 1 AC WITH 42) R6 x 2'10 BALL • ••• • • • • lICASURASAIE ROLLER CARRIER ATTACHED TD R -TRUSS V/ (3) 1/4' x 3/4' H8)1 HEAD SCREWS PER CARRIER 3 9/B' 2088 R -TRIES ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREVS 2• PDGA STRUT ATTACHED V/ (2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILE 8' 10 BALL STFEI. ROLLER 1//9' STEM AND (D RETAINER USED THREADED SHAFTS PER ROLLER N TYPICAL DURASAFE END HINGE Cl) 14 GA =ARAM END HORN ATTACHED ilf/ OD 4482 SCR 1428. 1XHtASAFE RID_LER CARRIERS ATTACHED TO END STILE V/ (4) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER BOTTOM BRA43ET 14 EA ATTACHED W /(3) 1/4• X 3/4' HEX HEAD SCREWS TYPICAL Bu u M UM BRACKET ALTS .,. drm MAg1:693 019 woe Orb i� N: bti.luli:2O1*'v '4 DiAnzaa WOOD JAMB ATTACHMENT TO STRUCTURE SLIDE LOCK ENGAGES INTO VERTICAL TRACK MN BOTH SIRES 9/8' KIN ENOA81401I COFERMEN tD SEBC 3603 -2. (SNAP I.ATOI. OR LOCK BAR IPT)I0*U ATTACH WOO 1/4' x 3/410.2 HEAD SCREWS 0/,e x 3' LAG SCRIMS same a FROM DDS HEN 2e 0A (1 1/4' DEELIID ) HID OR BM Mr X e SUMO a FROM DOS DEN 2e II (2 1/2' O•E•N4) MD MOM 3/3' x 2- 3/4 . 40404110 B' FROM DOS DON 2e u O 1/4' M A (1((( T AD GRU -801.0 3/r X e MVO B' FROM DM DOI 24' 0.0. (2 0 x R wane. ,0.. AnyslowT TO r-20 AlRS( 481M DECO DNT) MCROR 3/8' 2 2-3/4' BLOM if ROO DOS 1221 10' 00. 11 1/e RE/RAY56T DOM 1/e x 23/4' 0GWO K 42321 D81 USE PARS CV 8ASRD$4 (3' /PASO AT 12' 0.0 (1 1/4' D®MD4NG •GDS AM Ban 8O84*ppp48 fOIMA9NR TO POOVOE A RUSH WOMB DOFACE ' A A HO = Mat A BOTTOM BRAcKE8 ATTACHED V / (W 1/4• x t4': HEX HEAD SCSCR V/CWT.BTN SECTION A —A (SIDE VIEW) NTS •8 1034•IE71 OF 180086 MAX B 212M DESIGN LOADS +87.0 PSF — 07.8 PSF LARGE MISSLE IMPACT RESISTANCE 13 GA COPPSRC)AL FIXTURE ATTACHED V/(4) 1/4. x 3/4' HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE BRACKET ATTACHE V /(2) 1/4• x 1/2' HILT AND NUTS TOP SEC1I8N 3 5/814 X 22 GA GALV. STEEL R -1BIS2 ATTACHED IN CENTER OF SECTION V/ 0 1/4' x 3/4' HEX HEAD SCREWS AT EACH MILE, AND (8) 10 BACK SION MIDWAY BETWEEN HINGE AND ENDSTD.E EEC -FREE ExPANDEB YSTYRON INS LATMN 1 LB DENSITY R=S33, Ux017 END HINGE 14 GA 3 9/8 X 22 GA. GALV. 27EE1. R -TRUSS ATTACHED C) PER SECTION V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE. CP) AT TIE HINGE =ATM AND (8) IN HACK `T!&YA'FBETVEEN HOME AND mons • 4D E' 20 GA STRUT.EN DATE 81 1A9 rAPPtor error IINOT0x -BALM Me P7109 1,11.11 AMAPPrmI MODEL 1200 HERITAGE 9000 Short Panel, Long Panel. and Plush Panel 910. DRAW BT BNB WE Wow OHIO BITE B DEOID BT 91 5*k (spew IRC- 1209- 1B9 -21 —I DOOR DBMS L O1422!¢ PE EC BA 21*210 9ED 1 ? 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TABLE 1 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 7HE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +258.5 LETS/FT & -303.8 LEIS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY GASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXIuWOR SKIN ROLLED FORMED, 0 -40 GALVANIZATION W/ BAKED ON POLYESTER FINISH S. 000RS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTION AND (1) 2" 20GA STRUT ON 111E BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REOSIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDI11ON TO OTHER LOADINGS 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM 0330 -02. ASCE 7 -02, AND FLA.. BUILDING CODE PROTOCALS TAS 201, 202, 203 WIND LOAD DESIGN CRITERIA. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL COLS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COL AND TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 11MES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WRIH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COBS WITH YIELD STRENGTH OF 32.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE MAX. WIDTH 9'0" u- i--t1ui DESIGN LOADS +258.5 12S SEE NOTE 2 -303.8 LBS/FT DOOR HEIGHT ra #3 #4 m ® ® ® ®® 18 ® 18" 18" 18" 18" 18" 18" F } TArmq t EidEdilEdi 18" 18" ®® 10 6" ®®®® ® Ead 13' 6 12 6" 11' 6" EMMEN 8' 6" 7 ' 6" 6' 6" SECTION HEIGHTS Btrn 18" 18" 18° 18" 18" 18 18" 18" 18" 18" 18" #6 0 #8 TABLE 2 " • • • • • • LI 7q � C� y-C v / ie 4 • � isi LAG � OS MOM • • • • • gRt "•'•'S4' -� 9• TRACI•SPLIC• • r 11 ... 11 (1) 5/16' 01A. A 1 -B/B' E LAO 68.1 ATT TO JAMB AT EA JAMB 69*Ot0T I •• T•0 /4 20 NUTS TO a 6•. TS • • • " 2/15' 5' ORR :1 -8/6' • • • • • • • • • ••• •• 11 II II II • • • • SEE (TABLE D 09 PAGE 2 FCR JAM BRACKET SPACING TRACK CONFIGURATION FOR O'6' UP TO 14' TAU. 00095 12 GA G.N.V. STEEL JANB A91�M / / 1/4' -20 x 5/6' TRACK SPIKE BOLT 4 NUT DOOR HEIGHT 0 B 1131 D ©© tilliNIMILUI 46" ® ©1111=1111111••=111111= ® 14" ®® 48" 56 88 ® ••���•� ®IELB® 38 " 46 " Sr ®® 88 " IMMIIMMIEN ® 14 [ J gip_ 46" 56 68 X 78 88" 1o0 =mom a lii kOit ig Tyr`_ ;UFF r B E -11: EINWE ® 14 ®® 46 ® ®® ® 100" 110' =NOM ®11511®1151® 58 88 ®U" 100 110 MEIN ®114®1E51® 58 68 ® 88 " 100" 48" ® 68" 78" 88" 100 " End ®115 T 8' 9 10' t 11' 12' 13' 14' TRACK ATTACHMENT SPLICE S 146" 76° 88° 100" 112" 124" 136" 148" 160" CV I OSWPD81 Q USX MAX 52E 9' x 14' DESIGN WARE +57.0 PSF -67.5 PBF WP AC T MIS3E RESISTANCE (T�mi 6s �PlyiaB wtm the .y 1NtrAfl Di1NE By 109 rewr rmml VIN4T1111 6d MCI MWAxwAQflll MODEL 1200 HERITAGE 3000 Short Panel, Long Panel. and Flush Panel 92( MR 6T 8111 OAT 04/6/07 RUN WV 0 D00® BY ss as wavy IRC- 1209 -1 C OMER DQIAS L MODE PE IL BA 060622 907 2 • 2