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WS-14-201Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206569 Scheduled Inspection Date: February 13, 2014 Inspector: Rodriguez, Jorge Owner: MASSIE, EVELYN Job Address: 836 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC suliaing lueparltment comments REPLACE 1 EXISTING GARAGE DOOR Permit Number: WS -2 -14 -201 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number INSPECTOR COMMENTS False 1132060340040 Phone: (954)942 -8550 February 13, 2014 For Inspections please call: (305)762 -4949 Page 13 of 25 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 13, 2014 For Inspections please call: (305)762 -4949 Page 13 of 25 'r Miami Shores Village K 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 -7 i - -f(WA B ILDING Permit No. PERMIT APPLICATION Permit Type: JOB ADDRESS: City: Folio/Parcel #: BUII.DING County: D FEB 0 3 2014 FBC 20 Master Permit No.1 A_).S ) H �20 I, ROOFING Is the Building Historically Designated: Yes NO i Flood Zone: OWNER: Name (Fee Sim le Titleholder): t I � 16— l t', Address: "??36 e- loo S T City: State: Zip: Tenant/Lessee Name: Phone#: Email: 39' CONTRACTOR: Company Name: ALLIED DOORS SO. FL. INC. Phone #: 954-942 -8550 Address: 151 SW 5 CT. City: POMPANO BEACH State: FL Zip: 33060 Qualifier Name: DENNIS ROMANELLI Phone#. 954-942 -8550 State Certification or Registration #: CBC 033 -137 Certificate of Competency #: Contact Phone#: 954-942 -8550 Email Address: nina @allied- doors.com DESIGNER: Architect/Engineer: 1� r /.� Phone #: Value of Work for this Permit: $ 6 /S__ Square/Linear Footage of Work: Type of Work: OAddition Description of Work: REPLACE 63 ONew epair/Replace ODemolition EXISTING q V —7 O/H GARAGE DOOR Color thru tile: e��x��m+ x�xe�ra�a��x�a�������x�+ x�x������x�a�x�x�a�x+ x�x�Fees+ x��x�x�• �x���x���x�x�xo��x�x���x���x�x��x��x� $�x�a�x����x��x�x�x�x� Submittal Fee Permit Fee , CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip 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 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 COMN ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa Signatur �i� O er or Agent Contractor The forego' instrument as acknowledged before me this The foregoin i in`stnrument was acknowledged before me this day of J' Ur!', 20 �by EVa Z Al"S /e— day of V u r ' , 20 '', by DENNIS ROMANELLI ho is personal* known to me or who has produced who is personal* known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: x�1 Print My Commission Expires: APPROVED BY NOTARY PUBLIC: Print: MARY C. SHEA Notary Public - State of Florida My C My Comm. Expires Sep 25, 2015 Commission # EE 101231 l Plans Examiner Notary Public - State of Florida My Comm. Expires Sep 25, 2015 Commission # EE 101231 Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised W10/2009)(Revised 3/15/09) STATE ,CAF FLORIDA DiPARibNT OF BUSINESS AND PROVIISSI-ON&L RAGIVIATION CONS IMUOM " V LIMUST NG BOARD (6150) 81 -4395 19-4 O OR T W 3:399 -0783 ROMME L DENNIS A ALMED :D SOUTH. FLORIDA -INC 15-1 . il �Swfl 5 CT M -33060-7909 PDMP=OL Canara laflansl With,this, fiden as-vou: become one of the nearly one million fg"N d' u Y�' �671 a v artr Regulate, Fairly. We ,a Dep . -nrent-[s.U6anse1F tly, Our Ion atth fficlen A." con d! Y�,rWvo;�to serve ybu be sothotyb4t, ft4 Ole %,V pustornels. The -49 u ON, �y -�D K i r ihp,,,p sin, in"Fiddo,-�An PQngre��# onyo your ^L?" e 6 jjj' & �' ":: '$d:1 J111K WER A, 4, 41, - fP 4 1 , .4TI r wl a v Rtz -A 115 S. Andrews Ave., Rm. A fKl Ft. Lauderdale, FL 33301.1895 - 954 -031 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEiIABER 30,1014 DBA:ALLIED DOORS SOUTH FL INC Receipt��GENERAL 8CONTRACTOR Business Name: Business Type CONTR) Owner Name: DENNIS M R- OMANELLI Business ©penedao /01/1993 Business Location :151 SW 5 CT State1County1Cert/Reg:CBC033137 POMPANO BEACH Exemption Code: Business Phone: 942 -8551 Rooms �. i nl1.4 � tMm Protassion�is : m is THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business Is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ALLIED DOORS SOUTH FL INC 151 SW 5 CT POMPANO BEACH, FL 33060 2013 - Receipt #13B -12- 00011141 Paid 08 /05/2013 27.00 ACS °® CERTIFICATE OF LIABILITY INSURANCE 829/2013m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Commercial Lines - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431 -8509 CONTACT Cind( Hankins PHONE 561- 226 -6154 FAX ; 561 -226 -3581 Ao11AIL : cind).hanldns@wellsfargo.com INSURER(s) AFFORDING COVERAGE NAIC 0 INSURERA: Colony Insurance Company 39993 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER 13: 8/30/2013 INSURER C: EACH OCCURRENCE INSURER D : To DAMAGE R ISES ce INSURER E : MED EXP (Arty are person) 1 INSURER F: !1T -Cl/•. TC \II IARn GM. Y1!1 "11 II IY1 "1 KCYI.1. IUII1 IYllmOGR. 7 uF31uw {iVrGIV�VG�7 v�•�••• •vr•. •.. .•v n.rr... __ _ _ _ - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD SUER POLICY NUMBER POLICY EFF MID POLICY EXP MIDD LIMITS A GENERAL LIABILITY %� COMMERCIAL GENERAL LIABILITY MIAMI SHORES FL 33138 103GL00072600 8/30/2013 8/302014 EACH OCCURRENCE $ 11000,000 To DAMAGE R ISES ce $ 100.000 MED EXP (Arty are person) $ 5,000 CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ 11000,000 $OOeduclible GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,0001000 IN SINGLE LIMfr $ POLICY X PRO- LOC AUTOMOBILE LIABILITY Ea BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per ac ciderd) $ ALL OWNED SCHEDULED AUTOS AUTOS -0 VNED HIRED AUTOS AUTOS PROPERTY DAMAGE $ $ UMBRELLA LU18 OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION WORKERS COMPENSATION I WC STATU O R $ E.L. EACH ACCIDENT $ AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNEWEXECUTNE a E.L. DISEASE - EA EMPLOYEE $ pkndryE EXCLUDED? in NH) N 1 A E.L. DISEASE - POLICY LIMIT $ N dibe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, AddWOnal Remarks Schmlule, H more space is required) If Certificate Holder has requested to be listed as Additional Insured, please refer to attached policy form HG 00 01(06/05) trGKiiriwkirz 7VLYGR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ATTN: BLDG&ZONING DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE AUTHORIZED REPRESENTATIVE MIAMI SHORES FL 33138 w wAefnAe.Tin.i wu .t..�.se .e ...e.1 The ACORD name and logo are registered mars oT AauKu v aoo cv 1 v .,vv.v+ ......r • •..••• --•• • •a•• -- • --_ _ __. ACORD 25 (2010105) CERTIFICATE OF LIABILITY INSURANCE IMMIDON ° ATE ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endofsement(s). PRODUCER 219 East Livingston Street C Orlando, FL 32801 UW-.GT PHONE , 866 81 -9353 F C N.): AED40MRLESS: INSURER(S) AFFORDING COVERAGE NAIL 8 INSURERA:CasUePolnt National Insurer= Company 40134 INSURED Leasing Resources of America, Inc. Labor Contractor for leased workers to. Allied Doors South Florida, Inc. 9280 Bay Plaza Boulevard Suite 715 Tampa, FL 33619 INSURER B :Tower Insurer= Company of Now York 44300 INSURER C : EACH OCCURRENCE INSURER D DAMAGE To D PREMISES ET ccCUrrence INSURER E : INSURER F : 2w.w�c� ACeT1O1PAV= \111 0= tA1010VQCr] K0V1SIum Numorim: VVtGI \I1VGV vr•�• • •v�•r •�v•.•rr.v ••�• - -� -- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE B POLICY NUMBER AMIIDDD EFF POLICY D EfP LIMITS GENERAL LIABILITY 10050 NE 2nd AVG Miami Shores, FL 33138 EACH OCCURRENCE $ DAMAGE To D PREMISES ET ccCUrrence $ COMMERCULL. GENERAL LIABILITY MED EXP (Arty one person) $ CLAIMS -MADE FI OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENIL AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGG $ $ POLICY I I PRO LOC AUTOMOBILE LIABILITY CO accident) LIMIT BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED NON -OWNED ED AUTOS HIRED AUTOS Per Pacddent E $ UMBRELLA LIAB EACH OCCURRENCE $ HOCCUR AGGREGATE $ EXCESS LIAR CLAIMS-MADE DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PAER/EXECUTIVE Y/ N RTN OFFICER/MEMBER EXCLUDED? D yl��ry In N� DESCRid PTI N Ounder OPERATIONS below X we LIMI oTH- $ A B NIA WSLTHPE00040202 WSLTHPEOW39602 03/01/2013 03101/2014 E.L. EACH ACCIDENT $ 1,000,000 E L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ DESCRWnON OF OPERATLONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, t<more space Is regWmcQ Coverage Is Extended to the leased employees of alternate employer in all states except In monopolistic states (ND, OH, WA, WY): Allied Doors South Florida, Inc. #63594 (Effective 3/1/12) �.Grtrlrlwalc nVGU�1c -- — SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORED REPRESENTATIVE 10050 NE 2nd AVG Miami Shores, FL 33138 wwwwww �TIA�1 wll �IrL.Lw M •tea rgsgw 1 VI 1 V Ia V•V r...— a...— .-- -. - - -. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Sir\ r pv o.AZ- A- 13 3,�� 4 6-1,e c45; d r 3 P& S, -/-- -3 5-/ 3 D * WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width 9 Door 7 Mean Roof Design Pressure Positive AI 35. 8 7 35.3 33.5 -44.0 -40.4 -44.0 7 18 8 7 16 36.1 -45.3 9 7 35.7 -44.6 16 7 342 -41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9 9 7 362 -452 16 7 34.7 -421 18 7 34.3 -41.5 8 7 18 37.0 46.4 9 7 36.6 -45.8 16 7 35.1 -42.7 18 7 34.8 -42.0 8 7 19 37.4 -46.9 9 7 37.1 -46.3 16 7 1 35.5 -43.1 18 7 1 352 -42.5 8 7 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -43.6 18 7 35.5 -43.0 8 7 21 382 -47.9 9 7 37.8 -47.3 16 7 362 -44.1 18 7 35.9 -43.4 8 7 22 38.6 -48.4 9 7 382 -47.7 16 7 36.6 -44.5 18 7 36.3 -43.8 8 7 362 38.9 48.9 8 7 38.6 482 16 7 36.9 44.9 18 7 36.6 442 8 7 24 39.3 49.3 9 7 38.9 -48.6 16 7 37.3 -45.3 18 7 36.9 -44.6 8 7 25 39.6 49.7 9 7 39.3 49.0 16 7 37.6 -45.7 18 7 37.3 -45.0 EXPOSURE C Door Width Door Height Mean Roof Flekiht Design Pressure Positive Negative 8 8 15 352 -44.0 8 16 8 8 34.9 -43.4 33A -40.4 18 8 33.1 -39.7 8 8 18 35.7 -14.6 9 8 35A -43.9 16 8 33.9 -40.9 18 8 33.6 -40.3 8 8 17 362 -45.1 9 8 35.8 -44.5 16 8 34.3 -41A 18 8 34.0 -40.8 8 8 18 36.6 -15.7 9 8 36.3 45.0 16 8 34.7 -41.9 18 8 -41.3 8 8 19 -462 8 8 -45.6 16 8 -02.4 18 8 -41.8 8 8 20 -46.7 8 8 -46.1 U35.542-7 16 8 -42.9 18 8 -422 8 8 21 -472 9 8 46.5 16 8 -43.3 18 8 42.7 8 8 22 382 -47.7 9 8 37.8 -47.0 16 8 362 -03.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 382 16 8 36.6 -442 18 8 362 -43.5 8 8 24 38.9 5 9 8 38.5 9 16 8 36.9 r44.6 36.6 9 8 8 25 392 -49.0 9 8 38.9 -48.3 16 8 372 -44.8 18 8 36.9 44.3 LEM GARAGE DOORS Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal (ASD) design pressures shown 4) The d gn have been calculated pressures assurne � based door's width si building, in ttto end zone (zones) of �Cbrti�lding residential application. ®o s ®� . . s 5) Most garage door openings Wll not be located completely in zone 5. Therefore individual ®o calculations wtA result in lower pressures. ®� �' °•• ®� 6) For man roof Freights less than 16, use 15' pressures. ; do n (1046579 d 7) This Table is ordy do be used in co*ffction with Arran Garage Doors.; 165 Carriage Court . Weston- Salem, North Caror m 27105 Phase (336) 744 -5100 ° Fax (336) 744 -5815 e N www.amarr.can D ® .� 9 ® 1 � i cour�� MIAl1II -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) vmvmiamldade.eov/cconomv Amarr Garage Doors 125 Carriage Court Winston - Salem, NC 27105 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 RER- 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 fails to perform in the accepted manner, the manufacturer will incur-the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material falls 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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing o. IRC- 9509 -180 -2 , 'led "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, u ummit Panels ", sheets !through 3 of 3, dated 03/14/2003, with revision B dated 10113/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision 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 LABE,LING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, 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 -Dads 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 tined 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 revises and renews NOA !# 12- 0228.12 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. M M �DECOUr�v r �171, No 13- 0503.06 Expiration D5:j0A te: ei�i�4'b'e'� 0;V fZ6)1?' Approval Date: August 8, 2013 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01 -131, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01- 106 -18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01 -13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08- 0718.0X" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08- 0718.0X" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tom L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 13- 0503.06 Expiration Date: September 4, 2018 Approval Date: August 8, 2013 E -1 r EK1E w - OLVESM UT ' STRUT INSIDE ELEVATION ADJUSTABLE SIDE BRACKET X.T.S. 14 ATTACM BOLTS 1/4 � /V 6/B' TRACK wA AND C 3 C97 20 6% BIRASAFE VEl7TS EOUAtS AER CARS ATTACM END STILE V/ CD 1/4• x 3/4• K LEAD SCREWS PER CARRIER Lam sm DROLLER llp SA'N x Be GA T OALV S1FFZ'A7/K1C/ p SA• R-Tam TRACK W�OD33 .OBS' 'ER COT JJ TRACK MOUNTING DETAIL OM R oR K LAG SECTION A -A (SUE MEM WI.S. LARGE MISSLE IMPACT RESISTANT FUAi BRACKET ATTACHED TD VD® SM mA K 1 -SM LAO D.TS AN W 147 1/4120 x SA TRACK SW & NUIS a t -s/3• r 7-S /6 1C7® TO JAUR I-M (TABLE 37 WI PAGE 3 �iSR JARS BRACKET SPACDM TRAM COTbWRATICN FOR S8• UP TO 14' TALL DOCKS o OFIZONORS V eY A ARUMUM SWIMKOLM &FIDADD 4® S Ud®WRB37D fDfl3At In ,e6oes SHE(�°se�� W.S. DESIGN LOADS. LARGE HSSLE f! STAYS QF DKP •'A.� 013 ;9p'•��� c FOB -1 FL *� A`/ AeoKplsre too /0) 9�'X 7 .7,o> 0 mmam um-9m-180 SIMI OF • SDTT➢K �tltET Ia 109 CARR(Alff IN STEII R0.LER � AV4• X 914• Ry MODEL 1 MDDHF. 1 BHOIS, TYPICAL SDTTOFI HRACmn 0 aWigll /0) 9�'X 7 .7,o> 0 mmam um-9m-180 SIMI OF SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 THE VERTICAL TRACK. FROM THE TRACX THE LOAD R TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR 2. EACH VERTICAL JAMBS REW40 MAXIMUM DESIGN LOADS +230.0 LBS /FT & —271.4 LBS 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0219) MN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH S. DOORS UPTO 7.6° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 S /9" R —TRUSS PER SECTION 9. DOORS OVER (4) SECTIONS REFER 70 TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING S7RUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGMTRE0 PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING N ADDITION TO OTHER LOADINGS. 9. THIS APPROVAL REOUNRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUAN OF 2 SPECIMENS SHALL BE CUT FROM E CH COL AND TENSILE TESTED ACCORDING; TO ASTM E-8 BY A DAVE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR, THE MANUFACTlER SHALL MAL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFHWTION THAT THE SPEMM WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COLS WOE YIELD STRENGTH OF 32.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR WE COUNTY UNDER THIS NOTICE OF ACCEPTANCE AVAILABLE 7RACI( CONFIGURATIONS N.T.S. INTERIOR OF GARAGE MAX. WIDTH 9.0' DESIGN LOADS +230.0 LOS/FT SEE N07E 2 —271.4 LOS /FT WOOD JAMB ATTACHMENT TO STRUCTURE AT D• aC. 0 1/B' ENBEMWM X 2-3/4' WW-CGN aF SCREWS STMTNG W FAN 0W- USE PAIRS OF 0' APART) AT 9' M 0 1/4' E4 MMIT) ATTACHMENT M M RUCK mm PE mmm NOUN SLEEVE 31W X 2 -3/4' ST 6' FROM ENDS THEN 22' O.G 0 1/4' EM11=40S) <014 USE FASTENERS FOR NCLLOM C-W ILUMO .LAGS AND BON.TS CAN BE C11UNTFRSUIIlR TO PRUVIBE A FLUSH N[ WDM SURFACE >NREPARATION OF VO M JAM BY OTHERS rt Alis ___i_- -1� rt -7- � 1- .ice;, ��, macm�y�irawiNtt 61e Vk�NiOs lAo/ut1 TABLE I TABLE 2 TABLE 4 DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION HEIGHTS section Center Stile Location Panel Type (Measured from Left Edge) HEIGHT SECTION CONFIGURATION) TOP HEIGHT Win #2 1 #3 1 #4 #5 #6 1 #7 #8 Width 3rd r r) I F t ***w am P On) on) On) A I F I G I H T .1.1 '81 Pon ME 00 let 13! 6" 21" 21" 21" 21" 21" 18" 18" 21" 00100 IRMI r 6 1/2-1 I1W 3r W 7e IW 24.000 48.OW 72.000 77 7�= 0 UNM it" -... - � 4 71.375 00" 12! 6" 1 21 - 1 18" 18" 18" 18" 18" 21" VIO Bead 24.625 4&000 V 51/2' 16" W 52" 70' 881127 =2-j M V.2 LaV I 24.60D 49.000 73.5W 9 5 IMP 13" 31" 1 49' 6r 85" 1001/2', 1 V6" 21" 21 21" 18" 18- 18".21-1 8'2 Bead 1 25.126 49.0DO 72.875 - I 19 51/2- IS- 37-158-176- W 1 112112' 10'6" 210 21 21"121" 21" 21" W14 Long 25.0W 60.0W 7&OW - VA Beed 26.625 60.000 74.376 v, MI.- 8" 34- p III Sim IEr 3,V 57 7(Y' 88" 108" 124 IJT W 21" 18" 18" 18" 18" 21" 9: �e Long 25.500 5 .000 5— !6 Bead 28.125 51.0w 75.875 IZ SIM lir 3r W 7W IOD'118" 1361/2"1 86" 21" 21" 21" 18" 21" —m%swormf li po, tov 26.000 52-CM 7&000 A�Mft. Awl Vi8 Bead 26.W6 W-000 77.376 13! 5 W" 16' 37" 5W 76" 94" 112" 130" �1 7" w 18- ....... ...... Mpg, 160 7 79.600 I t yi`a IV 151/2-116"137-1,W179-110TI'121-1 147' 1 1 110 Bead 27.125 TABLE 3 -t-.M. olt'§T k I�MF 0 1 27.Wo 1 FAW 81 DOOR TRACK ATrACHMENT ISPLICE HEI A. R. 0 177 1, 'M wrt 71 311 IN' 2r' 38r' 49' 56' 6.8" 7611 MM : M11 . t� A lfiRV=1D2)VfKXR0&MXW ox FURPWAN wo 9 W. 14- 2r- 3s- 46". 56" 68" W M" W. Tv n, DESEMI LOM "'togs 9 T IN' 2r' 38" 46' 56"168- 79- W' 1001, +51.1 PSF -60.3 PSF xz .7 NO 194 R-f No 00 7 77 .14 r. V M "M "i'll '440 i54-UMM, k's 57 IWO - - - M A I If+ li v M M LL ILE `1`4 10' 3" 1,V 2T' 38" 46" 56' w 76-1 W. 1w. 11z, LARM MME OVACT 11' 3" IN' 2r' 38!' 46T.W' 68!' 78P 88" 100"110" 124" FL still, IZ 3" 14" 2r' 38" 4W 56" 681' 78" 8811 10011 11 U1 12211 136' 0 0 R�� VMS VVVAW T' IN' 27" 38" 46" 56" 69' 78" W 109'114" 122-113N1 149' iff i� 100% em . ,,0%. � - PAI" MWEL M OAK MJWW (24 1000. 2M SHOW. LONG FnLMUMM AM PANSIS F SKI wMar oul on wiva I M= am 14' 3" IN' 2T' W 40'1 5VI 69' M 88" 100" 11N'122" 13N' 14W, 169- 8 1 W08f AEI UK WA4M IRC-M-I ALL MACK ATTAOWNT SPACNC +/- 2- &LOM VATH SW OR SPF Na 2 OR MMM MY I SHE 3 CF 731w:-2JI