Loading...
WS-12-2394Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183174 Permit Number: WS -12 -12 -2394 Scheduled Inspection Date: February 06, 2013 Inspector: Rodriguez, Jorge Owner: HARRINGTON, WILLIAM Job Address: 1229 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (786)556 -6406 Parcel Number 1132050090390 Phone: (954)942 -8550 Building Department Comments REPLACE EXISTING GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 05, 2013 For Inspections please call: (305)762 -4949 Page 7 of 22 Miami Shores Village 0�uilding 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 BUILDING PERMIT APPLICATION FBC 20 Permit Ty • BUILDING ROOFING G� / OWNER: Name (Fee Simple Titleholder): JIU.14M `4 i) e (`-1 N6°- Phone #: 786 'S - 6 gc)6 Address: [ :)...)29 Sr- City: M 1 >■ M ( State: PL., Zip: 3 3 / 3 Tenant/Lessee Name: Phone #: Email: Permit No. Master Permit JOB ADDRESS: 1 I N E 9 1 S7 City: Miami Shores County: Miami Dade Folio /Parcel #: 1 I - 0. -d 0 0 - 0 3 9 0 Is the Building Historically Designated: Yes Zip: "3-3 3 NO Flood Zone: CONTRACTOR: Company Name: f a-f Lo V 1 -5 5 qer-i 1c_Phone #9 -c1(/), 'a - ) Address: f S 5 66 r— r City: Vi) 1-4 �A 1 6 DC-44 State: + C Zip: 3 3 x 6 0 Qualifier Name: 1) e 1.--4•..)1.--5 O H Pc. iJ L Lt t Phone #: C/,5 - c{ a. S 5-57) State Certification or Registration #: C 6C 0 3 3 (3 7 Certificate of Competency #: Contact Phone #: ?5 ( - c/ a 5T5 ) Email Address: T In a. i (i`e 66t s: 6a j°'Y� DESIGNER: Architect/Engineer: tis ). Phone #: Value of Work for this Permit: $ lU 0t7 � Square inear Footage of Work: 56 Type of Work: Addition ❑Alteration New LCiRep Description of Work: E LC. ACE ( Xisr/ #} a &"x 04 A, (1 DOOR_ ❑Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ i ``-'. (y Permit Fee $ ,/,. �t ;. ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training /Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 74' Coe riling Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address yv 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 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 such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ��' 0 er or Agent The foregoing instrument was acknowled ed before me this VA- day of , 201 n a, by Get itt 1 ILAPI � f44 (?t? 10 S who is ersonally know to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissio xpires: * * * * * * * * * * * * * * * * * * * ** APPROVED BY ♦ 0, {iYPV�i o '� MARY C. SHEA 1 Notary Public - State of Florida « 4; My Comm. Expires Sep 25, 2015 Commission # EE 101231 (Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Signature Contractor The foregoing instrument was acknowledged before me this 1:4-6.(c �tiay of DEC_ 20r, by DC �i i7v i5 �a 1�1 who i rson 1 1°'zi to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: - My Commission xpir * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review MA AY C. SHEA,. `6lyotr Pubc fvf far ubtic - State of Flori SAO � mro PExpires Sep; S, 21 * ** i ma erx * 101231 Zoning Clerk ® ACORD CERTIFICATE OF LIABILITY INSURANCE ‘....../ DATE(MM/DDIYYYY) 02/29/2012 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 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(ies) 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 Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 CONTACT NAME: PHONE FAX IA/C, No, Ext): 866 481 -9363 (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:CastlePoint National Insurance 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 Insurance Company of New York 44300 INSURER C : INSURER D : $ INSURER E : $ INSURER F : $ ES ERTIFICATE NUMBER:LRA -1382 REVISION NUMBER: 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 ADM INSR SUER' WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ GE — 'L AGGREGATE LIMIT APPLIES PER; POLICY n E° n LOC $ AUTOMOBILE _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) ___$_— $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WSLTHPE00039501 WSLTHPE00039601 03/01/2012 03/01/2013 X wC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ $ $ $ $ DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) 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) Village of Miami Shores 10050 NE 2nd Aver` Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE s ` 1 ACORD 25 (2010/05) Page 1 of 1 © 1988 -2010 AGURD GVKYUI AI IUPI. Au rlgnrs reserves. The ACORD name and logo are registered marks of ACORD 43699 A , CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DD/YYYY) 6/26/2012 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(ies) 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 Far 9 o Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431 -8509 CONTACT Cindi Hankins NAME: PHONE 561- 226 -6154 FAX lac. No. Ext) (A/C, No): E-MAIL cindi.hankins wellsfar o.com SS: � g ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Twin City Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER B : 21 UUNJT2113 INSURER C : 6/30/2013 INSURER D : $ 1,000,000 INSURER E : $ 300,000 INSURER F : COVERAGES CERTIFICATE NUMBER: 4527301 REVISION NUMBER: See below 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 ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM /DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 21 UUNJT2113 6/30/2012 6/30/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE O RENTED PREMISES (Ea occurrence) $ 300,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 X $ODeductible PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE —1 POLICY X LIMIT APPLIES JEC MT- PER: LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS ~ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if 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) FICATE HOLD CANCELLATION VILLAGE OF MIAMI SHORES ATTN: BLDG &ZONING DEPT. 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9 1—. / The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 • ROMANELLI , DENNIS M ALLIED DOORS SOUTH FLORIDA INC 151 SW 5TH CT POMPANO BEACH FL 33060-7909 CongratUlationsi With this license you become one of the nearly one million Floridiansticensed by the Department of Business and Professional Regulation Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy stroll g Every day we work to improve the way we do business M order to serve you better. For information about our services, please log onto vvww.mIdlaridalicense corn - There you oan find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's Initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. • csit'i.iPtigr) unetor the Arovisions Ch.489 FEi , Thank you for doing business in Florida, and congratulations on your new license. p120131.(?3,4338 (850) 487-1395 13 1270052'9'6 ACTOR 4DA .11■T'C THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK"' PATENTED PAPER • tUff X4120731018313 DATE BATCH NUMBER DIS LA*AaREQUIRED13 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft, Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1,2012 THROUGH SEPTEMBER 30, 2013 Receipt #:180-158861 DBA: Name: DOORS SOUTH FL INC GCEMONTERIIA) CONTRACTOR N business ame: Business Type: Owner Name: DENNIS M ROMANELLI BusinessLocaton:151 SW 5 CT POMPANO BEACH Business Phone: 942-8551 Rooms Seats Employees 10 Business Opened:10 / ol/1993 State/County/CertiReg:csco 33137 Exemption Code: Machines Professionals Number of Machines: For Vending Business Only Vendin Type: (BUILD Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27 . o 0 0.00 0.00 0.00 0.00 27 . o o 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 Stof 5 CT POMPANO BEACH, FL 33060 1 Receipt #05A-11-0001100 Paid 08/15/2012 27.00 2012 - 2013 ril=no‘elleA-etrem e.orN■it sek.t-rea, 1. .4,!.#. A 1 , rem le4146,er...... CP, C• .1r. A. %I reilm...%r1111"11" . - DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) (Ail'1.1PNcE WITH ALL FEDERAL BOARD AND CODE ADMINISTRATION DIVISION �I LE J AND REU J yA r C his NOTICE OF ACCEPTANCE (NO-A;) 0/? CiiVIIAMII -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 3I5 -2599 www.miamidade.gov/pera/ Amarr Garage Doors. 165 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 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 AH3 (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. PERA reserves the right to revoke this 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: Model 950 Heritage & 655 Oak S it 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing Summit, (24 GA) 1000, 2000, Short, Long, u 03/14/2003, with revision B dated 10/13/2011, prepare Tomas L. Shelmerdine, P.E., bearing the Miami -Dad Notice of Acceptance number and expiration date by MISSILE IMPACT RATING: Large and Small LABELING: A permanent label with the manufactu go, 3 : `1 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure ra ing, i cate 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. 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 NOA # 09- 0604.03 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. eritage & Model 655 Oak eets I through 3 of 3, dated ors, signed and sealed by evision stamp with the roduct Control Section. MIAMI DADE COUNTY APPROVED fi NOA No 12- 0228.1? Expiration Date: September 4, 2 13 Approval Date: May 3, 2012 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. 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 # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 08-0718.01" 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 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 # 03-0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 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 04/18/2012, signed and sealed by Tomas L. S r lmerdine, P.E. -41"11.‘&210°14 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 E -1 13 GA GALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED V /(4) 1/4' x 5/8' HEX HEAD SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED W/ (2> 1/4' x 1 /0' BOLT L NUT PER BRACKET 3 5/8. 2208. R -TRUSS ATTACHED W/ (2) 1/4' x 5/8' HEX HEAD SCREWS Al EACH CENTER STILE 2' 10 BALL STEEL 5' STEM ROLLER TYPICAL TOP FIXTURES N.T.S. _ SEE (TABLE 2> ON PAGE 2 FOR TYPICAL DURASAFE CENTER HINGE RECOMMENDED SECTION CONFIGURATION A N.T.S 14GA.'DURASAFE CENTER HINGE ATTACHED 9/ (4) 1/4' x 5/8' HEX HEAD SCREWS D THOUGH H (SOP) STILE LOCATION ADJUSTABLE SLIDE BRACKET ATTACHED W /(2) 1/4 -20 x 5/8' TRACK BOLTS AND NUT 14 GA DURA1A66 AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/8' 22GA R -TRUSS V /(2) 1/4 X 5/0 HEX HEAD SCREW 3 5/8' 22GA. 0 -TRUSS ATTACHED 9/ (4) 1/4' x 5/8' HEX HEAD SCREWS I /4' 3 3 1 SIDEMEN /4' 003 MN SEE TABLE 4 ON PAGE 3 FOR STILE PLACEMENT 9 0' MAX INSIDE ELEVATION N.T.S. 14 GA DURASAFE END HINGE ATTACHED V/ (2) 1/4' x 5/0' HEX HEAD SCREWS 1,* li..u. 4GA. DURASAFE ROLLER CARRIERS ATTACHED TO END STILE W/ (3) 1/4' x S /B' HEX HEAD SCREWS PER CARRIER SEE TABLE 1 ON PAGE 2 FOR STRUT SPACING 2. 10 BALL STEEL 9' LONG STEM ROLLER 0' THICK 24 OA. MIN 50760(OR SION •/BAKED ON POLYESTER FlNISH STILE STIFFENERS (3) LOCATED IN HINGE IDLE(S) ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT OF STRUT IS REOIURED) TYPICAL STILE STIFFENER/ \ N.T.S. SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8' MIN ENGAGEMENT (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH 9/(2) 1/4' x 3/4'44E0 HEAD SCREWS TYPICAL DURASAFE END HINGE N.T.S. SHOP MOULDING 20 GA. GAL /. STEEL ERB STILE W F1EXI8LE SEAL ATTACHED WITH (7) TOG -L -LO (SUPPLIED BY INSTALLER) ATTACHED DEERS SKIN AND (2) (3) 20 GA CENTER STILES TOG -L -LOC AT THE TOP AND ATTACHED WITH (2) BOTTOM RA1L TOG -L -LOC AT THE TOP AND \ (1) 7/16' DIA. BOTTOM RAIL AND ADHESIVE 0011 RETAINER TO INTERIOR FACE PER ROLLER 1 OPTIONAL VENT DETAILi 5/16' x 1 5/8' LAG 2. 200A. STRUT SCREW (1) PER ATTACHED 9/ JAMB BRACKET (2) 1/4' X 5/8' HEX HEAD SCREWS AT END AND CENTER STILES (1) 1/4-20 x 5/8'TRACK SPLICE BOLT AND MIT PER JAMB BRACKET 5/814 X 22 GA (3 2' GAL/. STEEL TRACK 5/8' R- TRUSS) TRACK THICKNESS .083' CONT. VERTICAL JAMB 212 TRACK MOUNTIN(; DFTAII sw oR DIE (N0. 2 OR BETTER) 9.1.5. 3 GA. FLAG BRACKET ATTACHED TO WOOD AM V/ B3) 5/16 DIA. X 1 -5/8' LAG BOLTS AND TO 3 W COMMERCIAL TRACK W/ (4) 1/4'- 20x5/8 TRACK SPLICE TOP FIXTURE ATTACHED W/ BOLTS AND NUTS (O 1/4' x 5/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED ri)S . - W /(2) 1/4' x 1/2' BOLT AND NUTS 111 D II HROUGID N Y� C B II R -TRUSS PER SECTION 14 GA. WAGE (SPLICE) A 3 5 /8'H X 22 GA. (3 5/8' R-TRUSS) GALV, STEEL R-TRUSS ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS AT EACH END ST116 AND (2) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER STILE 0) STRUT AT BOTTOM PANEL CONT. STEEL RETAINER 9/ BOTTOM SEAL SECTION A —A (SIDE VIEW) N.T.S. LARGE MISSLE IMPACT RESISTA \T SPLICE TRACKS AT TM5 LOCATION SECURE 1104 JA B�T,0104 (1) 5/18801.15 IA. x 1 5/8' LAO BOLTS (1) 5/10' DIA. x 1 -5/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. DALV. STEEL JAMB BRACKETS ATTACHED W/ (1) I/4' -20 TRACK SPLICE T & NUT EE ( TABLE 3) ON PAGE 2 FOR JANE BRACKET SPACING TRACK CONFIOU0ARGN FOR 0'6' UP TO 14'.'. TALL DOORS. 2' 10 BALL STEEL 5' STEN ROLLER BOTTOM BRACKET 13 GA ATTACHED 9/(3) 1/4' X 5/8' HEX HEAD SCREWS TYPICAL BOTTOM BRACKET() N.T.S. PHODUc..Ar.&�EY198D as 6aepy'wi vie Os PIAIOB io9Ce 8.800 • IZ AeDGPtlllea Ass/ HAAP101I OF EMS SALE BT A NHM4HN W 2x7 FHC 1/0110252 PG3 AITED OB -11-OB HOSED 1DFBC2110 10/13/0 200E MAX Z 9'x SI14E DESIGN LOADS +51.1 PSF -60.3 PSF LARGE MISSLE IMPACT RESISTANCE 165 CARRIAGE COURT VINST3N- SALEN, N.C. 27105 VVW MODEL 960 HERITAGE (24 GA) 1000. 2000 MODEL 655 00% SUMMIT (24 GA) 1000, 2000 SHORT, LONG, FLUSH, AND OAK SUMMIT PANELS 998 B RBH BT OW 0815 03/14/03 00110 BT ME 141E 03/14103 D011010 RAW IRC- 9509 - 180 -21 DIME DIOIAS L 9EWFASNE PR TIC. Na 0010)10 9EET I OF 3 TABLE 1 DOOR HEIGHT PKTI 7' 8' 9' 10' STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) A B D ©00 ® ® --- ® ® MUM AIT EELS liEil PRA moofd LEH NI F ira 1 EW Mil nil D 16" 58" 16" 34" 70" 49" 16" 67" 85" TOP T 76 1/2" 88 1/2" 100 1/2" 58" 11' 16" 34" 12' 13' 16" 76" 94" 112 1/2" 70" 58 16" 79" 88" 106" PAM 100" 118" 124 1/2" ran 3 oR1 136 1/2" 14' TABLE 3 DOOR HEIGHT 16" TABLE 2 DOOR HEIGHT 13' 6" 12' 6" 11' 6" SECTION HEIGHTS Btm mm #4 UN #6 m ;VA 12:4:1al Kati -)1R-fli-i1V,I410P34fillA EN®® ®MI 18" 18" EGA — l 1 1 - 1 8 " 18" 18" 18" 18" 18" MIEN ®®MIEN 71 MN 05Jk M. EN ® EEO Oil 18 'WI FM E11411 Lin #8 18" 18" 18" 10' 6" •9'6" 18" 18" 18" 8' 6" 7' 6" 6' 6" TRACK ATTACHMENT F G 18" 18" 18" 18" 18" 1 8" 18" SPLICE S J RE 2 ------- Arfillitzast 78" - - - - -- NIESZEttlEA IKETigeritiL - - -- INZEIXTZL )" 110" --- IESAL ®-- - 14" 14 "® 14 "® 14' 3" 14" 27" 38" 46" 56" 68" 160" ALL TRACK ATTACHMENT SPACING 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY 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. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R —TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. 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 LAB SELECTED AND PAID 81' THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS 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" �— DESIGN LOADS +230.0 LBS/FT —271.4 LBS /FT SEE NOTE 2 REV &SWIM OF MGM GATE 8Y A RRM IM 4 P3 TTIA IBC 'EEL M6 &F03 EDD 06 -11-08 s6* 8 U1N1ID1MC21O 10/13/11 D1c MAX SIZE 9' ,,14' DESIGN LOADS +51.1 PSF —60.3 PSF LARGE MISSLE IMPACT RESISTANCE ...N.A.. ,, 0 E 1'r° F • ;O . — ,'-; Mc, ∎3048579 ' W{Y u'* EOF lilt °off °� <O %O.,.."(1> I.../4114S • r%%%%%%%%%%%%%%%%% ... �.e arr_ 165 CARRIAGE COURT W1NS10N- SALES. RC. 27105 WY.NIARRLON MODEL 950 HERITAGE (24 GA) 1000, 2000 MODEL 855 OAK SUMMIT (24 GA) 1000, 8000 SHORT, LONG, FLUSH, AND OAK SUMMIT PANELS 517E DRAM BY NJ DALE 01/12/03 ORAMEG OBER B NICKED BY ME DAIS 03/14/93 IRC -9509- 180 -21 DIRHR MIAS L 9kIAIINE PE It Na 0318578 96E1 1 CF 3 HILT] )(VIE BOLT 3/8' X 4' STARTING 6 FROM ENDS HILTI SLEEVE ANCHOR 3/8' X 2-3/ 4' `$T48TEI8G`8' ITW /RAMSET.. REDHEAD (TRU -BOLT) 3 /8Y,0Xr 4' STARTINL 8 8 WR:TTDAL r ATTACI MENT TO'MO LOH 0+ SINPSEX I/4 9` ss• SCREYIS STAMATING 6'F`64 D4 (3"• PARTY' AT 8.. HI T> 1/4 I] 2-3/4' K RC, STAR"( rADTENER$ (3 APART> AT • 8' SLC. (T (✓A` DENT) (DR, USE' RPREPA;1[R•I AS'Ii•t✓E F3R9 }JC:LOV.'. 3' NI! PRODUCT HEADED r complying with tes Florae Building Code AeeepwIeeNe /24! E REV OESC8TK1100 105016 011E BY A /DRA W]04007M MD1 B86 &EG3MEED 06-11 -00 SAT 0 U011ED W IBC 3110 10/11/11 OH MAX SIZE \\ \\III1111A, BW 9.14' ao \a�� . SfiF(�F i °�� DESIGN LOADS +e$O0P.' E N +51.1 PSF -60.3 PSF 7 • X11: �' :41,01 1150/viii. ALARGE NIBBLE I ✓e.�• , RESISTANCE °OOy l�1 IT 165 CARRIAGE COURT VIN1TOX- 5ALER, NC. 27105 VVVANARRLOR. MODEL 980 HERITAGE (24 GA) 1000. 2000 MODEL 858 OAB SUMMIT (24 GA) 1000. 2000 SHORT, LONG, FLUSH, AND OAK SUMYTT PANES SZE DRAM BY CW O8E 03/14/03 DRAW HEBER B GEC1EDBY M BAN o3/H /03 IRC- 9509 - 180 -21 0040ER: 1110486 L 9FWERORE EC UC. 86 0040579 SHEET 3 if 3 t - t:1/4 Jk©r eS 33( 12..t I i WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Do_or� Doo Height Mean f Height Design Pressure o �yyp� 8 7 35.6 -44.7 i 9 7 ..� 16 7 15 33.8 -41.0 18 7 33.5 -40.4 8 7 36.1 -45.3 9 7 35.7 -44.6 16 7 16 34.2 -41.6 18 7 33.9 -41.0 8 7 36.5 -45.9 9 7 36.2 -45.2 16 7 17 34.7 -42.1 18 7 34.3 -41.5 8 7 37.0 -46.4 9 7 36.6 -45.8 16 7 18 35.1 -42.7 18 7 34.8 -42.0 8 7 37.4 -46.9 9 7 37.1 -46.3 16 7 19 35.5 -43.1 18 7 35.2 -42.5 8 7 37.8 -47.4 9 7 37.5 -46.8 16 7 20 35.9 -43.6 18 7 35.5 -43.0 8 7 38.2 -47.9 9 7 37.8 -47.3 16 7 21 36.2 -44.1 18 7 35.9 -43.4 8 7 38.6 -48.4 9 7 38.2 -47.7 16 7 22 36.6 -44.5 18 7 36.3 -43.8 8 7 38.9 -48.9 9 7 38.6 -48.2 16 7 23 36.9 -44.9 18 7 36.6 -44.2 8 7 39.3 -49.3 9 7 38.9 -48.6 16 7 24 37.3 -45.3 18 7 36.9 -44.6 8 7 39.6 -49.7 9 7 39.3 -49.0 16 7 25 37.6 -45.7 18 7 37.3 -45.0 Notes: rr GARAGE DOORS EXPOSURE C Door Width 9 9 16 Door Height 8 8 8 18 8 Mean Roof Height 15 Design Pressure Positive 35.2 Negative - 44.0 34.9 -43.4 33.4 -40.4 :POSURE D Door Width Door Height Mean Roof. Height Design Pressure Positive Negative 9 6 33.1 -39.7 8 9 16 18 8 8 8 8 16 35.7 -44.6 8 7 7 7 7 432 -54.2 15 42.8 -53.5 41.0 -49.8 40.6 9.1 '+ 43.7 8 35.4 - 43.9 33.9 -40.9 33.6 -40.3 8 9 16 18 8 8 8 8 17 36.2 - 45.1 35.8 -44.5 34.3 - 41.4 34.0 -40.8 8 9 16 18 8 8 8 8 18 36.6 -45.7 36.3 - 45.0 34.7 -41.9 34.4 - 41.3 8 9 16 18 8 8 8 8 19 37.0 -46.2 36.7 - 45.6 9 43.3 - 54.1 16 41.4 - 50.4 18 41.1 -49.6 7 -55.4 9 7 16 7 17 43.7 -54.6 41.9 -50:9 18 41.5 -50.2 8 9 16 18 7 7 7 7 44.6 - 55:9 1 44:2 -55.2 42.3 41.9 -51.4 -50.7 45.0 -56.5 9 35.1 - 42.4 34.8 - 41.8 8 9 16 18 8 8 8 8 20 37.4 - 46.7 37.1 - 46.1 35.5 - 42.9 352 - 42.2 8 9 16 18 8 8 8 8 21 37.8 - 47.2 37.5 - 46.5 16 18 7 7 7 44.6 -55.7 42.7 -51.9 42.3 -51.1 45.4 -57.0 9 16 45.0 -56.2 43.1 24 18 42.7 5 7 45:8 -57.5 9 7 35.9 -43.3 35.5 - 42.7 8 9 16 18 8 8 8 8 22 38.2 - 47.7 37.8 -47.0 6 8 21 45,4 - 56.7 43.4 -52.8 43.0 -52.0 9 36.2 -43.7 6 7 7 7 46.1 57.9 45.7 -57.1 43.8 -53.3 35.9 -43.1 9 16 18 8 8 8 8 23 38.5 -48.1 38.2 - 47.4 43.4 - 52.5 9 36.6 -44.2 36.2 - 43.5 8 9 16 18 8 8 8 8 24 38.9 - 48.5 38.5 -47.9 36.9 -44.6 16 7 7 7 46.5 -58.4 46.1 -57.6 18 44.1 -53.7 43:7 - 52.9 9 16 36.6 -43.9 8 9 16 18 8 8 8 8 25 39.2 -49.0 18 8 38.9 -48.3 37.2 - 44.9 36.9 - 44.3 6 8 7 7 7 7 7 7 7 46:8" -58:8 46.4 - 58:0 -54,1 44:1 -53.3 47.2 -59.2 25 46:8 -58.4 44.8 -54.4 44.4 -53.6 Door Width 8 9 16 EXPOSURE D Mean Door Roof Height Height Design Pressure Positive 42.7 42.4 40.6 40.2 43.2 42.8 41.0 40.6 Negative -53.4 -52.6 - 49.0 -48.2 .0 -53.2 -49.5 - 48.8 43.7 43.3 41.4 41.1 44.1 43.7 41.9'' 41.5 5 42.3 41.9 44.9. 44.5 42.6 42.2 45.3 43.0 42.6 45.7 45.3 43.3 42.9 46.0 45.6 43.7 43.3 46.4 46.0 44.0 43.6 46.7 46.3 44.3 54.5 -53.8 -50.1 -49.3 -55i -54.3 -50.6 -49.8 -55.6 -54.8 -51.0 -50.3 -56.1 -55.3 -51.5 -50.7 -56.6 -55.8 -51.9 -51.1 57.0 -56.2 51.6.;;; -57.5 56.7 52.8 -52.0 -57.9 1 -53.1 -52.3 -58.3 -53.5 -52.7" 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. 3) Pressires have been calculated based on an enclosed building, any roof slope, Risk Category II, residential application. 1I t e 3 "t 2 QR7 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. w�1041 i S 5) Most garage door openings mill not be located completely in zone 5. Therefore individual C ., lf� 6) For mean roof heights less than 15', use 15' pressures. ® CE A1� i calculations will result in lower pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. . • %' rav N'. ..• e ▪ 0. 165 Carriage Court • Winston-Salem, North Carolina 27105 3 FAT E OF ; :'4¢� Phone (336) 744 -5100 • Fax (336) 744 -5815 i 4 '- °, r r-, .' -zip www.amarr.com ir` C‘..!,1 .ry+0 �R t • ^Y'�f \` ∎•• ,fug 10 B tp r � t,,% ,,,