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WS-11-1189Permit Number: WS -7 -11 -1189 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163117 Inspection Date: January 01, 2999 Inspector: Bruhn, Norman Owner: SEATON, DOUGLAS Job Address: 1201 NE 97 Street Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: ALLIED DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/758 -1145 Parcel Number 1132050090370 Phone: (954)942 -8550 Building Department Comments REPLACE 2 EXISTING 8' 8" X 7' HEAD GARAGE DOORS Pass Inspector Comments CREATED AS REINSPECTION FOR INSP- 161574. /� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 31, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 �.�,rowSll —i18� Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titl eholder): 567/7-0/V/ 7Ocd664-S % �Ac y APhone 0 /1 ° 4499f Address: 0 City: /1/4',/ i Jam, g s State: FG071II0/4 — Zip: 32, ` 3 e Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 120 / / r 7 7 l City: Miami Shores County: Folio/Parcel #: // 3A06--- " 03 7 0 Miami Dade Is the Building Historically Designated: Yes NO zip: 33 Flood Zone: CONTRACTOR: Company Name: 4W e7 D0045 S F-(.44" / A/c-- Phone #: Q 7" % qa` SSE-6 Addres /51 I SGC.% 5-6,7-- -T ,! City: I" ew /9 V 6 C I State: c Zi : 33 O 6. d Qualifier Name: 7 PJUA- L5 RAH A.0.-.) J CL L ( Phone #: / JY -% - 6-675D State Certification or Registration #: C6 C.- 0 3 3 131 Certificate of Competency #: Contact Phone #:�7 /7d --855-0 Email dress: Ca b h I GAT I o a l/ i Pd - d °o rS • C 0 Y L DESIGNER: Architect/Engineer: 'v Phone #: Value of Work for this Permit: $_4530 0 0 quai0 .inear oota e f Work: Type of Work: ❑Addition ❑Alteration New ❑Demolition Description of Work: Or: /°6 ( EX/s7" / Ala '8 X 7 / 0 //71'6---41) (z_146' 17oor Q...., (jy_ • *********W * * ** x****xx** **x ******** Feesxxx*axx******** s** ** * * ** *****xaxxxx**** **** S ubmittal 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 stU- City State Zip Mortgage Lender's Name (if applicable) @4 Mortgage Lender's Address City State Zip Application is hereby made to ob ain 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 ET.F,CTRICAL 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 issue 1 In the absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature y v Owner or Agent. The foregoing instrument was acknowledged before me this 0 12 day of , 2011, by "T X /i- 56%ATOK/ , who is personally known to 9e or who has produced As identification and who did take an oath. NOTA Y PUBLIC: Signature Contractor The foregoi ng instrument was acknowledged before me this 3® // day of w , 20 L, by DE,AJW'S ecMA k1LZc.l who isrsonally known to me or who has produced as identification and who did take an oath. NOTAR iiUBLIC: My Commission Expires: LYDIA M. LAROCCA Notary Public - State of Florida Q� My Comm. Expires Jun 5, 2014 yr ..►��. 0,: COmmissinn 975463 ******** *******x,x,***** ,: .m : *M , ** * ** * * *** * * * * * ** *fix ' ' APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Si Print: driliernOUNtrilrArs,, LYDIA M. LAROCCA Notary Public - State of Florida ?•�: :)•= My Comm Expires Jun 5. 2014 My Commission Zoning Clerk 43699 A�R°! CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 6/20/2011 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 Ileu 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 NAME: PHONE No. Eat): FAX No): EMAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : City Twin Ci Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER B : 21UUNJT2113 INSURER C : 6/30/2012 INSURER D : $ 1,000,000 INSURER E : $ 300,000 INSURER F : COVERAGES CERTIFICATE NUMBER: 2888906 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 M /DDYYY) (M /Y LIMBS A GENERAL X UABIUTY COMMERCIAL GENERAL LIABILITY 21UUNJT2113 6/30/2011 6/30/2012 EACH OCCURRENCE $ 1,000,000 PR S RENTED PREMISES ( (Ea occurrence) $ 300,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GE GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 'L AGGREGATE POLICY X LIMIT APPLIES 78,-- 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' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A ( 1 TORY LI TMITS i 1 OT 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) ELLATION 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 DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. A ('® CERTIFICATE O LIABILITY INSURANCE DATE (MM/DDNYYY) 03/01 . HO LDER THIS BY THE POLICIES AUTHORIZED THIS CERTIFICATE IS ISSUED �R INFORMATION AND CONFERS H CERTIFICATE NO CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), 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 J. Smith Lanier & Company 11330 Lakefield Drive Building 1; Suite 100 Duluth, GA 30097 CONTACT NAME: (A/C. No. Exti: (770)476 -1770 FAX lac, No): (770)476 -3651 E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Zurich- American Insurance Company 16535 INSURED Leasing Resources of America, Inc. Alt. Emp: Allied Doors South Florida, Inc. 9280 Bay Plaza Boulevard Suite 715 Tampa , FL 33619 INSURER B : INSURER c : INSURER D : $ INSURER E : $ INSURER F : JCLAIMS -MADE COVERAGES CERTIFICATE NUMBER: 11FL109811209 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 ADDL INSR SUBR WVD POLICY NUMBER (MMNUYIYYYYY) (MM DDIYYKYY) LIMITS GENERAL LABILITY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ JCLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL& ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES —I POLICY n JE a PER: LOC PRODUCTS - COMP /OP AGG $ $ 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 UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBEEXCLUDEECUTIVE (Mandatory In NH) if yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A WC 48 -65- 795 -01 03/01/2011 03/01/2012 X ITORYTATU- 1 IQER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 Location Coverage Period: 03/01/2011 03/01/2012 Client#: 63594 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Coverage is provided for Allied Doors South Florida, Inc. 151 SW 5th Ct only those employees leased to but not Pompano, FL 33060 subcontractors of: CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2nd Ave 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 DRMi6"... © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD DETCH HERE C,G 053 137 To: RelayFax via port COM3 From: Broward County 11/4/2010 11:58:54 AM (Page 2 of 2) Broward County 11/4/2010 12:00:44 PM PAGE 2/002 Fax Server BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301- 1895 — 954-831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name:ALLIED DOORS SOUTH FL INC Owner Name:DENNIS M ROMANELLI Business Location:151 SW 5 Cr POMPANO BEACH Business Phone:942 -8551 Receipt #:1813- 158861 Business Type:c CONTRACTOR Business Opened:le /01/1993 StatelCounty/Cert/Reg:CBC03 313 7 Exemption Code:NolslExEb1PT Rooms Seats Employees Machines Professionals 10 For Vending Business ONy Number of Machines: Vending Type: (BUILDING Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 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. Meiling Address: DENNIS M ROMANELLI 151 SW 5 COURT POMPANO BEACH, FL 33060 2010 - 2011 Receipt #528 -09- 00008755 Paid 09/16/2010 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301- 1895 — 954- 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:180- 158861 Business Name: ALLIED DOORS SOUTH FL INC Business Type: GENERAL CONTRACTOR (B17ILDINd CONTR) Owner Name. DENNIS M ROMANELLI Business Location:151 SW 5 CT POMPANO BEACH Business Phone: 942 - 8551 Rooms Seats Employees 10 Business Opened:10 /01/1993 StatelCounty /Cert/Reg: CBC033137 Exemption Code:NOPT Machines Professionals Signature For Vending Business Only Vending Type: Tax Amount --- - -- - -- -- ----- Transfer Fee ---- - - -- NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 Receipt 0528 -09- 00008755 Paid 09/16/2010 27.00 BUILDING CODE COMPLIANC PRODUCT CONTROL DIVISIO Miami Shores Village APPROVED BY DATE ZONING DEPT 7,46,/aaMI• BLDG DEPT - 2144j JJII / METRO -I s`OFF`laT.IeL('�C�MPI IANCE WITH ALL FEi ST FLAG I Al l /1 (I C: l; 11 �M 44111E iFGULATIONS r'W37i NOTICE OF ACCEPTANCE (NOA) jut 05201i DADE COUNTY, FLORIDA ►ADE FLAGLER BUILDING LER STREET, SUITE 1603 [AMI, FLORIDA 33130 -1563 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinEcode 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Model 1200 -D WeatherGuard Plus w/ DuraSafe Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawin g SFC -590 -011, eet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/ DuraSafe Short Pa el, Long one and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 performan TERMINATION of this NOA will occur after the expiration date or if the materials, use, and/or manufacture of the product or process. Misuse any product, for sales, advertising or any other purposes shall automatical comply with any section of this NOA shall be cause for termination and rem ADVERTISEMENT: The NOA number preceded by the words Mi by the expiration date may be displayed in advertising literature. If an it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the use distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0425.02 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. or change in ement of . Failure to d followed layed, then MIAMICADE COUNTY APPROVED NOA No. 09 -I Expira on Date: ay 16, 2012 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC -590 -011, Sheet 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel ", dated 06/26/01, last revision D 05/15/09, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 01- 1017.02" 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test for a 9' x 7' sectional steel garage door, prepared by American Test Lab of South Florida, Report # 0709.01 -01, dated 08/23/01, signed and sealed by W. R. Mehner, P.E. and H. Hattem, P.E. 2. Test report on Evaluation of painted panels per ASTM D1654 & B117, prepared by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat, P.E. C. CALCULATIONS "Submitted under NOA # 07- 0425.02" 1. Calculations prepared by Structural Solutions, P.A., dated 04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS "Submitted under NOA # 01- 1017.02" 1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A, B & C, prepared by Q. C. Metallurgical, Inc., report # 1 GM -1038, dated 08/02/01, signed and sealed by F. Grate, P.E. F. STATEMENTS 1. 2007 FBC compliance letter issued by Structural Solutions, P.A., on 04/27/09, signed and sealed by Tomas L. Shelmerdine, P.E. "Submitted under NOA # 01- 1017.02" 2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, signed and sealed by T. L. Shelmerdine, P.E. 3. Protocol compliance letter issued by American Test Lab of South Florida on 08/30/01, signed and sealed by W. R. Mehner, P.E. & H. Hattem, P.E. G. OTHERS: 1. Notice of Acceptance No. 07- 0425.02, issued to Amarr Garage Door, for their Model 1200 -D WeatherGuard Plus w/ DuraSafe Steel Sectional Garage Door, approves • on 06/14/07 and expiring on 05/16/12. "z/6 • arlos M. U era, P.E. Product Control Examiner NOA No. 09- 0604.01 Expiration Date: May 16, 2012 Approval Date: July 15, 2009 E -1 16 GA GALV. RESIDENTIAL TGP RGLLER BRACKET ADJUSTABLE REALER CARRIER ATTACHED V/ OD 4/Y x I/e' BOLT B NOT PER BRACKET • e0 GA GALV. STEEL SECTION LOCATED AT EA CENTER HINGE ATTACHED V/ EDIBLE SUED TAPE 18' SEC. • 2' x 10 4/2' B1' SEC • 2' x 131/8' /16' BOLT RETAINER ATTACHED V/ (4) 1/4• x 3/4' HEX HEAD SCREWS PER BRACKET TYPICAL MP FIXTURES 14.1.5. MAX ) CENTER HINGE ATTACHED V/ 64) 4/4' x 3/4' HEX HEAD SCREWS 24 CA. MIN EXTERIER 8KIN 121114 0-40 GALV. 6 BAKED IN PO-TESTER TOP MA TYPICAL DURASAFE CENTER HINGE N.T.S. A R -TRUSS SPACING SECTION HEIGHT ID GA DURASA0 ENO HOSE ATTACHED V/ CD 1/4' x3/4' HEX HEAD SCREWS 0) I4GA ARASAFE ROLLER CARRIER ATTACHED W /(4)4/4'x3/4' ISEX HEAD SCREWS 3 3/4' MIL INSIDE ELEVATION N.T.S. LIFT HANDLE R -TRUSS SPACING SECTION HEIGHT 10 BALL STEEL ROLLER V/5' STEM ERRS BUTTON BRACKET 876' THICK ATTACKED 12/133 1/4• X 3/4' HEX HEAD SCREWS WITH A EMS' BRACKET SLIDER SLIDE LUCK ENGAGES INTO VERTICAL TRACK 08 BOTH SIDES 5/8' KIN ENGA0EMO47 CO4TR4tl�G TO SFBC 362-2. (SNAP LATCH OR SEO8E LOCO OPTIONAL) TYPICAL DURASAFE END HINGE 1.1E STOP / FIE SEAL (SUPPLED BY INSTALLER) 5/8' x 4 3/8' x 18514 BACKER PLATES TYPICAL BBRS SAFETY BOTTOM BRACKET I5/16'V x 3 5/814 X 22 GA (3 5/8' R- TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (0) 4/4• x 3/4' HEX HEAD SCREWS AT EACH END STILE AND 0 1/4' x 3/4' HEX HEAD SCREWS AT EACH SEC STRAP 7 GA MN ENTERER SKIN LTC-FREE EXPANDED POLYSTYRENE INSULATION 1 LB ODDITY 6.5.73. U.0.17 W FLAG [RACKET SPLICE TRACKS AT THIS L0CAl104 6 (s) T � e/6O TWO RTI (3) 'DIA. 1 ' LAO MIS (1) 5/10' CIA. x 1-5/Er LAO BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA GALL'. STEEL JAMB BRACKETS ATTACHED N/ (1) 1/4• -20 TRACK SAUCE BOLT & NUT OR (2) )NETS PRODUCT REVISED B cowlping 4th 04 PTm(4R Building Code A�o Acceptance Nor /•d •0/ Ex. • . AL104. NTL AST) V/ Ca4T. VINYL ASTRAGAL SECTION A -A (SIDE VIEW) N.T.S. N.T.S. 20 GA. GAIN. STEEL DE STILE ATTACHED TO PANEL OD LANCES 5/8' • 3 I/O' x MIA BACEER PLATE LOCATED BEHIND EA CENTER HENCE PO_TSIYREIE CORE 5/46• x 1 5/0' LAG CU PER JAlO BRACKET 2' GALV. 8185. TRACK DI 1 PER ROLLER COOT. VERTICAL JAMB 226 4/4-80 x 5/VW" TRACK MOUN11NG DETAIL SOUTHERN 2 �) SOLACE BOLT AND CO11 N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE. RATED FOR 100 4044 PENT W8T (130 LPN PASTED 08 RASE 6o SPEEDS) 3 X A 22•1224 AIM •TTAIMMMT 10 13x1 FRAME 27111•11•6 8/10' x 3. 1/O SCROD *8218426' FROM ENDS 1)031 24' 4< (1 1/4. 820413 )LE Nil 6182 3/6' X 4• STARIDD S FROM EMS 11401 20 06 (2 1/2' DIOEID521) MLR 62218 WWI 3/5" X 2-3/4 swim 6 PROR ems TNER 16' C.C. O 1/4' ▪ REDHP/D (1161-09.1) 3/8'x4' WRIER 0' PROM D081)021 14' 0Q (2 2644441015.344 ArnMiwT fo e_22 4682 ALS CEDE ARMCO 3/6' X 2-3/4' S1A61110 C FROM ORS T14a11S QC. C 1/4• FR6 IJ �EAPA 1/1 AT 2-3/4. 1 11/MOO T) 606, u9! PANS Cr SAGS ATO ROM Kx9 O 00.2111316101 ID ARCM A FUCA 10KM1M0 =ME. ' DEMA10x 6 60i JAR® BY ODORS TRACK CONFIGURATION FOR 8'8' UP TO 8' TALL COORS N.T.S. JAMB BRACKET LOCATIONS 9A2GAIC6 AND NMLE 1. Au • TO TRACK THEE TAOAD 21 0 D TO 048 16ROCAL .44488 TRARDERRED � THE OCR ROWER RECODS O 8244 OF 112 LOW ♦ 1J$ & -(09.0 YAWL' LXS F. 01 LOADS O 6 ODORS AHD HAOIMIE DLL ES DEH03FD. 0ML2AC882 MO INSTALLED TA01 04AXDA DS AS 20(DTTORDI 11f BY DM (MO A (,may EATE2OR ROLLED ROOD. 0-40 OALVAM 41154 6/ EM4D OR POLTE4(ER FD04 6 00088 LCTO 7D' TOR) 001981 OF (4) SECEIR45 AS 6Ofi. USE (1) 3}0/0' R9( -TRUSS *RUNCORN 11 22 7-2/8' 14-0285 PER SEO80(0) scm6 As 6Oaa 7. BMPPORDO STRUCTURAL ELDERS SIDI LE 6a4ED 6L' A RP118R0D P06E594WL DOWER FOR m LOADS ODPA1m OR Di DRAWN M N3T01031 TO CAM LOOM 6 T16 MEMO Or USED 6A8 M 6L6T1MIAL 02430 WCE OH 116 PROCEOLOSS 2182 3 ATOM 194 A56 7- 23/09/05. AIR CRC 2007 PROOCAIB'�L 974 203 1) LOAD MS= 0671RIA 02 PRESSURES 9O114 OR TIC WARMS 1ERE MURIA= UM I6 FOLIORRVO PARAKE DRS: A 160 LPN PDX SUS( OD 8P® 6 0008 CAM 8X MC1AL® MR 6 FEET OF 00C RS 611114 ME OE EDGE SDP. C 98 12/81 R86 I41331T AT ANY 666 0. MPORTANC2 FACTOR 61.05 6 EXPOSURE RATRO OF 0 468 REPINE 0L OR l TIM TO 00 6 Di ILL A 00104 01 3 SPECIMENS DOLL 82 OUT RCM DXTI COL NO TIME TIDIED 000R11010 TO COI 0-9 6T A OM CCMKF/ /PROM WG T8YE6P3Ag2pL,, IR7TD$gMO RAID 8/ A2 ILROIRCTDRR. DUD 3 MOTE • TIM A iPOR'6 611H DENT TYTICT0 0 W 602200 CM MRE OM L COLS AT TED 6ADIGOTLR22 PROMOTED WmE6®. ND A 11482 STREWTH K 82 P9 O DM OMILOACTUROI MLt1 23 USSED 10 W2° O�OG PAWLS 244 6K OIM1Y WOES MS ICA= Of ACS M6iiS Cr GARAGE -.1 WU. 1222.1 ffa OyE79�UpM {L((BDgg 2S7f *NAG LB4/R SEE NOTES 2 • 3 P021AE R EEOA1nE PRESSURE BEY 11509801 NF MEOL5 A IEOAIE OF HUB AITAOBENIS TOS2ICBH 8 MERE CEDE FMCS C RETM90 WI 8 0 0.08281)08/8200 MAX SIZE 9'x8' DESIGN LOADS +52.0 PSF -82.0 PSF LARGE MIME IMPACT RESISTANCE ES ✓ 7 163 COIGNE COAT WINSTO4 -1LE14 N.C. 072 WW1NWE2AI MODEL #1200 -D WeatherGuard P1136 w/DDra2ate Short Panel, Long Panel, and Plush Panel 98 20414 BY WI DAR MAP GM= HOER B HOED DAa SEC - 590-011 DNBEER 11005 L MERCK PE Ilk DN85R SHIT 1 IF 1 A B C D E F G H S 6'-6' 3' 14' 24' 35'43' 53' 65' 70' 7'-(1' 3' 14' 27' 38' 46' 56' 68' 76' 7' -6' 3' 11' 24'35 43'53' 65.75. 82' W-0' 3' 14' 27' 39' 46' 56' 68' 78' 88 9A2GAIC6 AND NMLE 1. Au • TO TRACK THEE TAOAD 21 0 D TO 048 16ROCAL .44488 TRARDERRED � THE OCR ROWER RECODS O 8244 OF 112 LOW ♦ 1J$ & -(09.0 YAWL' LXS F. 01 LOADS O 6 ODORS AHD HAOIMIE DLL ES DEH03FD. 0ML2AC882 MO INSTALLED TA01 04AXDA DS AS 20(DTTORDI 11f BY DM (MO A (,may EATE2OR ROLLED ROOD. 0-40 OALVAM 41154 6/ EM4D OR POLTE4(ER FD04 6 00088 LCTO 7D' TOR) 001981 OF (4) SECEIR45 AS 6Ofi. USE (1) 3}0/0' R9( -TRUSS *RUNCORN 11 22 7-2/8' 14-0285 PER SEO80(0) scm6 As 6Oaa 7. BMPPORDO STRUCTURAL ELDERS SIDI LE 6a4ED 6L' A RP118R0D P06E594WL DOWER FOR m LOADS ODPA1m OR Di DRAWN M N3T01031 TO CAM LOOM 6 T16 MEMO Or USED 6A8 M 6L6T1MIAL 02430 WCE OH 116 PROCEOLOSS 2182 3 ATOM 194 A56 7- 23/09/05. AIR CRC 2007 PROOCAIB'�L 974 203 1) LOAD MS= 0671RIA 02 PRESSURES 9O114 OR TIC WARMS 1ERE MURIA= UM I6 FOLIORRVO PARAKE DRS: A 160 LPN PDX SUS( OD 8P® 6 0008 CAM 8X MC1AL® MR 6 FEET OF 00C RS 611114 ME OE EDGE SDP. C 98 12/81 R86 I41331T AT ANY 666 0. MPORTANC2 FACTOR 61.05 6 EXPOSURE RATRO OF 0 468 REPINE 0L OR l TIM TO 00 6 Di ILL A 00104 01 3 SPECIMENS DOLL 82 OUT RCM DXTI COL NO TIME TIDIED 000R11010 TO COI 0-9 6T A OM CCMKF/ /PROM WG T8YE6P3Ag2pL,, IR7TD$gMO RAID 8/ A2 ILROIRCTDRR. DUD 3 MOTE • TIM A iPOR'6 611H DENT TYTICT0 0 W 602200 CM MRE OM L COLS AT TED 6ADIGOTLR22 PROMOTED WmE6®. ND A 11482 STREWTH K 82 P9 O DM OMILOACTUROI MLt1 23 USSED 10 W2° O�OG PAWLS 244 6K OIM1Y WOES MS ICA= Of ACS M6iiS Cr GARAGE -.1 WU. 1222.1 ffa OyE79�UpM {L((BDgg 2S7f *NAG LB4/R SEE NOTES 2 • 3 P021AE R EEOA1nE PRESSURE BEY 11509801 NF MEOL5 A IEOAIE OF HUB AITAOBENIS TOS2ICBH 8 MERE CEDE FMCS C RETM90 WI 8 0 0.08281)08/8200 MAX SIZE 9'x8' DESIGN LOADS +52.0 PSF -82.0 PSF LARGE MIME IMPACT RESISTANCE ES ✓ 7 163 COIGNE COAT WINSTO4 -1LE14 N.C. 072 WW1NWE2AI MODEL #1200 -D WeatherGuard P1136 w/DDra2ate Short Panel, Long Panel, and Plush Panel 98 20414 BY WI DAR MAP GM= HOER B HOED DAa SEC - 590-011 DNBEER 11005 L MERCK PE Ilk DN85R SHIT 1 IF 1 S-ec.,c4-0 • Thank. e - (8 • GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3 -S ECOND Door Width GUST Door Height Mean Roof Height WIND SPEED, Design Pressure EXPOSURE Door Width C Design T Door Height i Mean Roof Height Pressure Positive Negative Positive Negative -51.1 _1 9 8 8 15 +40.9 9 7 +41.0 -51.2 2 9 8 +40.6 -50.4 1� 7 + ar . 16 8 +38.8 -46.9 18 7 +38.9 -47.0 18 8 +38.5 -46.2 8 7 16 +41.8 -52.5 8 8 16 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 16 7 +39.7 -48.2 16 8 +39.3 -47.4 18 7 +39.3 -47.5 18 8 +38.9 -46.7 8 7 17 +42.3 -53.1 ................... 8 8 17 +41.9 -52.3 9 7 + 41.9 -52.4 9 8 +41.5 -51.5 16 7 +40.1 -48.8 16 8 +39.7 -48.0 18 7 +39.8 -48.1 18 8 +39.4 -47.3 8 7 18 + 42.8 -53.7 8 8 18 + 42.4 -52.9 9 7 +42.4 -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 18 7 +40.2 -48.6 18 8 +39.8 -47.8 8 7 99 +43.3 -54.3 8 8 19 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 7 +41.1 -49.9 16 8 +40.6 -49.1 18 7 +40.7 -49.2 18 8 +40.3 -48.3 8 7 20 +43.7 -54.9 8 8 +43.3 -54.1 9 7 +43.4 -54.2 9 8 +42.9 -53.3 16 7 +41.5 -50.5 16 8 +41.1 -49.6 18 7 + 41.1 -49.7 18 8 +40.7 -48.9 8 7 21 +44.1 -55.4 ................... 8 8 21 +43.7 -54.6 9 7 + 43.8 -54.7 9 8 + 43.3 -53.8 16 7 +41.9 -50.9 16 8 +41.5 -50.1 18 7 +41.6 -50.2 18 8 +41.1 -49.3 8 7 22 +44.5 -55.9 8 8 +44.1 -55.0 9 7 +44.1 -55.1 9 8 +43.7 -54.3 16 7 +42.3 -51.4 16 8 +41.8 -50.5 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 8 8 +44.5 -55.5 9 7 + 44.5 -55.6 9 8 + 44.1 -54.7 16 7 +42.6 -51.8 16 8 +42.2 -51.0 18 7 +42.2 -51.1 18 8 +41.8 -50.2 8 7 24 +45.3 -56.9 8 8 24 +44.9 -56.0 9 7 +44.9 -56.1 9 8 +44.5 -55.2 16 7 + 43.0 -52.3 16 8 + 42.6 -51.4 18 7 + 42.6 -51.5 18 8 + 42.2 -50.6 8 7 25 +45.7 -57.4 ................... 8 8 +45.2 -56.5 9 7 + 45.3 -56.6 9 8 +44.8 -55.7 16 7 +43.4 -52.7 16 8 +42.9 -51.8 18 7 +43.0 -51.9 18 8 +42.5 -51.1 Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) For mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston - Salem, North Carolina 27102 -0288 165 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com