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WS-11-963Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 164548 Scheduled Inspection Date: September 20, 2011 Inspector: Bruhn, Norman Owner: STEIN, DOUG Job Address: 1165 NE 97 Street Miami Shores, FL 33138- Permit Number: WS -5 -11 -963 Project: <NONE> Contractor: RELIABLE WINDOWS DOORS & SHUTTERS LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050170030 Phone: (954)818 -8308 Building Department Comments REPLACE GARAGE DOOR Inspector Comments Passed '9 7f Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 19, 2011 For Inspections please call: (305)762 -4949 Page 26 of 31 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 wfr Expiration: 11/22/2011 Parcel Number Applicant 1165 NE 97 Street Miami Shores, FL 33138- 1132050170030 Block: Lot: DOUG STEIN 1 Owner Information Address Phone Cell DOUG STEIN 1165 NE 97 Street MIAMI SHORES FL 33138 -2557 1165 NE 97 Street MIAMI SHORES FL 33138 -2557 Contractor(s) Phone RELIABLE WINDOWS DOORS & SHUI (954)818 -8308 Cell Phone Valuation: Total Sq Feet: $ 1,200.00 0 1 Type of Work: REPLACE GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5 -11 -41045 06/02/2011 Credit Card $ 126.20 $ 0.00 Available Inspections: Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 02, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 02, 2011 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 Permit Type: BUILDING ROOFINCG OWNER: Name (Fee Simple Titleholder): )OU S T<' Address: 11 6S- /t7 R' 5 � City: /7: A r,,, , S h u'aS State: F L Tenant/Lessee Name: Email: Permit No. 6,),5 Master Permit No. V\ Phone#: oto L5-3 " Zip: 33(3F Phone #: in 3 - a O5 - ys- 3 JOB ADDRESS: //S ALT 77S City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO ff Flood Zone: CONTRACTOR: Company Name: 1C C 1% 4 b W1 KD wj i DD 6'b 5 Sh'�Tl hone#: ei % 'b 1 e -ir3oe X15 y r' a j .4,j( 1 Li 3 Address: �Q ,�- City: .e a r c eS I ,�A State: 1" 1, Qualifier Name: j (t rl (1 r� !vY 0 41:\ \ S State Certification or Registration #: C- 15 7 L17 Contact Phone #: qSy ' 1 f S Zip: 3313 zip: 33 Lf L1 % Phone#: 9S g3D C7 Certificate of Competency #: Email Address: vv9lP 5 i4 S3 @ gwl¢t i o 6 a DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 o� Q 0 Square/Linear Footage of Work: Type of Work: UAddition ❑Alteration .321 epair/Replace ODemolition Description of Work: ref la e ��a )e d() bum * *y * ;..< *******+x**** ** ******** * * ** Feesw ***********w+ x ******a* ** * *** *** * *** **x****** Submittal Fee $ �! Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ _ a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.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 properly 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 Owner or Agent The foregoing instrument was acknowledged before me this day of 4 ,20 IL, by Ot:n t.►w who is personally known to me or who has produced bit: r° L As identification and who did take an oath. ib NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by k c a,- Ira d f ■ S who ise sonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: o f Lit. Commission Expire FFREY RANDALL GRAY ": MY COMMISSION # DD883621 EXPIRES April 26, 2013 *********************** ** * * * * ** **** ************* * * * * *** ** ******** * * ***** * * * * *449b1u1 APPROVED BY ,f/ Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LIC CARD B. L 'COPY OF LOCAL BUSINESS TAX RECEIPT C. `.°CQPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. "COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: c z .;y v -RS BUSINESS ADDRESS: ?S SC 2 '4"C • d1 3 CITY tco eet(• STATE 1- ZIP CODE 37 ¥ /f BUSINESS PHONE: ( ) 8/8 -&?a 6 FAX NUMBER (`7i ) 337-3/4f CELL PHONE (7S ) 618 - 3o 5 QUALIFIER'S NAME: eic *VW 2 7e2.e.is QUALIFIER'S LIC NUMBER: C-13C 12S 7412 E -MAIL ADDRESS (IF APPLICABLE): /MP1 C - A S5 '94L. • C01'i Created on 3119109 BY MLDV 1 RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION +t_fNSTRUCTIDN IN STRV CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 06/10/2009 EXPI ? t,'HON DATE: 06/10/2011 PERSON: RICHARD a'Ft IS FEIN: 267536945 BUSINESS NAME AND ADDRESS: RELIABLE WINDOWS DOORS & SHUTTERS LLC 959 SE 2ND AVENUE #143 DEERFIELD BCH, FL 33441 SCOPE OF BUSINESS OR TRADE: 1- SHUTTER INSTALLATION 2- WINDOW / DOOR INSTALLATION 3- CERTIFIED BUILDING CONTRACTOR [IRA 0 1r T NT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who ® elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. LI Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named an the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MORRIS, RICHARD P RELIABLE WINDOWS DOORS & SHUTTERS LLC 959 SE 2ND AVENUE #143 DEERFIELD BEACH FL 33441 Congratulation& With this license you become one of the nearly one million Floridians licensed 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 strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can 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. Thank you for doing business in Florida, and congratulations on your new license! AC# DETACH HERE IS..:CERTIFIED under theprosisioxis of ch.489, 8's Exp ration d'atat AUG .-L10082:2001' STATE OF FLOIDA.: PAR. NT OF ]3S IN SS PROFESSION CONSTRUCTION.'" INDUSTRY I CENST `- LICENSE'`NBR 8/22/2010 108043032 CBC1257492 he BUILDING `:CONTRACTOR Named below., IS CERTIFIED Under the provisions of 'Chapter Expiration. date: AUG 31, 2012 RRIS, RICHARD P LIABLE:= 'OWS DOORS & SHUTTERS 959 SE 2ND .AVENUE "#143 DEERFIELD BEACH FL 33441 LOTTO: {SWARD-COUNTY-LOCAL BUSINESS -= AX REC 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: RELIABLE WINDOWS Name: Owner Name: RICHARD P MORRIS Business Location: 959 SE 2 AVE 143 DEERFIELD BEACH Business Phone: 954 -818 -8308 Rooms Seats DOORS & SHUTTERS Employees 1 Receipt #:180 -8913 Business Type: GENERAL CONTRACTOR (CERT BUILDING CONTRACTOR) Business Opened:05 /27/2009 StatelCounty /Cert/Reg:cBc12 5 74 92 Exemption Code:NONEXEMPT Machines Professionals For Vending Business Only Number of Machines: 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 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED 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 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: RICHARD P MORRIS 959 SE 2 AVE #143 DEERFIELD BEACH, FL 33441 Receipt #03A- 09- 00024461 Paid 09/29/2010 27.00 2010 - 2011. A"`""`u. CERTIFICATE OF LIABILITY INSURANCE DATE(M8/20 1 astxl2a1x 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 POUCIES 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 pol)cy(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 Insurance Office of America, Inc. 4915 W. Cypress Street Tampa, FL 33607 CONTACT L No EX 813.637.8877 1ria, Not 813.637.8484 E -MAIL ADDRESS: cusr0MERIpit, INSURER(S) AFFORDING COVERAGE NAIC 0 UISURED Reliable Windows, Doors & Shutters, LLC 959 SE 2nd Avenue #143 Deerfield Beach, FL 33441 INSURER A : Mi d- Continent Group LIABILITY COMMERCIAL GENERAL (.AIMS -MADE INSURER B: I OUR INSURER C: INSURER D: INSURER E : ' EACH OCCURRENCE INSURER F : X COVERAGES CERTIFICATE NUMBER: 11 -12 CERTs REVISION NUMBER: THIS IS TO CERTIFY THAT THE INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED EXCLUSIONS AND CONDITIONS POLICIES ANY REQUIREMENT, OR MAY PERTAIN, OF SUCH OF INSURANCE POLICIES. ADDL INSR THE U WYE/ LISTED BELOW HAVE BEEN ISSUED TERM OR CONDITION OF ANY CONTRACT INSURANCE AFFORDED BY THE LIMITS SHOWN MAY HAVE BEEN POLICY NUMBER TO THE OR POLICIES DESCRIBED REDUCED BY PO EFF (MMIi}DIYYYY1 INSURED NAMED OTHER DOCUMENT HEREIN PAID CLAIMS. —0–DCt is IMMIgulYYYY) ABOVE FOR THE POLICY PERIOD WITH RESPECT TO WHICH THIS IS SUBJECT TO ALL THE TERMS, INSR LTR TYPE OF INSURANCE — LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL (.AIMS -MADE LIABa.m I OUR GL00082246106/0112011 06101/2012 EACH OCCURRENCE $ 1,0001000 X DAMAGE TO RENTED $ 100 000 �X MED EXP (AY ono person) $ Excluded PERSONAL & ADV INJURY $ 1,0001000 GENERAL AGGREGATE $ 2,000,000 GENII AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 1,000,000 POLICY A LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BaDllv INJURY (Per person) $ BODILY INJURY (Per accident) $ —_ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y i N ANY PROPRIETORJPARTNEWEXECU1IVE OFFICER/MEMBER EXCLUDED? (Mandatary In NH) If yea, describe under DESCRIPTION OF OPERATIONS below N t A 1 WC - I I T - E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMCr $ DESCRIPTION OF OPERATIONS 1 LOCATIONS l VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is tenoned) CERTIFICATE HOLDER CANCELLATION FAX: 305.756.8972 City of Miami Shores Building Department 10050 N.E. 2nd Avenue Mia(nii Shores, FL 33138 ACORD 25 (2009109) 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 George McCoy /MARLAA 41988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ,r7! BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION Miami Shores Village APPROVED B BY D DATE ZONING DEPT BLDG DEPT ' ; I If1.11 =CT ?n , :nr u u'1 fAI.ICE WITH ALL FEDERN.IAMI-D NOTICE OF ACCEPTANCE (NOA) 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: Models 950/6551000 & 2000 Steel Sectional Garage Door (16' Wide) APPROVAL DOCUMENT: Drawing No. IRC- 9516 - 169 -26, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 'through 3 of 3, prepared by Amarr Garage Doors, dated 03/12/03, with revision A dated 06/09/08, 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 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 performance of this product. TERMINATION of this NQA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance A minimum of 2 specimens shall be out from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more chall be used to make door panels for Dade County under this Notice of Acceptance. 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 # 08- 0718.03 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. 0,Ys t t -R(23 DE COUNTY, FLORIDA E FLAGLER BUILDING ft STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldin2code NOA No 09 -0604.05 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 08- 0718.03" 1. Drawing No. IRC- 9516 - 169 -26, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets l through 3 of 3, prepared by Amarr Garage Doors, dated 03/12/03, with revision A dated 06/09/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. B. TESTS "Submitted under NOA # 08- 0718.03" 1. 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 16'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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04 /09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. C. CALCULATIONS "Submitted under NOA # 08- 0718.03" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.03" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. O1H1 R 1. Notice of Acceptance No. 08- 0718.03, issued to Amarr Garage Doors, approved on 08/21/08 and expiring on 09/04/13. Carlos ef/09 a , P.E. Product Control Examiner NOA No 09- 0604.05 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 E -1 7' 16 GA 081 CAP BOMB TOP FUTURES 13 GA GN.V. 56815 51* TOP R61ER BRACKET ATTACHED VK4) 1/4' x 3/4' HEX 1FA0 SCREWS PER BR*CIET 2'10341 STEEL ILIMICME PIZLER 1//S' STEM ADJUSTABLE / ROLLER CARRIER BOLT L RUT PER DREW 5 1/2' 105. R-TRUSS ATTACHED V/ (E) 1/4' x 3/4• NEX HEM EACH CENT STS ET TYPICAL TOP FIXTURES N.T.S. _ SEE (TABLE 23 ON PIS 8 FM RECOMNIMED SECTDIN CONFIGURATION DERDURASAFE HINGE ATTACHED V/ (4) 1/4• x 3/4' HEIR HEAD SCREWS TYPICAL DURASAFE CENTER HINZ. A N.TS ICI 111.11 001.11l 01110ll V *-01 IIIIME11111•Ig 11~21 1111.1II11111IIWIISIIYII11•IIYII11111IF 1MIcisiIYIImI' FSTILE EP 4 3 PLACEMENT TSS 93 14GA DURASAFE ROLLER CARRIERS ATTACHED TO R -TRUSS V/ 0) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 2. 10 BALL STEEL HURRICANE ROLLER V/9' SEEN 16'-0' NM INSIDE ELEVATION N.LS. 14 GA DURASAFE END HINGE ATTACHED V/ 03) 1/4' x 3/4• HEX NEAR SCREWS 140A DURASAFE RC1FR CARRIERS ATTACHED TO END STILE V/ CO 1/4' x 3/4• MX HEAD SCREWS PER CARRIER STEEL 2' 10 BALL RC1FR V/5' SIEN SLIDE USX ENGAGES WO VEIZUCAL TRICK 61 BOTH SIRES 5/8' ENGAGEMENT UDIFOR 1l16 TO 9185 3603 -E MAP LATCH. OR LOCK BAR y ) *11 1/4• x 41EX HEAD SCREW 51/214 XIR GA (5' 14-18USS) ATTACHED VK4) 1/4' X 3/4' MX HEAD SCREWS 3 3/4' SEEMED 3. 206E STRUT ATTACHED V HEX HEAD . SCREWS AT END AND CENTER TYPICAL BURASAF'E END HINGE (BPPI BY INSTALLER) 0) 20 GA CENTER STIES s. ATTACHED V1TM (2) 10)-1. -LTC AT THE 16+ MO BOTI61 RAIL AND ADHESIVE TO INTERIOR FACE 20 01. G LV. STEEL END STILE ATTACHED WITH (7) T6-L -LBO TO DODOS SKIN AND (0 TOO -1-105 AT TFE TOP AND BOTTOM RAT. (1) 7/16' TEA 80PERL ROLLER 7' 16 GA END CAP MGM TOP AND BGTTON FUTURES 24 GA EN UTE60R 9@I x6-40 GALVANIZATION AND ON POLYESTER FDO91 SEE (TABLE 1) 01 PAGE 2 F6H STRUT SPACING 7'16 GA ETD CM BEHIND TOP AND BD1T04 FIXTURES CONT. STEEL RET V/ BOTTOM SEAL GA COMMERCIAL T0' PURGE ATTACHED V/ (4) V4' x 3/4' MX MEAD SCREWS WIZ/ LB E LID x BRACKET ATTACHED N PER SECTION GA, FLACI BRACKE ATTACHED TO VOX JAMB V/ (3) 5/16 MA X 1 � BOLTS TO TRACK v/ (4) 1/4•-20 x 5/8' TRACK SPLICE DOLTS AM NITS SPLICE 1TR //A S AT TRACK A �I.TS & NUTS Tb aim 8114 (3) D' DIA x LAG BOLTS 1) 5/10' TM. x 1-5/8' UNBOLT R JAMB AT EA. 12 GAL CALM STEEL ATTACHED 8 /6(1) 1/4.-21 x 0/E TRACT( SAUCE NET 0: NT M -1 TED � 401.E(9 ON TOP SECTION OILY \ ATTACHFENT OF STRUT S RE9U0.O SEE (TABLE 3) ON PAGE FM LIMB BRACKET SP TRACK CONFIGURATION FOR 8'8' UP 10 /4 TAU. DOORS 5 1/811 X 18 GA lS R -TRSS) GALV. STEEL R -TRUSS ATIACIEDGTCMOS%NMYID/012 NMr V/ (W 1/4• x 3/4• HEX MEAD 2411244E44, SCREWS AT EACH END SIDE AwMPkSMR / % •,.i .Or AND SO 1/4•x3/4• HEX HEAD SPEWS AT EACH CENTER STILE ; R. i INCONCTNEVISED STRUT AT BOTTOM PATEL SET T)0A -A (SIDE VIEWI BOTTOM /RACKET 13 GA THICK ATTACHED WAS) 1/4• X 3/4' MK HEAD SHREWS TYPICAL BOTTOM BRACKETO & S 5/16' 8 1 PER TAO ER BRACET 1/4-20 x 5/81TRACt SPLICE 1211.1 JBT� NTT PER 5 R 1/211 iIIB GA. (5. r GALV. STEEL TRACK MCA THICKNESS CENT. 8TRITC01 SOUTHERN YEIIDN P E (MXL 2 OR 8ETE1) TRACK MOUNTING IIFTAII N.T.S. ®WOOD JAMB ATTACHMENT TO STRUCTURE_ 2 X 8 VERTICAL ,M109 ATTACH/MIT TO SWIM FAME crADDI WF 5/18' X 2' LAO SCREWS STARING 8' FROM ENDS THEN 18' 0.. (1 1/4' EYBELIEFi1) 2 X 8 VERTICAL JAMR ATIACHVFNT 1C 7 MD 4-q IYINf71FTF 41211 KITE( BOLT 3/8' X 4' swum 8' FRO( Ems THEN 24' 0.5. (2 1/2' ETARFUII1I41) HEM SLEEVE ANCHOR 3/$' X 2-3/4. STARTING 8' FRC& ENDS THEN 12' 0.C. (1 1/4' REDHEAD (IRU -80.7) 3/8' X 4' STARING 8• FROM ENDS THEN 18' 0.C. (2 1/2" EAGEDRINT) 2 X 8 3122 CAT_ .IAMB 61TAM/MENT TO 41-80 BLOC( HILT SEEM ANCHOR 3/8' X 2-3/4' STARING 8' FROM 6003 RTE( 12' O.C. (1 1/4' TMCON 1/4' X 2-3/4' STARING 8' FROM ENDS. USE PANS OF FASTENERS (3' MART) AT 10' 0.C.(1 1/4' E]OEORT(T) M08 AM 86.73 CAN BE COUNTERSUNK 10 PROMDE A FLUSH MEMO SURFACE. *PREPARATION O' WOOD JAMBS BY OTHERS *MINIMUM ANCHOR EDGE w= *ANOKA ALLOWABLE 1LOAD HAS SDI 3 4' INCREASED BY 338 DUE 10 SHORT TIM DURADON LOA6N0 TYPICAL STILE STIFFENER/ c AXIL 113 lE9ERPHR1 2 052 0/11 A 14063010 /0MILO&MAND 56 MAX SIZE 16'x14' DESIGN LOADS 445.8 PSF -44.3 PSF LARGE M'SS£ IMPACT RESISTANCE 16'x7 185 CARRIAGE COURT VBBTm14N.d1, N.C. 87105 WWAIMARR OM NOM 800 ammo (24 (EA) 1000, 2000 0110091. 650 OAK MOW (24 OA) 1000, 2000 Y, LONG, 81108. AND BBC P1N618 a MI6 CU CAN 40//8 GU NUBBR B awn N At1 011E OI%Mo01 RC- 9516 -169 -2i *851 1001.211161121,21 112.1211270 90) 1 IF 30 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A A B C D E F G H T 6' ., 7' 41/2" "` 171/2" : 1/2" 6' 6" 3" 14" 7" > 70:1/2"' 761/2" 381/2" 591/2" 64 ° 18" 21" 13.04 EMU '21° 11311Liiira 70" ..'"-.4t. 8' 41/2" 171/2" 351/2" 531/2" 71 1/2" 68" � 18" 881/2" 21" 41 2 1 4 - 76 " 12" 41eEl 9' 41/2" 141/2" 321/2" 501/2" 681/2" 861/2" 56" 68" 1001/2" :161 9"-•.i :4 f/2-117. tir. x:10 4``t0..7'k 1/# " VI '< ... 10' 41/2" 171/2" 381/2" 591/2" 771/2" 951/2" '. MEIN 1121/2" ..10 On ` 414'17 f/2": 138:1 ='59112". 811/2" 101 12"' . : ` 38" `118" 1/2" 11' 4 1/2" 171/2".'351/2" 88" 53 1/2" 71 1/2" 89 1/2" 1071/2" 124 1/2" 11' 8" ;::41/2" ;'3 " '.171 Ldp, , lEtti 2 459!r1/2" 7'7'1/2" 031/2" 11.3 1 / < ; 43 '1I2 12' 4 1/2" 17 1/2" 38 1/2" 59 1/2" 80 1/2" 101 1/2" 1191/2" 14" 136 1/2" 12'6" 4112" 171/2"::35;1/2531 68" /2"'711/2" 88" 89112".;1071/2°' 1251/2'"142`1 /2" 13' 41/2" 17 1/2" 38 1/2" 59 1/2" 77 1/2" 951/2" 1131/2" 131 1/2" 148 1/2" 13' 6" 41/2". 171/2". ;381/2" =591/2" 80 1/2" 101 1/2" 1191/2" 137112'1164112" 14" 14' 41/2" 17 1/2" 38 1/2" 59 1/2" 80 1/2" 101 1/2" 122 1/2" 143 1/2" 160 1/2" TABLE 3 DOOR HEIGHT TRACK ATTACHMENT SPLICE A 8 C D E F G H I J K L M N S 6' 6" 3" 14" 7" . 38" 46" 58" 64 ° 18" 21" 13.04 EMU '21° 11311Liiira 70" ..'"-.4t. 3" 14" 27" Ea 48" x.55666"" 68" � 18" EN 21" � 2 1 4 - 76 " 1" 41eEl 11' 6" 8' 3" 14' 27" 38" 46y"" 56" 68" 78" Eiii Li 18T; :16';.LA 88" 8' . � ... 14" 21" 21" ICA 21" CAibA F '. MEIN al" MUM 944 . 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" EA Li EMU 100" 816" ;'3 " 14 ; 27" Eal '46"; 0 og 85" la 88" '. IIIIIIIIIIII ®. 106" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" 10'6" . 3" 14" " 38":RCAt100" 1.10 "1111®111111 ' 111!" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110' 124" 1 . 6" 3" 14 27" LiliZALJEZil 79" R + x;120" 11111111111111 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 12'8" . 3" 14" 27" la 46" 100°.:109"' 0® 1 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 8" 3" . 14" 27" 38" 46" 58" IAEA 88" 100" 109" 127" MUM 1 • ;" 14' 3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 114" 122" 134" 146" 160" INTERIOR OF GARAGE MAX WIDTH 16'O' +- DESIGN LOADS +368.4 LBS/FT ® -394.4 LBS/FT TABLE 2 1 ■i■■!!lf:i SEE NOTE 2 PRODIICEBEVDIED as complying wadi the Parkas !Naar%Code Accomexce Eignamos SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM 111E 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 RECEIVP MAXIMUM DESIGN LOADS OF: +368.4 LEIS/FT & -394.4 LBS/FT 3. 0008 AND HARDWARE WIC. BE DESCRIED, MANUFACTURED AND INSTALLED 147TH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (024 MIN. EXTERIOR SKIN ROILED FORMED, G-40 GALVANIZATION W/ BAM ON POLYESTER FINISH 5. DOORS UPTO 7O" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5' R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 3 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ®8. THE ME1HCO OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7-05. AND BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABR1CATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 S F_CIMENS STALL BE CUT FROM EACH COIL 4110 TENSILE TE5120 ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAS SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WRH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COLS 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 82 USED TO MAKE 000R PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE DOOR HE GHT SECTION HFS1 -11S Btm #2 #3 #4 116 #6 #7 /18 140" ®laillE" EiliMil 21" 21" 136" 21" 21" 21" 21" 21" 18" 18" 21" 13.04 EMU '21° 11311Liiira 18' 21" 126" 21" 18" 18" 18" 18' 18" 18" 21" 120" 2 1 4 EMU 1" 41eEl 11' 6" 21" 21" 21" 18' 18" 18" 21" 1 `0' Eiii Li 18T; :16';.LA U 166' 21" 21" 21" 21" 21" 21" 10,0' tail al" 96" 21" 18' 18" 18' 18" 21" Lill EA Li EMU 86" 21 "21 "21" 18"21" 0 og MLA El fa Ira ilrEAI ! L 18' "EA EA Eiii► Elliiitijabil IiY 180911131 ff 0Ma IB/ 3199A 10E36 &RD IDD 93 M 99191310 MAX SZE x 14' OESGN LOADS +45.8 PSF -49.3 PSF LARGE MISSLE IMP REESSSTTANCE 168 uamae Cum 111,13104-SMZ«. Nc. 8/108 VINAMARR.001 M01)ZL 060 suaraos (E4 GM) 1000. 200o el(11512. MI5 OAK �', 1030. FLVSE, MD � PANELS 911 61/06! DJ for cup/ID Ii301R K16B 8 ono Ilr 1LE IW6> 63/14p3 RC- 9516 - 169-26 HEM 16063 L SLIME PL IC lb. B253 MET 2 ? 3 ®TABLE 4 834671 Watt 81 10 0 100 100 12' 0 120 170 132 172 172 124 174 174 178 176 13 138 128 PWW =de7858=Wong Wean= kw LW Edge) 186 247 3e 01) 083 00 Blot 2821:,48408 71994 30.033 80000 80000 45 281 06) 610 0h) 94282 711 69 8194 Beal Shoe Seed 1750 1Z 10 1Z 10 136 132 t3 2 122 13' 4 134 134 138 13 8 136 13 8 138 138 13 10 13 10 13 10 140 140 1.40 14' 2 162 14 2 164 144 144 168 168 14 6 14 8 148 8 O 881 74203 88.1 +: Bead 81026 law 8404 50 1 taw Shat 8026 B= Short Lang 804 401 Law Sat la9 B= 27.340 axe 28.6.5 27.80 15206 27.128 28.000 81.820 52.100 81.313 82280 8.100 52.08 83.000 76.203 100230 78200 98900 78.000 9088 77.000 01.750 77200 00900 77= 101998 78= 103000 118.376 118.750 1 9.728 118.892 120.728 119.892 129.880 122380 123.828 124. 123.800 126.500 124= 122108 120000 Lang D eed 1410 14 10 1 10 160 100 130 18'2 122 162 104 184 G eed Sob twg 8881 Sot Low 81026 Ebel Shat 8401 4.128 34240 31.620 3218 38.340 31129 3318 23218 57.170 5778 55528 87.313 8518 59.153 60.170 5E813 59.810 61.170 8.68 651683 44.812 78 102.803 80.000 105.100 8080 106.88 81.000 18245 51208 106.100 8148 106895 82903 14903 82903 107.378 82200 165.188 82838 103.712 139.203 103438 8.89 110.113 66.09 108379 84.000 11098 84.998 111.413 06.00 111 88908 112.713 88.120 111.830 88.033 113.188 8089 114.013 4.000 112.15 87900 114.438 4.89 118.313 138.403 88.000 1.000 131 130.200 131275 132203 131200 132.875 133= 132793 134378 34.48 134.68 138.878 138.98 134.793 127.375 137.333 136.80 138= 139.489 137.880 140.378 141.= m68 141978 142.88 108494 101.18 rc; 1107.700 132400 .11a62. 76880 1 : 144 140.838 81938 48.800 61.813 8288 69 :.< 117 08.300 90900 90.000 118.188 9889 119213 Slat 1.240 91.000 119.438 79290 104200 89= 92.000 92900 1898 8812 8200 111.703 133.400 148.378 147.408 112. 184. 147975 130400 168.000 114278 138.750 182.782 184.100 18.160 18'4 Beat 11808 138 8040 15.7819848182.934 16'8 118.700 198.400 :y 180 15'8 Bead h4: +- :111: 155 Dot m `'.... 'T "E 1.. 140.'78 183984 19 8 L40 71.960 84908 118700 82160 168 Wad r "'' ' 'j1] 71.009 84900 116.802 13898 132978 1610 8aR 25.48[��8 '�' > :•.: ..... 1610 28.91 [ ]Fre � ".,. � � ..;..;41,..... 1410 Bead F2c`12rF7EA'7T:i -3371 71 -:< 1...'. 13, 0.41 7,9',I" f�7_4, 31.000 t. .r 1 =: �> 418111Y113 R0. L'..�F[: .11 i11112 1' !•'141,1c.:r► 02:.3184602 >•.:T'•'7116.7821. .:< r PRODUCIIDEVISED "WNW EV 1800•1501514161188b411 �,,0a0�o�,1�f1�Mata0:i97a DialleCobt Aagl406eIF �' (. �.�,. i$ 0008 SILL iI3 X01 NY ODD)PH080' WENS 6031.031 18 A It AIA0NM1DaD1tBC83.B686611NOD 901 MAX SIZE 18' x 14' DES= LOADS +45.8 PSP -483 PSF LARGE 88.39.E IMPACT RESSTANCE 153 CARRY= 19517 1743161 -80131. NG 87105 8441144/1472406 1I0Dffi, 6100 H88M'A011 (84(( 80 0A) 1000, 00 DOMODEL 855 1118 MOM SWIM TODD. 8W8H, AND DN9D PAWNS 9E DUN 8f 07 0816 0330,3 ODIC 8088 8 0E0m E7 ME 018E ems IRC-9516- 169-28 MEN OTYU L 28P.1 8C 51 0)19 95:3 J 28 6 6 m 0 w a O� N LL WORST CASE DESIGN PRESSURE CHARTS FOR RETROFIT GARAGE DOOR GENE 1. THESE 2. THIS S COEFFICIENT IS OFFEREDH 3. THIS SPEC & INSTA 4. DES, G ESSEN A COEFFI ZONE. 5. FOR ASCE 7 -05- IN ''H NO ON S A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. D TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER L BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE TENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN D APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE SED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE VERTICAL SURFACES ONLY. F THE(WPRST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN 6. ADHERE TO ALL LOCAL IMPACT' PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" OPENING SIZE MEAN ROOF HEIGHT 15' -0" 16' -0" 17' -0" 18' -0" 19' -0" 8' x 6' + 41.7, -52.7 PSF + 42.3, -53.5 PSF + 42.8, -54.1 PSF + 43.4, -54.8 PSF + 43.9, -55.4 PSF 8' x 7' + 41.3, -51.8 PSF + 41.8, -52.5 PSF + 42.4, -53.2 PSF + 42.9, -53.8 PSF + 43.4, -54.4 PSF 8' x 8' + 40.9, -51.0 PSF + 41.4, -51.7 PSF + 41.9, -52.4 PSF + 42.5, -53.0 PSF + 42.9, -53.6 PSF 8' x 10' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 8' x 12' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 8' x 16' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 9' x 6' + 41.4, -52.0 PSF + 41.9, -52.7 PSF + 42.5, -53.4 PSF + 43.0, -54.1 PSF + 43.5, -54.7 PSF 9' x 7' + 40.9, -51.1 PSF + 41.5, -51.8 PSF + 42.0, -52.5 PSF + 42.5, -53.1 PSF + 43.0, -53.7 PSF 9' x 8' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 9' x 10' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 9' x 12' + 39.3, -47.8 PSF + 39.8, -48.5 PSF + 40.3, -49.1 PSF + 40.8, -49.7 PSF + 41.3, -50.3 PSF 9' x 16' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 10' x 6' + 41.1, -51.4 PSF + 41.6, -52.1 PSF + 42.1, -52.8 PSF + 42.7, -53.4 PSF + 43.1, -54.0 PSF 10' x 7' + 40.6, -50.5 PSF + 41.1, -51.1 PSF + 41.7, -51.8 PSF + 42.2, -52.4 PSF + 42.7, -53.0 PSF 10' x 8' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 10' x 10' + 39.5, -48.3 PSF + 40.0, -49.0 PSF + 40.6, -49.6 PSF + 41.1, -50.2 PSF + 41.5, -50.8 PSF 10' x 12' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 10' x 16' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 12' x 6' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 12'x7' + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 12' x 8' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 12' x 10' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 12' x 12' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 12' x 16' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 14' x 6' + 455 -49.4 PSF + 456, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 14'x7' + 39.6, -48.4 PSF + 451, -49.1 PSF + 456, -49.7 PSF + 41.1, -50.3 PSF + 41.6, -50.9 PSF 14' x 8' + 39.2, -47.6 PSF + 39.7, -48.3 PSF + 452, -48.9 PSF + 40.7, -49.5 PSF + 412, -50.0 PSF 14' x 10' + 38. 5, -46.3 PSF + 39.0, -46.9 PSF + 39.5, -47.5 PSF + 40.5 -48.1 PSF + 40.5, -48.6 PSF 14' x 12' + 37.9, -45.2 PSF + 38.5, -45.8 PSF ` + 39.0, -46.4 PSF + 39.4, -46.9 PSF + 39.9, -47.5 PSF 14' x 16' + 37.1, -43.4 PSF + 37.6, -44.0 PSF + 38.1, -44.6 PSF + 38.5, -45.1 PSF + 39.0, -45.6 PSF 15 x 6' + 39.8, -48.9 PSF + 404, -49,6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 15 x 7' + 39.4, -48.0 PSF + 39,9, -48.7 PSF + 40.4, -49.3 PSF + 40.9, -49.9 PSF + 41.4, -50.5 PSF 15 x 8' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 450, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 15' x 10' + 38.3, -45.9 PSF + 38.8, -46.5 PSF + 39.3, -47.1 PSF + 39.8, -47.7 PSF + 40.2, -48.2 PSF 15' x 12' + 37.7, -44.8 PSF + 38,2, -45.4 PSF + 38.7, 45.9 PSF + 39.2, -46.5 PSF + 39.7, -47.0 PSF 15 x 16' + 36.9, -43.0 PSF + 37.4, -43.6 PSF + 37.8, -44.2 PSF + 38.3, -44.7 PSF + 38.7, -45.2 PSF 16' x 6' + 39.6. -48.6 PSF + 40.2, -49.2 PSF + 40,7. -49.8 PSF + 41_2. - 50.5i'SF + 411. -51 0 PSF r 1 + 39.2 -47.6 PSF + 39.7, -48.3 PSF "'+ 402, -48.9 PSF + 457, -49.5 PSF + 412, -50.0 PS'---- 16' x 8' + 38.8, -46.8 PSF + -49.4 PSF + 42.0, -49.8 PSF .1 PSF + 40.3, -48.6 P + 39.6, -46.2 PSF 16' x 10' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 16' x 12' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 16' x 16' + 36.7, -42.6 PSF + 37.2, -43.2 PSF + 37.6, -43.8 PSF + 38.1, -44.3 PSF + 38.5, -44.8 PSF WIND VELOCITY =146 MPH EXPOSURE 'C' DESIGN NOTES 2007 FLORIDA BUILDING CODE, ASCE 7 -05 I =1.0, Kd=0.85, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256*Kz*Kzt*Kd*V*V*I = qh ((GCP)-(GCPW)), GCp1= ;0.18 EXTERIOR (CORNER) ZONE 5 TABLE 2: MEAN ROOF HEIGHTS 20' -0" TO 25' -0" ,mot OPENING SIZE MEAN ROOF HEIGHT 20' -0" 21' -0" 22' -0" 23' -0" 24' -0" 25-0" 8' x 6' + 44.3, -56.0 PSF + 44.8, -56.6 PSF + 452, -57.2 PSF + 45.7, -57.7 PSF + 46.1, -58.2 PSF + 46.5, -58.7 PSF 8' x 7' + 43.8, -55.0 PSF + 44.3, -55.6 PSF + 44.7, -56.2 PSF + 45.1, -56.7 PSF + 45.6, -57.2 PSF + 45.9, -57.7 PSF 8' x 8' + 43.4, -54.2 PSF + 43.9, -54.7 PSF + 44.3, -55.3 PSF + 44.7, -55.8 PSF + 45.1, -56.3 PSF + 45.5, -56.8 PSF 8' x 10' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 8' x 12' + 421, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 8' x 16' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 9' x 6' + 44.0, -55.3 PSF + 44.4, -55.8 PSF + 44.8, -56.4 PSF + 45.3, -56.9 PSF + 45.7, -57.4 PSF + 46.1, -57.9 PSF 9' x T + 43.5, -04.3 PSF + 43.9, -54.8 PSF + 44.3, -55.4 PSF + 44.8, -55.9 PSF + 45.2, -56.4 PSF + 45.5, -56.9 PSF 9' x 8' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 9' x 10' + 42.3,` -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 9' x 12 + 41.7, -50.8 PSF + 42.2, -51.4 PSF + 42.6, -51.9 PSF + 43.0, -52.3 PSF + 43.4, -52.8 PSF + 43.7, -53.3 PSF 9' x 16' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 10' x 6' + 43.6, -54.6 PSF + 44.1, -55.2 PSF + 44.5, -55.7 PSF + 44.9, -56.2 PSF + 45.3, -56.7 PSF + 45.7, -57.2 PSF 10' x 7' + 43.1, -53.6 PSF + 43.6, -54.2 PSF + 44.0, -54.7 PSF + 44.4, -55.2 PSF + 44.8, -55.7 PSF + 452, -56.2 PSF 10' x 8' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 10' x 10' + 42.0, -51.3 PSF + 42.4, -51.9 PSF + 42.8, -52.4 PSF + 43.2, -52.9 PSF + 43.6, -53.3 PSF + 44.0, -53.8 PSF 10' x 12' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 10' x 16' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 12' x 6' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 12' x 7' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 12' x 8' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 12' x 10' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43 0 -52.1 PSF + 43 4, -52.6 PSF 12' x 12' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42 .4, -50.9 PSF + 42 8, -51.3 PSF 12' x 16' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 14' x 6 + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 14' x 7 + 42.0, -51.5 PSF + 42.5, -52.0 PSF + 42.9, -52.5 PSF + 43.3, -53.0 PSF + 43.7, -53.5 PSF '` + 44.1, -53.9 PSF 14' x 8' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF + 432, -52.6 PSF + 43.6,' -53.0 PSF 14' x 10' + 40.9, -49.2 PSF + 41.3, -49.7 PSF + 41.7, -50.2 PSF + 42.1, -50.6 PSF : + 42.5, -51.1 PSF + 42.9, -51.5 PSF 14' x 12! + 40.3, -48.0 PSF + 457, -48.5 PSF + 41.1, -49.0 PSF + 41.5, -49.4 PSF + 41.9, -49.9 PSF +42.2 -50.3 PSF 14' x 16' + 39.4, -46.1 PSF + 39.8, -46.6 PSF + 402, -47.1 PSF + 456, -47.5 PSF + 40.9, -48.0 PSF + 41.3, -48.4 PSF 15 x 6 + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 15 x 7' + 41.8, -51.0 PSF + 42.3, -51.5 PSF + 42.7, -52.0 PSF + 43.1, -52.5 PSF + 43.5, -53.0 PSF + 43.8, -53.5 PSF 15' x 8' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 15' x 10' + 40.7, -48.7 PSF + 41.1, -49.2 PSF + 41.5, -49.7 PSF + 41.9, -50.2 PSF + 42.3, -50.6 PSF + 42.6, -51.1 PSF 15' x 12' + 40.1, -47.5 PSF + 40.5, -48.0 PSF + 40.9, -48.5 PSF "+ 41.3, - 49.0 PSF + 41.7, -49.4 PSF + 42.0, -49.8 PSF 15 x 16' + 392, -45.7 PSF + 39.6, -46.2 PSF + 450, -46.6 PSF + 453, -47.1 PSF + 457, -47.5 PSF + 41.1, -47.9 PSF 16' x 6' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF +43.8, -53.6 PSF : +44.1,- -54.1 PSF 16' x 7' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 42.5, -51.6 PSF + 42.9, -52.1 PSF +'43.2, -52.6 PSF + 43.6, -53.0 PSF 16' x 8' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 16' x 10' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 16' x 12' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 16' x 16' + 39.0, -45.3 PSF + 39.4, -45.8 PSF + 39.7, -46.2 PSF + 40.1, -46.6 PSF + 40.5, -47.1 PSF + 40.8, -47.5 PSF CV Z W) WW z_ 0a Z�W 2 z W 0 0 z 0 J IO 0 H 0 J ASCE 7 -05 WIND PRESSURE VALUES FOR GARAGE DOORS o 8 0 LL LL m co w 0) REVISE FOR 07 FBC COPYRIGHT ENGINEERING EXPRESS SKU 5197 SCALE: 101 PAGE DESCRIPTION: f OF J