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WS-11-748Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160316 Scheduled Inspection Date: June 06, 2011 Inspector: Bruhn, Norman Owner: ROSENBERG, JOAN Job Address: 9816 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: PRESTIGE BUILDERS CORP Permit Number: WS -4 -11 -748 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 0 -- 1131010330020 Phone: (305)821 -5498 Building Department Comments REPLACE ENTRY DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160266. Door does not meet the design wind loads with in swing configuration. NB June 03, 2011 For Inspections please call: (305)762 -4949 Page 16 of 26 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 APR 292611 BUILDING Permit No.LJ PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ------�� OWNER: Name (Fee Simple Titleholder): ✓°-- 4""Q 05e.�SQCe) Phone#: Address: 7/7,3 veO�J72-z e-0 12i2t de. y City: /-X State: ,�- Zip: _..?--/38/' Tenant/Lessee Name: Phone#: Email: ' se' 3 60 (P_AvaG. Co.,,, JOB ADDRESS: 9g/6 /Il - City: Miami Shores County: Miami Dade Zip: 337J Folio/Parcel #: /./.3/ ' /D.5.3CYJ Z® Is the Building Historically Designated: Yes CONTRACTOR: Company Name: NO X Flood Zone: Address: ,#rgJ 1441 9 Z ��- City: State: Zip: •73016 Qualifier Name: V /re-" 6cf' Phone#: State Certification or Registration #: Ca ,'j 3/ f Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone#: 784. Z7G . zZ Value of Work for this Permit: $ `°®� Square/Llnear Footage of Work: Type of Work: ()Address OAlteration� �-- ONew ,Repair/Replace UDemolition Description of Work: C/- COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: irr rack*** * *,r *** *, * ** *,ra r,x **** ****Fees t *er r*** rk*Vnr*,r,o- * ****** r inr,r r * *,r*,r*ir**t * o b Submittal Fee $ &.) • 0 Permit Fee $ / /f� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ `' 'OD 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 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 e:rceeding $2500, the applicant muss promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also. a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (T) days after the building permit is issue in the absence of pasted notice, the inspection wil ; t be a einspection fee,,will be charged. Signature Own - r or Agent The forego' s instrument was acknowledged befo day of h, L 20 , f, b y --- who i me this or who has produced As identification a NOTA S' Print: My Cgtitmiscion Expires: mlyRIO/pike an oath. sr) MCkiv;i4 ?ar�bSP • Signature Contractor The foregoing instrument was acknowledged before me this' day of C , 20 /1, by glielZ �P�Ae, . who iilnally knowAo me or who has produced dentiticati •� and who d. t: Ink oath. �� / /�� MCA-I/���'�i : S!OjN4p �ti • w NOTAR Sign: Print: My Com ssion Expires: *************k**** *�e**** *Iti*** * c*** ***********roar*,nrrr *,rir***** Into************ *************,rS���i�t���t ***** ** y APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rcrita:41 07 /10 /07)(Revised 06/I0/20091(Rcriscd 3/15/09)(rcv6/4110) Florida Building Code Online SOS Home Log In User Registration IMU$rrr PLANHR SING whirrltaazY LoPMBNT OE OF Product Approval USER: Public User Page 1 of 1 Hot Topics Submit Surcharge Stats & Facts j Publications FRC Staff ', BCIS product Approval Moroi > product or Apolica Ion Search > Application List BY: `�-- Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use In HVHZ Impact Resistant Other 2007 FL# ALL Product Manufacturer Exterior Doors Subcategory ALL Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure ALL ALL ALL ALL ALL Refine Search 4904 Masonite International ALL ALL ALL ALL ALL ALL Search Results - Applications FL# Type Manufacturer FL4904- R4 History Revision Masonite International Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies alodated By, Status National Accreditation & Management Institute, (804) 684 -5124 Approved s "Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Deparenent of Communtty Affairs Florida &Mang Code OaOne Codes end Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 @ 2000 -2010 The State of Florida. All rights reserved. Etimiltazoist I Coovrtaht Statmomd 1 AsmilatifullatannS 1 P1u -in Software 1 r�a.,mar ee..nsa e.....av I bldg Product Approval Acceptor CITY COPY http : / /www.floridabuilding.org /pr /pr app lst.aspx It t.lI CT TO COMI't IANCE WITH ALL FEDERAL I AI I AND COUNTY MULES AND REGULATIONS 4/21/2011 Florida Building Code Online Page 1 of 4 RCS Home Log In User Registration Hot Topics Submit Surcharge Stets at Facts Publications I FBC Staff ! BCIS Site Map Links Search itierwmirrr Reit & COMMuPr LoPMEH1. GE L7F EGRETAR Product Approval USER: Public User product Approval Menu > Product or Apolkatlon Search > Aopllcation List > Application Detail FL # FL4904 -R4 Application Type Revision Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission If necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/EmaII One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Technical Representative Address /Phone/Emall Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A http : / /www.floridabuilding.org/pr /pr app dtl. aspx7 param= wGEVXQwtDgteluIwHNbblSc... 4/21/2011 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2010 12/16/2010 12/22/2010 Page 2 of 4 Summary of Products IFL • Model, Number or Name Description 4904.1 Wood -edge Steel Side - Hinged Door Units 6' -8° Opaque I/S and O/S Single Door Limits of Use Approved for use In HVNZ: Yes Approved for use outside HVHZ: Yes impact Resistant Yes Design Pressure: +76.0/ -76.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0° x 6' -8° max nominal size. When large missile Impact resistance Is required, hurricane protective system Is NOT required. See DWG- MA-R.0128-0S for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0128.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 504A.pdf Created by Independent Third Party: Yes 4904.2 Wood -edge Steel Side - Hinged Door Units 8' -0° Opaque I/S and O/S Single Door Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/ -70.0 Other. Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0° x 8' -0° max nominal size. When large missile Impact resistance Is required, hurricane protective system Is NOT required. See DWG - MA-FL0129-05 for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 installation Instructions FL4904 R4 II FLO129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 503A.pdf Created by Independent Third Party: Yes 4904.3 Wood -edge Steel Side - Hinged Door Units 6' -8° Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +55.0 / -55.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. When large missile Impact resistance Is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG -MA- FL0128-05 for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FLO128.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A.pdf Created by Independent Third Party: Yes 4904.4 (Wood -edge Steel Side- Hinged Door Units 8' -0° Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/ -50.0 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12` -0° x 8' -0° max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf Created by Independent Third Party: Yes http : / /www.floridabuilding.org/pr /pr app dtl. aspx` 1parani= wGEVXQwtDgtelulwHNbblSc... 4/21/2011 Florida Building Code Online Page 3 of 4 panels, but Is required on glazed panels. See DWG -MA- FL0129 -05 for details. 4904.5 Wood -edge Steel Side- Hinged Door Units 8' -0° Opaque O/S w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/ -45.0 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 8' -0° max nominal size. When large missile Impact resistance Is required, hurricane protective system Is NOT required on opaque panels, but is required on glazed panels. See DWG -MA- FL0129-05 for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.pdf Created by Independent Third Party: Yes 4904.6 (Wood -edge Steel Side- Hinged Door Units 6' -8° Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: +50.5/ -50.5 Other: Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 6' -8° max nominal size. When large missile Impact resistance Is required, hurricane protective system Is required. See DWG -MA- FLO130 -05 for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FLO130.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A.pdf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side- Hinged Door Units 8' -0° Glazed I/S Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0 /-45.0 Other. Evaluated for use In locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0° x 8'-0° max nominal size. When large missile Impact resistance Is required, hurricane protective system Is required. See DWG -MA- FL0131-05 for details. Certification Agency Certificate FL4904 R4 C CAC NI006110- R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FLO131.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Report FL4904 R4 AE 501A.pdf Created by Independent Third Party: Yes 4904.8 Wood -edge Steel Side - Hinged 1' -0° Glazed 0/S Door w/ or w/o Sidelites Door Units Limit of Use 'Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R4 C CAC NI006110- R4.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 12/31/2014 Design Pressure: +45.0/ -40.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4904 R4 II FLO131.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12' -0° x 8' -0° max nominal size. FL4904 R4 AE 501A.pdf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system Is required. See DWG -MA- FLO131 -05 for details. Back Next Department °t eOmmw*av Af eas http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgteluIwHNbblSc... 4/21/2011 Florida Building Code Online Page 4 of 4 Florida Bulling Coda Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 m 2000-2010 The State of Florida. Ail rights reserved. Privacy Statement 1 csuralablaBionnt I Asmalkatalltsmsat 1 Piuc-0n Sofware 1 Customer 5ervlce Survey I COetatt Us Product Approval Accepts: Wo SCCuritY t: _s CEFt , http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgtelulwHNbblSc... 4/21/2011 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006110 -R4 Page 6 07/23/2005 12/31/2014 11/16/2010 Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202 -94 The "Notice of Product Certification" is only valid if the NAM1 Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM1's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single g I/S Glazed 3'0" x 8'0" +40/ -45 2.86 psf No NCTL -210- 3125 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0131 -05 X Single g O/S Glazed 3'0" x 8'0" +45/ -40 6.75 psf No NCTL -210- 3125 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0131 -05 XX Double I/S Glazed 6'0" x 8'0" +40/ -45 2.86 psf No NCTL- 210 - 3125 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0131 -05 XX Double O/S Glazed 6'0" x 8'0" +45/ -40 6.75 psf No NCTL- 210 - 3125 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0131 -05 XO /OX Single w /Sidelite I/S Glazed Door Glazed Sidelite 6'0" x 8'0" +40/ -45 2.86 psf Door -No Sidelite -No NCTL -210- 3125 -I Maximum Anchor Det Panel ize: L0131 05 XO /OX Single w/Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 8'0" +45/ -40 6.75 psf Door -No Sidelite-No NCTL -210- 3125 -I Maximum Anchor Detail- MA- FL0131 05 _ OXO Single w /Sidelites I/S Glazed Door 1 Glazed Sidelites 9'0" x 8'0" +40/ -45 2.86 psf Door -No Sidelites -No NCTL -210- 3125 -I Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA -FLO 13105 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 8'0" +45/ -40 6.75 psf Door -No Sidelites -No NCTL -210- 3125 -1 M nchorDetaillMxe:3'031 05 OXXO Double w /Sidelites I/S Glazed Doors Glazed Sidelites 12'6" x 8'0" +40/ -45 2.86 psf Doors -No Sidelites -No NCTL -210- 3125 -1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0131 -05 OXXO Double w /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 8'0" +45/ -40 6.75 psf Doors -No Sidelites -No NCTL -210- 3125 -I Maximum Panel Size: 3'0" x 8'0° Anchor Detail- MA- FL013105 National Accreditation & Management Institute, Inc /4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: NAMI NOTICE OF PRODUCT LINE CERTIFICATION oC RTI%, 1G, Nr The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. Certification No.: Date: Revision Date: Certification Program: Company: Code: NI006110 -R4 Page 1 07/23/2005 11/16/2010 Structural Masonite International M -703 -1 The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertitication.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Wood -Edge Steel Side - Hinged Door Units Test Report: NCTL- 210 - 2929 - 1/210- 2930 - 1/210 -2930- 7/210- 2930 - 7/210- 3121 -1/ 210 - 3123 - 1/210 - 3125 -1 /210- 3461 -1 /CTLA -919W Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners coped, butted, and sealed using three 2" long wire staples (.04375 "). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber with a pine cap and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip -lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass and aluminum, steel or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.017 "(6'8" height) or 0.020 "(8'0 "height) thick galvanized steel facings. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: Certification No.: NI006110 -R4 Page 2 ODL or Specialty Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Miami -Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA #07- 0801.05 and ETC Test Report Number ETC -02- 797 - 12517.1. 3.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials- Report No. 15977- 104313. 3.3 Anchor Calculations for: Anchor Performance Calculation Report - Performed by Luis R. Lomas, P.E. (Florida No. 62514). 3.4 National Accreditation & Management Institute, Inc. W -1416. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (804) 684 -5124. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 NOTICE OF PRODUCT CERTIFICATION Certification No.: Certification Date: Expiration Date: Revision Date: Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 NI006110 -R4 Page 3 07/23/2005 12/31/2014 11/16/2010 Product: Wood -Edge Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201- 94/202 - 94/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single I/S Opaque 3'0" x 6'8" +76/ -76 2.86 psf Yes NCTL -210- 2929 -1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO 128-05 X Single O/S Opaque 3'0" x 6'8" +76/ -76 8.25 psf Yes NCTL -210- 2929 -1 Maximum Panel Size: 3'0" x 6'8 " Anchor Detail-MA-FLO 128-05 XX Double 1/S Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NCTL -2I0- 2930 -I Maximum Panel Size: 3'0° x 6•8" /Sidelite: 3'0' x 6•8' Anchor Detail- MA- FL0128 -05 XX Double O/S Opaque 6'0" x 6'8" +55/ -55 8.25 psf Yes NCTL -210- 2930 -I Maximum Panel Size: 3'0" x 61- /Sidelite: 3'0" x 6'8" Anchor Detail- MA- FLO128 -05 XO /OX Single w /Sidelite US Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -55 2.86 psf Door -Yes Sidelite -No NCTL -210- 2930 -I Maximum Panel Size: 3'0" x 6'8'YSidelite: 3'0" x 6'8" Anchor Detail- MA- FLO128 -05 XO /OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -55 8.25 psf Door -Yes Sidelite -No NCTL - 210 - 2930 -1 Maximum Panel Size: 3'0" x 6'8'" /Sidelite: 3'o" x 6'8" Anchor Detail- MA- FLO128 -05 OXO Single w /Sidelites 1/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -55 2.86 psf Door -Yes Sidelites -No NCTL -210- 2930 -1 Maximum Panel Size: 3'0" x 6'8" /Sidelite: 30" x 6'8" Anchor Detail- MA- FL0128 -05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -55 8.25 psf Door -Yes Sidelites -No NCTL- 210- 2930 -1 Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8'° Anchor Detail- MA- FLO128 -05 OXXO Double w /Sidelites i/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 2.86 psf Doors -Yes Sidelites -No NCTL -210- 2930 -I Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6 °8" Anchor Detail- MA- 1'10128-05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 8.25 psf Doors -Yes Sidelites -No NCTL -210- 2930 -1 Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8°' Anchor Detail- MA- FL0128 -05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684- 5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006110 -R4 Page 4 07/23/2005 12/31/2014 11/16/2010 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201- 94/202 - 94/203 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single g I/S Opaque 3'0" x 8'0" +70/ -70 2.86 psf Yes NCTL: 2I0- 3121- I /CTLA919W Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0129 -05 X Single g O/S Opaque 3'0" x 8'0" +70/ -70 10.5 psf Yes NCTL - 210 - 3121- 1 /CTLA919W Maximum Panel Size: 3'0" x 8'0" Anchor Detail- MA- FL0I29 -05 XX Double I/S Opaque 6'0" x 8'0" +45/ -50 2.86 psf Yes NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0 " Anchor Detail- MA- FL0129 -05 XX Double O/S Opaque 6'0" x 8'0" +50/ -45 6.75 psf Yes NCTL - 210 - 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Detail- MA- Ft-0129 -05 XO /OX Single w /Sidelite I/S Opaque Door Glazed Sidelite 6'0" x 8'0" +45/ -50 2.86 psf Door -Yes Sidelite -No NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'O" x 8'0" Anchor Detail- MA- FLO129 -05 XO /OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +50/ -45 6.75 psf Door -Yes Sidelite -No NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0129 -05 OXO Single w /Sidelites I/S Opaque Door Glazed Sidelites 9'0" x 8'0" +45/ -50 2.86 psf Door -Yes Sidelites -No NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0129 -05 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" +50/ -45 6.75 psf Door -Yes Sidelites -No NCTL -210- 3123 -I Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8.0" Anchor Detail- MA- FLO129 -05 OXXO Double w /Sidelites VS Opaque Doors Glazed Sidelites 12'4" x 8'0" +45/ -50 2.86 psf Doors -Yes Sidelites -No NCTL -210- 3123 -1 Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0" Anchor Detail- MA- FL0129 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +50/ -45 6.75 psf Doors -Yes Sidelites -No NCTL -210- 3123 -1 Maximum Panel Size: 3.O" x 8.0" /Sidelite: 3'O" x 8'0- Anchor Detail- MA- FL0129.05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: NI006110 -R4 Page 5 Certification Date: 07/23/2005 Expiration Date: 12/31/2014 Revision Date: 11/16/2010 Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202 -94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single I/S Glazed 3'0" x 6'8" +50.5/ -50.5 2.86 psf No NCTL- 210 - 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Delail- MA- FLO130 -05 X Single O/S Glazed 3'0" x 6'8" +50.5/ -50.5 7.60 psf No NCTL - 210. 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FL0130 -05 XX Double I/S Glazed 6'0" x 6'8" +50.5/ - 50.5 2.86 psf No NCTL - 210 - 2930 -7 Maximum Panel Size: 3'0" x 6'8'" Anchor Detail- MA- FLO130 -05 XX Double O/S Glazed 6'0" x 6'8" +50.5/ -50.5 7.60 psf No NCTL.- 210. 2930 -7 Maximum Panel Size. 3'0" x 6'8° Anchor Detail- MA- FL0130 -05 XO /OX Single w /Sidelite I/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 2.86 psf Door -No Sidelite -No NC TL- 210 - 2930 -7 MA- WL0115/16/17/18/19)2012! -02 Maximum Panel Size: 311" x 6'8" Anchor Detail- MA- FL.0130 -05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 7.60 psf Door -No Sidelite -No NCTL -210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLOI30 -05 OXO Single w /Sidelites US Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 2.86 psf Door -No Sidelites -No NCTL -210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FL0130 -05 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 7.60 psf Door -No Sidelites -No NCTL -210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLO130 -05 OXXO Double w /Sidelites US Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ - 50.5 2.86 psf Doors -No Sidelites -No NCTL -210- 2930 -7 Maximum Panel Size: 3'0" x 6'8" Anchor Delail- MA- FLO130 -05 OXXO Double w /Sidelites O/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ -50.5 7.60 psf Doors -No Sidelites -No NCTL -210- 2930 -7 Maximum Panel Size: 3'O' x 6'8" Anchor Detail- MA- FLO130 -05 X Single I/S Glazed Ventlite 3'0" x 6'8" +55.0/ -55.0 2.86 psf No NCTL - 210 - 3461 -I Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLO130 -05 X Single O/S Glazed Ventlite 3'0" x 6'8" +55.0/ -55.0 0.0 psf No NCTL - 210 - 3461 -I i m Panel Size: 3'0" x 6'8" Anchor Detail- MA- FLO130 -05 National Accreditation & Management Institute, IncJ4794 George Washington Memorial Hig aye VA 23072 Tel: (804) 684- 5124/Fax: (804) 684 -5122 NAMI AUTHORIZED SIGNATURE: til.//tadvwGLY° SIDE- HINGED WOOD -EDGE STEEL DOOR UNIT 6'-r DOUBLE DOOR WIT H /WITHOUT SORTIES l 1. EVALUATED FOR USE IN LOCATIONS ADNERNO TO THE FLOWER MAWS COW NO WERE PRESSURE REwr1REAmOS AS OEIEWORED BY ASCE 7, A@168TI 0ESIGN ILADS FOR BU¢DDF69 AHD 07555 STRUCWE9, DOES NOT EXCEED THE DESIGN PRESSURES USTEO. 2. HURWCAt1E P507501NE SOW (SORTERS) IS POT WOWED ON 0PA01Y PANELS. BUT 6 MOWER 014 GAZED WEINER 3. POLr8RE7HNiE 0015 FIRE SPREAD DOES OF 50 AND STOKE 0E4El0PED MDR OF 50 PER ASTN F94. 4. WRNS 7ES= OF LITE FRAYS MATERIM TEST DE5CRP1105 MATTON RESULT SELF 400755 TNP ASTI/ 01929 740 7 a 850 7 RATE OF SURENG 9001E DENSITY ISM 0835 AST& 02843 0.77 54 /4414 13As TENSILE STRENGTH. ASTM D838 7.Om[ 02! • WIGARRNE TOOLE STRENGTH AFTER WEATHERING 4500 HORS XENON ARC METHOD 1 .D D Do mo DD DD as DD DD Altag-RCAZLIM DOUBLE DOOR U4& N5. erram OR TAG.E OF CONTENTS SHEET / ETON 2 3 TTT AL E1fl'A1tONS_ &_GENEPN. NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & MAW 5390390091/ 0 n® DD • DD 00414+ c 000.4 Lam' wJ5DELn DD 0D .D D DD SAYGLE DOER 1751/ 9NOLE COOK UNIT sgiatEmmuscrzemzuss 2183:1_552111.11E 21' MAX D.LO. �•iu�r.�r rr� ©E�r•1 odT.Eira 0�lS�C":£J�= @J�'k]iCS�yfJ�- tIS�iff.. El iLftl! 149' UK OM' 38.375' MAX. r IV /ASTRAGAL ME 199711 r FuaiE �DTH �i 7�-� ZUMI�. i3Li L C MME!7I W/L- . iiIb7.�tZ71lS- tf[7�LS� 1.51 1IIWI t'.1(L>•iL: X43: o m V V 0 n® DD • DD 00414+ c 000.4 Lam' wJ5DELn DD 0D .D D DD SAYGLE DOER 1751/ 9NOLE COOK UNIT sgiatEmmuscrzemzuss 2183:1_552111.11E •K FLORIDA BALTHAZOR 5 156 046 7/ 1 /05 MALE 5.55. a9. 00 WS ERMA Mt seer 1 47 7 WHERE WATER •. PERFORMANCE IS ,.. TO BE 1'r OF DESIGN - ' �• r �•iu�r.�r rr� ©E�r•1 odT.Eira 0�lS�C":£J�= @J�'k]iCS�yfJ�- tIS�iff.. El iLftl! ;.• 1 ice :1 ikldZf741 1C7L3:.ALVA ��E"- �FJ/�37 �7QzE7a ll,.7Cf5lMME10749Of:EL7/111011 NA:ELA 1fF i'li3:0E7 �i 7�-� ZUMI�. i3Li L C MME!7I W/L- . iiIb7.�tZ71lS- tf[7�LS� 1.51 1IIWI t'.1(L>•iL: X43: •K FLORIDA BALTHAZOR 5 156 046 7/ 1 /05 MALE 5.55. a9. 00 WS ERMA Mt seer 1 47 7 r ME SETA'. 3- - `. 6• 3' SEE DETA&L 3. 3' 6 3• .4 1 0- 6• 3• - 6• o-- 1 3• 6• 3* r r SEE DETAIL 88 x 2 -1/2° #10 x 2" #10 x 5/8" 18 x 2 -1/2° 110 x 5/8" /10 x 2" DETAIL °D° INSWING THRESHOLD -r1 6- DETAIL "C" 2E1 1AIL °E " ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.9621 Tom"' OUTSWING THRESHOLD XffitaNNOMI Ssimals r N1404110� lJ ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375° THROW DETAIL ASTRAGAL MUM mama MOM MUMS TYPICAL GLAZING DETAIL aw 7/ 1/05 seas N.TS O ett swS CRIL 96 CRGfO ICU ORi WA• 10128 -08 mar 2 or 3 SEE IETAII. C" 9ff. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA 062514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD. AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE $10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2° MINIMUM EMBEDMENT. 114E TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 °. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4° X 4° FULL MORTISE BUTT HINGES TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.28" TYPICAL MASONRY ANCHOR INSTALLATION Atits�1)tY11 Os Soikelbz oor. a- oa hp. m orm 7/1/05 saw N.TS aunt ar: SwS Cat fire macaw ■W 0110- 401- Fl.o12s 44 sus or ,_3_ Luis R. Lomas P.E. 1432 Wo dfo d Rd Lewisville, NC 27023 336-845-9695 Manufacturer. Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 A2IA2 Anchor Locations• 79.25 Design pressure: 85.0 psf Zone Area Area iflzi Load Ps) Ind. 070 O.C. (h) Result Cap. cam) Load tom) Al , 2.3 195 WA WA 171 2 98 OK Ax 8.9 753 6.00 18.00 171 5 151 OK 38.38 18.19 8.00 TYP. 8.00 TYP. 79.25 13.45 MAX. O.C. — 8.00 I 1 I Note: Anchor locatlons indicated In this document are the minimum required for the described product exposed at the design pressure Indicated herein. 2 of 2 TAT OF i4 . , 4r� °0'�F•'64ORItt Glb:• ',,,`Y ONAj1�aN`�� Luis R. Lomas P.E. FL No.: 82514 1R/2010 A2 A2 / Al Luis R. Lands P.E. 1432 Woodford Rd LewisvUio, NC 27023 336-9459696 Manufacturer. Masonite Report #: 504A Date: 12%29/09 Product Single Door §EQES This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and It applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG- MA- FL0120-05 DWG- MA- FL0130 -05 DWG -MA FL0153 -06 DWG- MA- FL0122 -05 DWG -MA FL0132 -05 DWG- MA- FL0155-06 DWG -MA FL0124-05 DWG- MA- FL0134 -05 DWG -MA: FL0156 -08 DWG- MA- FL0126-05 DWG -MA FL0140-05 DWG- MA- FL0160-07 DWG-MA-R.0128-05 DWG- MA- FL0151-06 DWG -MA FL0162 -07 ,Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" FFW Tapcon, for masonry Installation Anchor capacity In shear condition: Fastener type: #10 woad screw Side member: Douglas Fir-Larch Side member thickness: t.: 1.000 in Side member dowel bearing strength: Minimum required penetration: Duration Factor: F.= 4,650 psi 1.330 in Co = 1.6 Allowable Design Value: Z'• 171 Ibs/anchor DWG-MA-F101613-07 DWG- MA- FLO170 -07 DWG- MA- FL0172 -07 DWG-MA- FL0174 -07 DWG-MA FL0175-07 (NbS 2005,11.3) Main member: Spruce-Pine -Fir Main member thickness: t„= 1.500 in Main member dowel bearing strength: P.= 3,350 psi Screw bending yield strength: Fm, : 80,000 psi Tabulated lateral design value: Z= 107.0 rbs Mode IV Fastener type: Substrate: Minimum embedment Minimum edge distance: Tabulated shear design vale: Minimum edge distance: Tabulated shear design value: Actual edge distance: Design value per interpolation: Allowable Design Value: Z= Z= Z= Z'= 3/16° ITV Tapcon Hollow block 125 in 1.13 in 1128s 2.63 in 197 Ibs 2.50 in 189 Ibs 189 Ibs/micha, N.O.A. 07- 112610 Minimum C to C spacing: Actual C To C spachg: C to C spacing factor: 225 in 3.00 in 1.00 Mftdnunn anchor capacity: 171 ibs/ancher Note: Anchors with tho least capacity is used farcaiculatlons to qualify anchors with highercaPaclty. Anchor celcx►latana. minimum nraulrad anclmrs Pr_eswwe ennbwt sty wittk_6oarto threshold. 36.38 t fi 7925 Single. Pressure away from stops: 36.38 f1 Al Al 7925 Design pressure: 85.0 psf Zone Area (ftz) Load (bs) Ind. ion) Max. O.C. (M) Anchor Result Cap. (M) qty Load (ms) Al 2.3 195 WA WA 171 2 98 OK AZ 7.7 656 6.00 18.00 171 5 131 OK beslgn pressure 85.0 psf Zone Area Load Ind. Max. O.C. Anchor Result Cap. qty Load () () M) M) (ms) ( ) Al 10.0 851 6.00 18.00 171 5 170 OK \`5 Ri I IL10��i /i Z.: *0 f STATE OF • �'A • , kl Luis R. Lomas P.E. o� , ,,e cP �. FLNo.:62514 tF ;4OR10 • . 1/7/2010 /%S/O��G NAL • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 _ 50 25 30 35 0 - 15 ft -50.4 -49.2 +46.5 +452 -48.3 +44.4 -47.6 +43.7 - 47.1 +43.1 -46.6 +42.7 -46.2 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft -51.1 -49.8 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46.2 +422 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 47.3 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 - 50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 - 50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46,3 -50.3 +45.9 26 ft -56.6 -552 +522 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 - 53.2 +48.7 - 52.7 +48.2 -52.3 +47.8 -51.9 +47,4 30 ft - 58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59,1 57.7 +54.5 +53.1 - 58.7 +52.0 -55.9 +51.3 - 552 +50.8 -54.7 +50.1 - 542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49.4 36 ft -80.6 - 59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 +57.7 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft -63.8 -62.3 +56.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 -62.8 +59.4 +57.8 -61.7 +56.7 -60.8 +55.8 -80.1 +55.1 -59.6 +54,5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -64.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 r -58.7 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -68.0 - 84.4 +60.8 +592 - 63.3 +58.1 -82.4 +572 51.7 +56.5 -61.0 +55.9 50.5 +55.4 -60.1 +54.9 -59.8 +54.5 56 ft -66.5 - 84.9 +61.3 +59.7 - 63.7 +58.5 -62.9 +57.7 52.1 +56.9 -61.5 +56.3 - 81.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft 57.5 - 65.8 f +62.2 +60.6 -84.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 z �n 0 REMARKS (NIT ISSUE DRWN CL CHKD FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 -59.8 +452 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.8 +42.9 -53.9 +42.5 -532 +42.2 18 ft 54.6 +48,3 - 62.1 +47.0 -60.3 +48.1 -58.9 +45.4 -57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft 56.1 +49.4 - 63.5 +48.1 - 61.6 +47.1 -602 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft - 67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 -64.1 +49.0 - 62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft 69.8 +522 -67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 - 62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 - 86.2 +50.6 - 64.6 +49.8 - 63.4 +492 - 62.3 +48.7 - 81.4 +482 -80.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 - 692 +52.3 - 67.1 +51.3 - 65.6 +50.6 -64.3 +49.9 -83.2 +49.4 52.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 - 66.5 +51.3 - 65.2 +50.6 -84.1 +50,1 - 63.1 +49.6 -62.3 +492 -81.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -64.0 +502 53.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 - 65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 - 662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +582 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +521 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -728 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 -67.3 +53.1 56.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56,7 -72.4 +55.8 -71.0 +55.1 -69.8 +54,5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 89.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85, SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1=+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5 IF AT AU. IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. i ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885