The URL can be used to link to this page

Home My WebLink AboutEngineering i Florida Aluminum- Engineering, Inc. January 18, 2022 East Coast Aluminum 913 Edwards Road Fort Pierce,FL 33771 Re: 5500 St. Lucie Blvd. Lot n-4 Fort Pierce, F134946 In Care Of: Respective Building Inspector Our offce was requested to review the that the Steel Walk Door can be attached to the Aluminum Frame Structure as it was engineered, and that it meets the standards of Section 104.11 of the 2020 Florida Building Code. After reviewing the Florida Product Approval FL22513.6, I have determined that the door frame anchorage fasteners to the Aluminum frame#12 x 2-1/4" sms at the jamb and header can be used as an alternative to the# 10 wood screws called for in the Florida Product s Approval installation. This also meets the standards of Section 104.11. Should you have any questions, please do not hesitate to contact our office at your earliest convenience. ```tttttttmUq�q��i Regards, ��. o i os NO. 46043 STATE OF %"'AO ,off O P •<v�Q: Thomas P. Arnett, P.E. s••.., . as Arnett Fl. Reg#: 46043 4 TONAL E ��` '00'05- 10"�+41212022.01 .18 Florida Aluminum Engineering, Inc 5601 Mariner Street,Suite 240 Tampa,FL 33609 Tel:813.374.2403 Fax:813.374.4516 FL Business Registry Lic.No.32807 • m a _ y Qr BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links i Search I Florida �,�. k' Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �' r 19 0, FL# CAppr 3-R3 Application Type n Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category :Exterior Doors Subcategory ging Exterior Door Assemblies Compliance Method Certifica I Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval Date Approved 11/17/2020 Summary of Products FL# Model,Number or Name Description 22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.01-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0212.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system is required. FL22513 R3 AE 514008B.pdf Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.04-RI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 8'-0"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514009B.pdf required. See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes 22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +45/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.p! f Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels,but is required on glazed sidelites. See Created by Independent Third Party: Yes DWG-MA-FL0215 for details. 22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.04-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +50/-45 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0215.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not required FL22513 R3 AE 514007B.pdf on opaque panels,but is required on glazed sidelites.See Created by Independent'Third Party: Yes DWG-MA-FL0215 for details. 22513.5 Wood-edge Steel Side-Hinged Door 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.06-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0217.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports resistance is required,hurricane protective system is required. FL22513 R3 AE 514007B.pdf Se DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.E Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0"x 6'-8"max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R3 AE 514010B.pdf required. See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes 22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2025 Design Pressure: +55/-55 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0211.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Parry: pressures listed. 12'-0"x 6'-8" max nominal size. When impact Evaluation Reports resistance is required,hurricane protective system not required FL22513 R3 AE 514008B.pdf on opaque panels,but is required on glazed sidelites.See Created by Independent Third Parry: Yes DWG-MA-FL0211 for details. 22513.8 Wood-edge Steel Side-Hinged Door V-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22513 R3 C CAC NI013747.03-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R3 II FL0214.pdf Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size.When impact Evaluation Reports resistance is required,hurricane protective system is required. FL22513 R3 AE 514008B.pdf See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes Bactc Ne;<t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe 1„1 NI�►SOIVITC. 149'MAX. OVERALL FRAME WIDTH 00 8 Q O 21" MAX 36.375" MAX. _1 Q co WOOD-EDGE STEEL DOOR UNIT —D.L.O.-- pgNEL WIDTH 37.5" MAX. � O 8'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH o _J V)O GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® ® ® a Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � n 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION co OR THE HIcc! X O �N LLJI HURRICANEGURRI PROTECTIVE VELOCITYCANE IS NOT REQUIRED), ON OPAQUE 5= ¢p PANELS, BUT IS REQUIRED ON SIDELITES. �=i _j _ 0 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. a 4. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP ASTM D1929 740'F > 650 'F ' RATE OF BURNING ASTM D635 0.77 IN MIN a g SMOKE DENSITY ASTM D2843 13.4.K q% m TENSILE STRENGTH* ASTM D63B 7.1% DIFF � �L'j�N • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING = ! Aj 4500 HOURS XENON ARC METHOD 1 25 DOUBLE DOOR UNIT W/SIDELITES 0 a } �tn Nm ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® 0 a ui Oc � V 1 DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DDOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE N°r w °p iO Qo WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z—SERIES 0 S HIGH DAM O S T4 O S HP BUMP 0 S X 37.5 M+70.O -70.0 +70.0 -70.0 N A -_260.0 30 -300..00 ++5500..00 ---555000...000 +50.0 NN AA NN AA-50.0 XX 74 N A 0.0 + 0.0 M1E m a z OX or XO . + 00 N/A 20.0 0.0 +50.0 OXO 112.5 N A +20.0 -20.0 +30.0 5126177 OXXO 149 &09f� s slILE, N.T.S. AddvAmtoW l� Mr.BY. SINS TABLE OF CONTENTS SHEET III DESCRIPTION C 11Nw- r C- 9Y: KURT BALTHAZOR ot:AmNc NO.: 1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. DWG-MA-FL0211-17 2 ANCHORING LOCATIONS & DETAILS �f56533 3 ANCHORING LOCATIONS & DETAILS srEET 1 of 3 goo 6" SEE DETAIL 3' - 6' ¢ Q 3" 3" Z (D J 3" - 3" rk 3" —3" O I:r I`s" 6"�1 s. s"�1 I _�s" 6" O Q `o o n a U Lo Ln n Z rni _ c' - - 1M. U)U n w n SEE DETAIL ��hh r� 1n"D' - LLJ D 0 SEE DEfA1L _ A _ w w _ _ SCE DETAIL B ir B o n A M O B n G H M FI v a G 6' 3' � �c 6' 6" �43 o7a 3' 3' 3" 3' 3" 3. 3' 6' I I 6e o 6"_ 6" 'll It" a a SEE DETAIL #8 x 2" ASTRAGAL RETAINER BOLT HOLE ® • MUST BE DRILLED THROUGH v1 #8 x 2" #10 x 5/8" I Q; THE THRESHOLD & INTO THE o STRUCTURE DEEP ENOUGH #10 x 5/8" FOR A 1.375" THROW w #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL � z DETAIL "F" ASTRAGAL o #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT o N #10 x 1" STRIKE PLATE TO FRAME o #10 x 5/8" AS SHOWN. a DETAIL "C" DETAIL "D" ^'w 1 ~HOT MELT 1 0.962 EL45 MERE., .r 1.375" 1.437" /6 X 1-1/2"PHS T T � T aZ INSWING THRESHOLD BUMPER O/S THRESHOLD T4 O/S THRESHOLD HOT MELT .�'� 1/2"BITE 111ln1D1 ELASfOMER coa mw AM0133! 5126117 1 1 1 :: Ilelerscliz.FT EXTET40a N.T.S.1.462' 1.75"E� l-,047- 1.437" MG.BY: SWS TYPICAL GLAZING DETAIL T T T NON-IMPACT GLASS WU111NC No.: Z-SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD DWG-MA-FLO211-17 SHEET 2 OF 3