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HomeMy WebLinkAboutAPPROVED, product approval, 3 4, 2022 544Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name ^n\^^r>. ''y)KfN-Sf9fs Applicant: \^-f\/^r^ ^-|-f~ Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass . Skylights Sliding Glass Doors | Swing Type Doors French Doors Garage Doors 1 Hurricane Protection ! Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert. No. Date: 3/3/22, 10:23 AM Florida Building Code Online ss & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search •j!|Product Approval 'USER: Public User Product Approval Menu > Prptlutt or Apjlicatipn Search > Application List Search Criteria Refine Search Code Version 2020 FL# 22513.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance l^ethod ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product l^lodel. Number or Nanne ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# lyp-fi Manufacturer Validated Bv Status FL22513-R3 History Revision Masonite International FL#: FL22513.6 Model: Wood-edge Steel Side-Hinged Door Unit Description: 6'-8" Opaque I/S or 0/S Single Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies National Accreditation & l^anagement Institute (804) 684-5124 Approved * •Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 l, 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 -securitvMKTRics https://floridabuilding.org/pr/pr_appJst.aspx 1/1 till MASONITE. WOOD-EDGE STEEL DOOR UNTT 6'-8" DOUBLE DOOR WITH I WITHOUT SIDELITES 1. EVALUATED FOR USE IN LOCATWNS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED Bf ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTED. 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION OR THE HIGH VELOCnY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS. BUT IS REQUIRED ON SIOEUTES. 3 POLYURETHANE CORE FLAME SPREAD INDK OF SO AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME SELF IGNITION TEMP . ASTM D1929 740 F > 650 T RATE OF BURNING ASTM 0635 0.77 IN/MM SMOKE DENSITY ASTM D2843 MAX TENSiLE STRENGTH* ASTM D638 I 7.1X 0«T COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC MCTHOO I DOUBLE DOOR UNIT W/S/DEUTCS • • • • DD DD DD DD • • .DD DD DD.DD DD DD SIWCL£ POOR miT Dwaa POOR UNU aNCLE POOR \im WITH SIDEUTE SINGLE DOOR UNIT SINGLE DOOR urn W/SID£UTES PQC/BLf POOR UNIi W(/SIP£ur£5 DESIGN PRE SSURE RATING WHERE WATER INRLTRATION PERFORMANCE IS REQUIRED TO BE 15X OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING 0UTSW1NG INSWING BUMPER 0/S ^ Z-SERIES 0/S I HIGH DAM 0/S T4 0/S HP BUMP 0/S X 37.5-+70.0 / -70.0 +70.0 / -70.0 N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 +50.0 / -50.0 +50.0 / -50.0 XX 74" +55.0 ,/ -55.0 +55.0 / -55.0 N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 N/A N/A OX or XO 75" +55.0 / -55.0 ; +55.0 / -55.0 N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 N/A N/A 0X0 112.5' +55.0 / -55.0 i+55.0 ,- -55.0 N/A +20.0 / -20.0 + 30.0 / -30.0 +50.0 / -50.0 N/A N/A oxxo 149-+55.0 / -55.0 1+55.0 / -55.0 ! N/A +20.0 / -20.0 +30.0 / -30.0 +50.0 / -50.0 N/A N/A TABLE OF CONTENTS 0ESCRIPTK3N TYPICAL ELEVATIONS Ic GENERAL NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS Sc DETAILS kltM ommmir-mmL KURT BALTHA20R FLORIDA P.E. #56533 CL 00 8 hz 0 ~ 1 So S o <t ^ CL O « LU §3 = in , oo MTt: 5/26/17 SOU: N.T.S. DWG. fff: SWS DRAWING NO-: DlrW;-MA-a02n-)7 1 OF 3 it- 6' 3-in , in SEE DETAIL •c- - SEE DETAIL Hi- 3- . y I 3-H © 3" 6- -I h- • ^ 3--m' =t h- 3- 6" 6" — 3" 0- i- 6" — 6" 3" H h-3: I I C5> 6- H 1L SEE DETAIL H M3- - 6- uj ^—, a: —^ o 2 1_L g SEE DETAIL J (Or t j -6- JT I - <s) @-- SEE DETAIL •c" X 2" 1 DETAJL T" /\STf?AGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. . ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL )ETAIL "D" 1 DETAIL "C" T 1 437" T INSWING THRESHOLD BUMPER O/S THRESHOLD I4.0/S THRESHOLD T 1 1 «7- ^ I ^ J T SERIES OS THRESHOLD HIGH DAM O/S THRESHOLD HP O-S THRESHOLD nanaoR TYPICAL GLAZING DETAIL NON-IMPACT GLASS AddendijnitolHHI ID Q. OO 5 w o ic Lu a LJJ ^ om: 5/26/17 SCALE: N.T.S. DWG. 3f: SWS DRAWING NO.: DWG-MA-flOin-17 SHEET _2_ OF 3 I SEE DETA'L S SEE DETAIL -D- SHT. 2l\ 6- - 3-1 6" — HARDWARE SCHEDULE - 6-6- — ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS. PE (FLORIDA #62514) 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 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 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. THE 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 155 LBS. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL MASONRY ANCHOR INSTALLATION 1"Xl/2" CORRUGATED 3" FROM EACH END AND T 00 ACI #10X2" WOOD SCREW 6" FROM EACH END AND 12" 00 ACRYUC IATE3< " CAULK CL COMBINATION WOOD MULLION (BOXED) COMBINATION WOOD MULLION (BOXED) (3^^t0X2,,/2' ..ID SCREWS EACH END TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD MULLION (CHS) a. if o DME 5/26/17 scAit N.TS. owe. B1: SkVS ORAMING NO.: DWG-UA-R02II-17 SHEET 3 OF 3