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FL#
Type
I Manufacturer
Validated By
Status
FL2 513-
Revision
Masonite International
National Accreditation B Management
Approved
R2
FL#: FL22513.6
Institute
Histo
Model: Wood -edge Steel Side -Hinged Door
(804) 684-5124
Unit
Description: 6'-8e Opaque I/S or O/S Single
Door
Category: Exterior Doors
Subcategory: Swinging Exterior Door
Assemblies
ppuecu by muR-,y� Wwau ur
--ad by me WL and/or the Wmmlsslon a neraasary.
Cou iGp}b :: 2601Blair Stone Road. Tallahassee R 32399 Phone' 050i111-1624
Us sold of Mr1Ea b an uveto ser se er. eooMaM 2,,7_20t3 State of Florida :: P m, Statement :: /I,or,,V a Mammary :: ReNna 5Taremem
Under Runde law, arms addresses are pudic remNs. If you do net want your e-mall address released In response to a pubOt-records modest, do net send elapmnle
mall asUds entity. berated, eoeon me of8oe by Ph —or by tadslasel all. yo . If u haveny aconstants, please not 850.482.lns. -pursuant Setlmn 455.275
(1I. Honda Statutes, eneplw October 1, 2012, 0censees floame t under chapter 455, F.S. must prwMe me Department with an rural address If Me, base me. The
smalls provWed may be used for o(ntul tmmnunitaMn with the noses. However ..If address. are public word. If you do not wnh to supply a personal address,
please pmvMs me (apartment wept an small addwss Mh8d1®n M made available by me public. To determine If you an a licensee under Chapter 455, F.S., please
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P�rofduct Approve! Attopmt
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https://www.floridabuiIding.org/pr/pr—apv—IsLaspx 11/22/2019
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ATTACHMENT DETAIL I]3•
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, °1111 L
SIGNED AND SEALED BY ROBERTO LOAAS, 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 TYPICAL MASONRY
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION
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/AMPA NOA FOR SOUTHERN PINE LUMBER AND ACHENEMENT
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 LES.
HARDWARE SCHEDULE
1.
SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
IKWIKSET
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT S-1/2" CENTERLINE.
2.
4' % 4' FULL MORTISE BUTT HINGES.
WWN 1 x
CL—� —
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
11N/1' CORRIICATLD rt_0%Y w sulm
T fRMD T OC END 6 µ NI2VH END
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COMBINA71ON WOOD
OMBINATION
(BO% D) OOD CMULLION (BOXED)
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FMRREEND
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INTEGRAL WOOD
MULLION (CHS)