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dbpr
Product Approval USER:PuUic User
!u'',Aeor oval 19Application Detail
FL # FL22513-R3
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by ❑BPR shall be reviewed and ratified by
the PDC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
ssc h re i ber0 m aso n ite. co m
Authorized Signature Steve Schreiber
sschreiber@ ma sonite.ccm
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emaki
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1944
TAS 202 1994
TAS 243 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
file: N OUs Wl)rent,heilmawDeS1-top/Florida%20Building`*20Code64200nline.iilm113/212021 10:1S:56 A�\11
Florida BuiK.YCotle Dnlioe
Date Submitted 11/06/2020
Date Validated 11/09/2020
Date Pending FBC Approval
Date Approved 11/17/2020
Summary o/ Products
FL It
Model, Number Or Name
Description
22513.1
HPC Wood -edge Steel Side -Hinged
6'-8" Glazed I/S or 0/S Single or Double Door w/ or w/o
Door Unit
Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Certification Agency Certificate
F nG z z NIO
Approved for use outside HVXZ: Yes
4J df
Qualty Assurance Conhart ExpUation Pate
Impact Resistant: No
06/30/2025
Design Pressure: +50/-50
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FI J 513 Rz D F Q717 nor
Building Code, including the High Velocity Hurricane Zone, and
where pressure retolrements do not exceed the tlesign
on By: National Accreditation & Management Institute
Ilsted. 12'-0" x B-8" maX nominal sizeWhen Impactluation
LVVerIf
ated by Independent TNrtl partypressures
Reports
resistance IS required, hnnlcane pool Ve system IS required,
J2513 R3 AF G df
Door top rails stampetl "HPC". See DWG-MA-FL0212 for details.ated
by L ix,fident Third Party: Yes
22513.2
WOO -edge Steel Side -Hinged Door
8'-0" Opaque I/S or 0/5 Single Door Unit
Unit
Limits of Use
Approved for use In HVXZ: Yes
certification Agency Certificate
FL225 a Rt CAC
Approved for use outside HVHZ: Yes
f
Quality Assurance Contract Expiration Dam
Impact Resistant: Yes
06/30/2025
Design Pressure +20/-20
Other: Evaluated for use In locations adhering to the Florida
Installation Instructions
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
F 22G 3 R3 11 L 5. df
Verified By: National AccreddaBon IS Management Institute
Pressures listed. 3'-O" x 8'-0" max nominal size. When impact
Created by Independent Third Party:
Evaluation Reports
resistance is required, hurricane proteNve system no[
FUJGP R� A G 09
required See DWG-MA-FL0215 for details.
Createtl by [ntlepentlem ThiN Parry: Yes
22513.3
Wood -edge Steel Side -Hinged Door
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
Unit
I Limits of Use
i Approved for use In HVHZ: Yes
Certification Agency Certificate
F J>G13 Rz C t'
Approvetl for use outside XVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contra. Expiration Date
Design Pressure: +45/-50
06/30/2025
Lr.allation Instructions
Other Evaluated for use in ixations adhering m the Florida
FUJGn R� 1 F���
BuildingCotle, including the High Velotlty Hurricane Zone, and
where pressure requirements do not exceed the design
Verifetl By: National AcaedRa[ion &Management Inmate
pressures listed. 12'-0" x 8'-0" max nominal Size. When impact
Created by Independent Third! Parry:
Evaluation Reports
resistance is required, hurricane protective system not required
F Jst z R AF c
on
on Opaque panels, but Is required on glazed siddites. See
DWG-MA-FL0215 for details.
Created by Independent Third Party: Yes
22513+4
Wood -edge Steel Side -Hinged Door
8'-0" Opaque O/S Single or Double Door w/ or w/o SidelRes
Unit
Limits of Use
Approved for use in XVHZ: Yes
Certificatlon Agency Certificate
F J c z
Approved for use outside HVHZ: Yes
Impact Res had Yes
C t0 2
Quality Assurance Contr.. Expiration Date
Design Pre sure: +50/-45
06/30/2025
Installation Instructions
ONe1.. Evaluated for use In locations adhering to the Florida
FtnG1z Rz D F n2 G f
Building Cotle, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
Verifietl ey: National Accrediation 8 Management Institute
Pressures listed. 12'-0" x 8'-0" max nominal size. When impact
Created by Independent Third Party:
Evaluation Reports
resistance is required, hurnome protective System not required
FI> ql R: pF
on opaque panels, but is required on glazed sidelines. See
DWG-MA-FL0215 far details.
Creacetl by Irltlepentlen[ Thirtl Party: Yes
22513.5
Wood-etlge Steel Side -Hinged Door
8'-0" 3/4-Ute Glazed I/S or O/S Single or Double boor w/ or
Unit
w/o Sidelites
Limits Of Use
Approved for use in HVXZ: Yes
Certification Agency Certificate
F 27G1 a R3 r CAC N1011747 0 df
file:OTNseNted"t eilmrNpeskmp�Flanm96E08uiltlinp°+-'OCWe°bAnnline.F,mII+C-20JI 10.i8:SO AM
Fbny Builtliog Cod,ceiioe
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Design Prea dUre: +40/-40
Other: Evaluated for use in IOcaUons adhering to the Floods
Installation Instructions
FI 22513 R 11 F 0
Building Code, including the High Velocity Murticane Zone, and
where pressure requirements do not exceed the design
Verified By: National Accreditation & Management Institute
Created
Pressures listed. 12'-0" x 8--0" max nominal size. When Impart
by Independent Third Party:
e
Evaluation Reports
resistance Is required, hurricane protm eve system is required.
Fl- zSP R S J f
See DWG-FtA2ll for details.
Created by Independent Third Party: Yes
22513.E
Wootlredge Steel Side-Hingetl Door
6'-8" Opaque I/S or O/S Single Door
DPI(
Limits of Use
-Pp end for use In XVHZ: Yes
Certification Agency Certificate
F J t� R
Approvetl for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design pressure: +z0/-20
06/30/2025
Installatlon Instuctions
OtM1er: Eval-a[etl for use lnexiatloIn adhering m the Florida
Ft JJSP Ra 11 F DJI
Builtliog Cotle, inciutling the High Velocity Hurricane Zone, and
where Pressure requirements do not exceetl the design
VeriFletl By: National Accretlitation &Management InsU[u[e
Pressures listed. 3'-0" x 6'-8" max nominal size. When Impact
Created by Independent Third Party:
Evaluation Reports
resistance S (lgUlRtl, hurricane protective SYetlm net
F JJp i R"a pF C 08 A ff
required. See DWG-MA-FLD211 for details.
Created by Independent ThIM Party: Yes
22513.J
WOnd-edge Steel Side -Hinged Door
6'-8" Opaque VS or O/S Single or Double Door w/ or w/o
Unit
Sitlelites
Limits ve Use
Approved for use in XVHZ: Yes
Ceatlfication Agency Certificate
F nSn aJ rdr
Approvetl for use oubitle XVHZ: Yes
impact Resistant: Yes
Quality bsurantt Contratt Ez iration Date
P
Design Pressure: +s5/-55
Other: Evaluated for use in locations adhering to the Florida
06/30/2025
Installation Instructions
FL22513 RI II F 0J
Building Code, including the High Velocity Hurricane Zone, and
where pressure regWrements do not exceetl the design
Verified By: Federal Accreditation & Management Institute
Created
Pressures listed. 12'-0" x 6'-8" max nominal size. When impact
by Independent Third Party:
Evaluation Reports
resistance Is required, hurricane Protective system not required
FI J 5P 0. qF g
on opaque panels, but Is required on glazed sidelites. See
DWG-MA-FLO211 for details.
Created by Independent Third Parry: Yes
22513.8
Wood -edge Steel Side,Hinged Door
6'-&" "A -Lire Glazetl I/S or O/S Single or Double Door w/ or
Unit
w/o Sitlelites
ve Use
Approved
APPon ed for use in XVHZ: Yes
Cardfic tlonA Agency Certificate
F 2an a g y
Approved for use outside HVHZ: Yes
Impact Resistant: No
IO 4J 0
Quality Assurance ContractE bailor Dale
Design Pressure: +50/-50
Other: Evaluated far use In locations adhering to the Florida
06/30/2025
Installation instructions
F JJSiv
Building Cotle, including the High Velocity Huriwne Zone, and
where pressure requirements do not exceetl Me tlesign
Rt I F 0 19 tlf
VeriFletl By: National Accretlitatlon & Management Institute
Createtl
pressures listed IT-0" x 6'-8" max nominal size. When Impact
by Independent Third Parry:
Evaluation Reports
resistance Is resttared, hurricane protective system Is required.
FI JJc1 Ri pF G 00
See DWG-MA-FW214 for details.
Created by [ntlepentlem Thirtl Pa rtY: Yes
i
.ClonartUs_.
1. seam m none.1 an awtso.mdarer
orld report
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nonaa seae2K, enttare UMee, 1. 2of1. a anyway uttnsa] later Chapter ass. F.s. moat mr,de me oepertment ant an.mall ade—m Giev in nave oro. Te
pmoE¢Meoew,bre nedyar s Ind an aderve w�iN^oom a made avarevetotry audit. To dere,0innme 11 you any a II yaw uM�x Cntorcanny,as ol—rao�eanned,
rgeutt approval Accept
®a]Wo■
xcuritr>]L3'xlf.
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L. Roberta Lomas P.E.
,as, waadrrnd en
Manufacturer: Masser.
LeWevWe, NC 22a23
Report N: 51401 OB
43a-dar pa
Date: 1011012017
rlomax onlrl0mexoe c0
Tes. NIA
Product.
Pr0lyuCb Single tlwr 3'x6'8"(Wood Frame)
aclloe:
This analysis provides calwlations, quantities, and spacing requirements IcV Installing prudud t0 substrate, and A applies only to the
product described herein. These calculations comply with requirements of the Floods Building Code.
Anchor capacity in shear condition:
Salld me. x/ d w/. gnp:
o. With Mrcade preaser in shear plain
Faster type #10 d urew
(NOS 2018, ]RIZ)
Nonuml dmmeter: O: 0190 in
Gap. g: 00000 m
Ram earner: br. 0152 in
M. arm. scads in
Minimum re,eared anemnion: p: 1.140 in
Screw berMin "Id sfe
9 Yre ersal Ep• a0,0W psl
Sidemembv: pwglI FrrLwc00.n 0)
Mainmunben 5prvce1,
Srde munberlhicNwxs: p= 1.e1%1 in
.(G:042)
Marnmemberth¢Fnett: tr LSW in
1.500.,
Side member danel heuriy ermeth'. F.- 4,650W
Man munbvdoend bwriys}ruglh: Fe,= 3350 py
Side member dowel hmriy ingeh: la= 1.001) in
Moinmunherdowelbewiylergth: In= 1140 in
Mode I,, .,she 1, Modell
Manz Mn Mod.III,
Made IV
an 636.51bs/in ys= III bs/in A. 0W07
A'. OOW36 q OW10]
A: 00(135
P= ]236111, P= 98a the B: ID]
8: 09 e. 05
8: Op]0
en= 2400 xa= 2.eoo C-427.674
C-253623 C'.-267,699
C: -93.6
Z.= 302the Z.= 3W has P- Mo In,
Me = 468 inla;Mm= 468 irolbe
Kn= ?400
P= 197 he P- 319 Ibe
P= 263 the
Min. bian,n slue: $= its It, Z= Is. the
Ko24CO Ka 2AW
Ko= 24M
b... Factor'. Ce = 16
Z= 124 be Z= 133 1.
Z. 110 lbs
Allowable besi, VPlua ac'): Z'= IM Ibe'arrshv
Fastaw type: L4 TPW Teem
TaWlated.1.
NCA. 16-Urs06
edge
1ya4ing CrN
SubstmH: Hither Wish
dkmrce
2. p0 4.Po
Minimum anWedment 125 In
2.00
1 130 1 161
Acraal uye in.— 250 in
4. W
163 IN
Ac1uN C To C asscllg'. 300 in
Alienable Desgn Value: Z"= IN Ilswaaeha (per iweeryel tiro w needed)
F hw type OIOTd—
Substrvh: 18 GA, Steel
Tabuldsd den, aue: Z= 1261 the
Safety fatlmr F6= 4
Allwobk post. Value Caa, Z.= 316 ]be..
Miniwum anchor masnoty: 1s5 bc/mrcW
note: anuwrs ead the.11 caper, ie... an, wauNmu an mraai aMhma with Ixpnwc waxr.
Mchw oidindaffines, dimensions meauked anchare
36.38 Design cress.. 85 0 oar
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R to
Luis R. Lomas P.E.
1 of 3 FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1132 Wmmmd as MandadUMr'. Masonite
Lem.rv021o23 Report#: 5140108
434.633L608
n�ma3�in m o-ata: lvtoisov
Anchor Locations:
36.3E
18.18
6.Oo ryP. � � 6.00 ttP.
1 �
6.W
10.26
1
6 00
\51 vt I It o�//,
Luis R. Lomas P.E.
2 of 3 FL No.: 62514
9/2/2020
L. Roberta Lomas P.E.
3 of
roes woo�rwe an. Manufacturer. Masonite
Lew 14 W 2. Repot #. 514010B
031- 9S MI8
rllomas(alieoma De com Date: 10/10201]
tO3leil.H. lnstrrrcfions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2'
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 114" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW,
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 10 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 1SEA ENB-) FY=33KSI/FU=52KSI OR ALUMINUM 6063-TS FU=30K51
.05Z THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
]. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-117 UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-12 OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
.�\pENSF'9sy
A T Op •fyew,,
�i4O�Fd'.'PCORIOp; ��C�:
ALIENX�`�
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020