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Product Approval Menu>Product or Application Search>Application List>Application Detail
,= t - FL# FL22378-R6
Application Type Revision
Code Version 2017
? Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
l -
1
Comments
110 S,
Archived p
l
[ Product Manufacturer Masonite International
k,
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
€ (800) 663-3667
sschreiber@masonite.com
i tOgAuthorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
' Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
x
Compliance Method
( P Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
VRw
Referenced Standard and Year of Standard
( ) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
as�
Equivalence of Product Standards
r, Certified By
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f
E Product Approval,Method Method 1 Option A
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Florida Building Code Online
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I ' d" Date Submitted 01/25/2019
i Date Validated 01/28/2019
Date Pending FBC Approval
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f; W Date Approved 02/04/2019
Summa of Products
f FL# Model,Number or Name" Description,
t v :��
u,.
2378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door
I Door Unit
". _..................
— — -
` Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2..df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.]�df
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:
1y pressures listed. T-0"x 6-8" max nominal size. Hurricane Evaluation Reports
illli '�,SP protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514014A.rdf
f Created b Independent Third Pa : Yes
rLn
2 Stormguard Fiberglass Side-Hinged: 6-8, Opaque O/S Single Door
Door Unit. " ]
of Use Certification Agency Certificate '
zr _
ig
itved for use in HVHZ Yes` FL22378 R6 C CAC N1007077.07-R2.12df
ved for use outside HVHZ:Yes 'Quality'Assurance Contract Expiration Date
_ . Evaluated for uDesign Pressure: se6in0locations adhering to the Florida' �LZ31/2020
Impact Resistant:Yes 12
tallation Instructions
2378-R6 II FC0170.pdf
g Code,including the High Velocity Hurricane Zone,and Verified By:National Accreditation&,Management Institute
ZA0*� pressure requirements do not exceed the design Created by Independent.Third Party:
res listed. T-0"x 6'-8"max nominal'size. Hurricane; Evaluation Reportsive system]s'NOT required: See DWG-MA-FL0170 for FL22378-R6 AE 514010A:(�ddetails and water performance where required..- . F1_2W8 R6" AE 514014A.pdf
: . Created by Independent Third Party:`Yes,
- -
Door Unit
Limits of Use Certification Agency Certificate
r".. Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.rdf
T1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.]�df
Building Code, including the High Velocity Hurricane Zone,and Verified B National Accreditation&Management Institute
9 9 9 tY Y� 9
where pressure requirements do not exceed the design Created by Independent Third Party:
E pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
[ protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 51,4008kodf
anchor details and water performance where required. FL22378 R6 AE 514012A.p f
Created by Independent Third Party: Yes
i
22378.4 Stormguard Fiberglass Side Hinged 6-8 Opaque O/S Single or Double Door w/or w/o�Sidelites
9 ;raY
Door Unit '.
Limits of Use Certification Agency Certificate
g.
�..k4c kF Approved for use in HVHZ:Yes FL22378 R6 C CAC'`NI007077.V-R2.pdf 1 '
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date `
Impact Resistant:Yes '12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions t
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.Ddf
g9 Building Code, including the High Velocity Hurricane Zone,,and Verified By: National"Accreditation&Management Institute
A ;`_ where pressure requirements do not exceed the design Created'by Independent Third Party:.
�A pressures listed. 12'-0"x 6'-8"max nominal size. Hurncane Evaluation Reports:K'M I
^ �� �� � protective system is NOT required. See DWG-MA-FL0170 for,, FL22378°R6 AE 514008A:pdf
i anchor details and water performance where_required: FL22378 R6 AE"514012A.[Zdf
Created by:Independent Third Party: Yes _ J
22378.5 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites
I
I
littp://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6in9%"2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
i
i
Florida Building Code Online
F777 *a1511,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CACNI007077.09-R .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdf
s ,pw1 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. 9'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.2df
anchor details and water performance where required. FL22378 R6 AE 514012A.1df
Created by Independent Third Party: Yes
i
22378.6 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed,I/S Double Door w/or w/o Sldelites
Door Unit':
l;
Limits of Use Certification Agency Certificate i
1 Approved for use in HVHZ:Yes FL22378 R6 C'CAC NI007077.09-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes " 12/31/2020
Design Pressure: +50/-55 Installation Instructions ;l
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 dI FL 0172.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: 1
pressures listed. 12'-0”x 6-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378'R6 AE "514008A.1df
anchor details and water.performarice where required I-FL22378 R6 AE 51401"2A.pdf. I
Created by Independent Third Party:Yes
t 22378.7 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed O/S Double Door w/or w/o Sidelites I
[ Door Unit
r' Limits of Use Certification Agency Certificate
' Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.pdf
r
nYOWt Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
:3 Impact Resistant:Yes 12/31/2020
1 Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.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:
k. `r pressures listed. 12' 0"x 6-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.Pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.pddf
Created by Independent Third Party: Yes
- -..._ -...... -- . — —
E q,l 22378.8. Stormguard Fiberglass Side-Hinged 8-0"Opaque,I/S Single.Door,
I" Door Unit"
Limits of Use Certification Agency Certificate
y, Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.68 `.pdf`
C Approved for use outside HVHZ:Yes, Quality"Assurance Contract Expiration Date ,
Impact Resistant:Yes .` 12/3T/2020
I ru whir . Design Pressure: +60/-65 - Installation Instructions
' Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II "FL0171.�df
Building Code, including the High Velocity-Hurricane N
"Zone,and Verified•By: National Accreditation&Management Institute,
where pressure requirements do not exceed the design',,, Created,by Independent Third Party: j
pressures listed. 3'-0"z 8'-0"max.nominal size Hurricane Evaluation Reports•;.-
d protective system is NOT required.See DWG-MA-FL0171 for, ,. FL22378 R6 AE 514009A.pddf.
' anchor details and water performanmwhere required FL22378 R6 AE-514013A.pdf '
Created by Independent,Third Party: Yes
— ---- .... _— -- --
'„ 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
Door Unit
___......
...........
Limits of Use Certification Agency Certificate
_ Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
: Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.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. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.tdf
-r-Ye" anchor details and water performance where required. FL22378 R6 AE 514013A.12df
Created by Independent Third Party: Yes
22378.10 Storm ua
1'
g rd Fiberglass Side-Hinged 8=0"Opaque I/S'Single or Double Door w/or w/o 1Sidelites
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M61n9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
I
Florida Building Code Online
¢ Door Unit-
Limits of UseCertification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC'"NI007077.W:.Ddfdf
Approved for use outside HVHZ:Yes- Quality As'surance,Contract Expiration Date t
t-
Impact Resistant:Yes 12/31/2,020_
0.5
on
ructions
OthernEvaluated for use in5o ations adhering to the Florida FL22378' R6InstFL0171 pdf
Building Code, including the High Velocity'Hurricane'Zone;and Verified By: National."Accreditation&Management Institute
,. where pressure requirements do notexceed the design Created by Independent Third Party::
pressures listed. 12'-0"x 8'-0"max nominal-size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO171 for FL22'378 R6,AE 514007A.Ddf
anchor details and water performance where required,.' FL22378 R6 AE 514011A.�df
s" Created by Independent Third Party:Yes
........................ -... __................
22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque 0/S Single or Double Door w/or w/o Sidelites
Door Unit
'_ Limits of Use Certification Agency Certificate
tai Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .Dddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
' Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.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. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.Ddf
pi (anchor details and water performance where required. FL22378 R6 AE 514011A.pdf
IM
Created by Independent Third Party: Yes
a�
22378.12 Stormguard Fiberglass Side-Hinged 8-0"ImpactGlazed"I/S'Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAG NI0a7077.04-R6 pddf
Approved for use outside HVHZ:Yes Quality Assurance"Contract Expiration Date
i, Impact Resistant:Yes _ 12%3,1/2020 _
BYDesign Pressure: +43/-47r Installation-Instructions
Other: Evaluated for use in locations adhering to the Florida' FL22378 R6 II . FL"0173.Ddf "` �II
Building Code, including the High Velocity Hurricane,Zone,and Verified.By: National-Accreditation&Management Institute
d {
Esc, '� where pressure requirements do not exceed the design Created by Independent Third.Party:
protectives stem is NOT required. See.DWG-MA-FLO cane Evaluation Reports'',
a pressures listed. 12'-0".x&-0" max nominal size Hurd
_ y q 173 for FL22378 R6 AE 514007A.gdf`
w, anchor details and water performance where required. FL22378-R6 AE 5i 4011 A.pdf
Created by Independent Third Party: Yes _
P..
22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/,or w/o
i Door Unit Sidelites
__._....... .................
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:YesFL22378 R6 C CAC NI007077.04-R6.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +47/-45 Installation Instructions
Other, Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.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:
"ipressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for FL2.2.378 R6 AE 514007A.Ddf
i anchor details and water performance where required. FL22378 R6 AE 514011A.pdf
Created by Independent Third Party: Yes
W� ___...__ _ —_---- _
fie#
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iia enc
r' riR ]]t Contact Us::2601 Blair Stone Road.Tallahassee FL 3234_9 Phone:850-487-1824
= d
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
g, 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),
g 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
k 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 jaddress,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:
. ,..�za...,>,3
http://Nvww.floridabuilding.org/pr/pr app dtl.aspx?paraiii=wGEVXQwtDqs3M6m9%2 fK8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
i
NOTICE OF PRODUCT CERTIFICATION
,gyp trlatr�,�'W .
Company: Masonite International Corporation Certification No.: NI007077.07-R2
1955 Powis Road Certification Date: 05/22/2017
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 05/02/2018
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites
�r uuRs ! ss (w/Wood Frame or Worldwide Composite Frame' unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
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.Namicertifleatioii.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single Maximum Panel Size:3'0"x 6'8"
X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf/6.0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single 10.5 psf'/9.0 psf; Maximum Panel Size:3'0"x 6'8"
7.5 sfs Anchor Details-MA-FLO170-07/W-1807/W-1835/W-1860
paque 0 u x - PNI Yes
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO170-07/W-1807
XX O/S Opaque 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double 8.25 psf'/8.25 psf A Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO170-07/W-1807/W-1835
XO/OX I/S Opaque Door 6'0"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO 170-07/W-1807
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-t/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite 8.25 psf'/9.0 psf a Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXO I/S Opaque Door 910"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLOI70-07/W-1807
OXO O/S Opaque Door 910"x 6'8" +55/-50.5 3.75 psf/6.0 psfDoor-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites Glazed Sidelite 8.25 Sf 2/9.0 sf; Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
g P P Sidelite-Yes Anchor Details-MA-FLO 170-07/W-1807/W-1 835
OXXO I/S Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLOl70-07/W-1807
OXXO O/S Opaque Door 12'4"x 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-t/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO170-07/W-1807/W-1835
1-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Ontswing Threshold
National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
Lo
.......--- 149'MAX. OVERALL FRAMF WIDTH --
21"
-21 MAX 36.375" MAX.
STORMGUARD FIBERGLASS DOOR UNIT - PANEL WIDTq-1 37-5)" MAX.
FRAME Wif."TH Z
W.8"DOUBLE DOOR WITH WITHOUT SIDELITES WIASTRAGAL
C)
zt
GI: L' NO cc
F�
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REOURaiENTS AS DETERMINED BY ASCE -7, MINIMUM
1 -DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, L")
DOES NOT EXCEED THE DESIGN PRESSURES LISTED, U7)
2. THIS PRODUCT DOESNOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE' SYSTEM (SHUTTERS). Lu
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
ci
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME - ( F
SELF IGNITION TEMP J ASTM 01929 fl�%141` > 650
I RATE OF BURNING I ASTM DIS 2
SMOKE DENSITY ASTM D284,3 53
G.
.4% Z1,
TENSILE STRENGTH- I ASTM D638 3,27 DIFF 1 1.8% DIFF
S, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): L1
TEST DESCRIPTION DESIGNATION RESULT
I SELF IGNITION TEMP I ASTM D1929 779 *F > 650-F L, .......... 4.
RATE OF BURNING I ASTM D635 0.0 IN MIN
SMOKE DENSITY ASTM D2843 39.0%
TENSILE STRENGTH- I ASTM D638 3.6% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 00 NT w/,zinn mrz
4500 HOURS XENON ARC METHOD 1
Dow V)
13 M 0 E3 [3 M 0 13 130 M m- 0 13 0 0
a_
5n Q
m F-Ln z
0 :)LD o ZD 1 0
( I a Q U
LLI, 0 Eli L_j!
1100 �� I
SINraLE DOOR UNt 2VOJEMDAR-pa LIT ANGLE QOOR1 DQE E 0
(o co C'4
04 N
U.)0
STRUCTURAL WATER INFILTfWfFON PERFORMANCE IS
WHEREi.
DESIGN PRESSURE RATING REQUIRED TO BE 15 OF DESIGN PRESSURE A!
CONF€G MAX WIDTH INSWING I ALL OUTSWING INSWING BUMPER O Z-SERIES q S HP O S T4 O S HIGH DA
X ---37.5" +60.0 -65,0 1+60.0 / -60.0 N/A +25.0 / -25.0 +4 -40,0 + 0. +60.0 60.0-7-60.0 T65,0 7 oom<oZI
I N/A +150 1 150 +40.0 -40.0 -R�,50 -50.5
+55.0 +55.0
OX or XO ----7�-- .4-50.5 5D.5 iss'O -50.5 N/ �5O +40.0 -40.0 0 7-50.5
40,0 --40,0 1 N/A +,55,0 1 4 owa �07
.5 +55.0 -50.5 N/A -�l 5 +55�O -905
OXXO 149- 1+50.0 -bO.5 1+55.0 0.5 N/A +25.0 1 NIA-- +55.0 50.5 +550 r--Q -50.5 SC&- N.T.S.
DWO, VY, SWS
TABLE OF CONTENTSmM HK.I'
CHK.
SHEET #1 DESCRIPTION Gdlffstfb. 1� KURT BALTHAZOR ORAWN'.NO,
I PIC
IAL ELEVATIONS & GENERAL NOTES -FlLi0RlfDA-P E 70-07
�2--IANCHO ING-LOC
A SHEET 0
Ln
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SEE DETAIL 6-
F- SHE 2 6-
sm'7'� o HARDWARE SCHEDULE a.1
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
LTTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
co
SIGNED AND SEALED BY ROBERTO LOMAS, PE25"1 2. MORTISE BUTT HINGES. w uj
1,
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN till c 0.25" oav
FASTENER RATING FROM THE DIFFERENT FASTENERSMAX i-Xi/2- CORRUGATED #10X2" WOOD SCREW EL
I
M
3" FROM EACH END 6" FROM EACH END ILr 0 V)
BEING CONSIDERED FOR USE. JAMB, HEAD, AND 25- AND 7" OC AND 12" OC (n X iL z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CIL— OIN 1 :,3 5�
#10 WOOD SCREWS,,1 4" TAPCONS, AND #10 TEK SCREWS. 0.25' Ljw
MAX ACR IC <z In
A PHYSICAL SHIM IVILJ�Sl UL FLAULL) IN SHIM SPACE AT EACH SHIM L LA4X
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CL CAULK
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRLATEXYLIC
DISTANCE MIN 1/2". ANCHOR INSTALLATION CAULK CL
2, ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO —'
1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
MIN —0.2 (3%glOX2-1/2-- (4
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAX D SCREWS W)OgIOX2- z
SHIh 0 SCRIIQ <
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL
DATE: 4/9/07
MINIMUM EMBEDMENT OF 1-1/4". SCALE: N.T.S.
4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO it Mo.Ely! SINS
TRANSFER LOADS TO STRUCTURE, ® a CHK.BY:
TYPICAL WOOD BUCK DRAWING Na.:-...
5, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS -155 LBS. ANCHOR
INTEGRAL-WOOD—INTEGRAL—WW -L-W—G-MA-FL0170-07,
MULLION (CHS) MULLION (CHS) SHEET
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514010A
434-688-0609 Date: 10/10/2017
rllomas•,O)Irloma spe.com
Test Report: N/A
Product: Single door 3'x 68"(Wood Frame)
Scope:
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.
Anchor capacity in shear condition:
Solid members w/$w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: F,b= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member:Spruce-Pine-Fir(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fa„= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Made Im Mode I, Mode II Mode III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
Ka= 2.400 Ka= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z„= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 1I0 lbs Z= 138 lbs Ko= 2.400 Ka= 2.400 Ka= 2.400'1
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(UC): Z.= 175 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor, Fs= 4
Allowable Design Value(ZFs): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load IndMax. Anchor
.
Zone O.C. Ca Load Result
79.25 (ftz) (lbs) (in) (in) (lbs) Qty (lbs)
A°'2 A, 2.3 195 N/A N/A 155 1 2 98 OK
l A2 7.7 656 6.00 18.00 155 5 131 OK
��N��`5 R L O���i�
\ J\• • . . . • •
�:'•���F N S�9(P
*4051 yt-
TAT 0 F
.51i�` c(0R1pP G�?�'\�
js/ONA�0 ����
Luis R. Lomas RE.
FL No.:62514
1 of 3 10/10/2017
i
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514010A I
434-688-0609 Date: 10/10/2017
fl lomaw-Dirlom a 60e.corn
Anchor Locations:
36.38
18.19---
6.00 TYp. 6.00 TYp.
6.00
MAX
O.C.
79.25
5.00
R' LNN
. . • 9
•;P
w
�O� TAT 0 F
• .
0 R10,.• � ��
)///,I JAL iitt
Luis R. Lomas P.E.
2 of 3
FL No.:62514
1 011 0/201 7
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report# 514010A
434-688-0609 Date: 10/10/2017
rl lomasO lrloma spe.corn
I
Installation instructions:
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"
4 1'U11 ANIGHURRINIG3 THRO UH FRAME INT MASONRY/CONCRETE USE 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2"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 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. 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 1-1/2"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 1-1/2"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.
=*• 0 •• '*
pyo . TAT OF
ZOR
�/; ONAtI ?��`�
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 10/10/2017
i
I
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514O14A
434-688-0609 Date: 10/10/2017
rllornastZ' Irlom85pe.corn
Test Report: N/A
Product: Single door 3'x6'8"(Composite frame)
Scope:
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.
Anchor capacity in shear condition:
Solid members w/d w/out gap:
a. With threads present in shear plane
Fastener type:7710 wood screw (NDS 2012,NDS 2015,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:PVL Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in
Side member dowel bearing strength: F.= 10,000 psi Main member dowel bearing strength: Fu,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode Ir, Mode I, Mode II Made III„ Mode III, Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 lbs P= 1900 lbs 8: 1.07 B: 0.57 B: 0.5 8: 0.000
Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
Zm= 302 lbs Z,= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ka= 2.400 Kp= 2.400 Ko= 2.400
Duration Factor: Co= 1,6 Z= 135 lbs Z= 221 lbs Z= 125 lbs
Allowable Design Value(ZCo): Z'= 199 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z.1= 155 lbs/anchor(per Interpolation when needed)
Fastener type: 7110 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section
Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 in'
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,9, 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: t, 1.000 in Thickness: t2 0.052 in
Ultimate tensile strength: Fn, 14 ksi Ultimate tensile strength: F.2 22 ksi
Nominal strength per bearing(side member): Rn=2Dt,F uj Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member): Rn=2Dt2F,2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn=4.2(te3D)1/2Fwz Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,Fn/1.25 Rn= 654 lbs (Eq J.5-I4)
Safety factor: O=3
Allowable shear and bearing capacity: P- 145 lbs/anchor
Fastener type: 7210 Self tapping Yp pp g screw (Calculations per AISI-5100-12,sections A2.3.2 and E4,3.1)
i
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi
Screw root area: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: TZ '-
Ultimate tensile strength: Fut 14 ksi Ultimate tensile strength: F„Z
Nominal strength per tilting: Rn=4.2(T23D)1ZF 2 Rn= 1001 lbs (Eq E4.3.1-1) \\`� R• L 04i
Nominal strength per bearing(side member):Rn=2.71)T,Fu, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\_`�• • • •A•� .I �j/
Nominal strength per bearing(main member): Rn=2.71)t2Fw Rn2= 1280 lbs (Eq E4.3.1-3 and-5) • \G E N S •�� ��
• F • i
Nominal screw shear strength: Rn=A,F,J1.25 Rn= 654 lbs C
Safety factor: =3 *4- -TAT
�1RD AP
J1 ■*.�
Allowable shear and bearing capacity: P. 211 nc
8 lbs/ahor �Minimum anchor capacity: 145 lbs/anchor 0' F •
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. �
70iv
F�
Luis R:Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
it
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
i
Lewisville.NC 27023 Report#: 514014A
434-688-0609 Date: 10/10/2017
rllomas,loNrlomaspe.com
Anchor calculations.minimum required anchors
x-36—.3-8# Design pressure: 85.0 psf
Area Load Ind. Max_ Anchor
Zone z O.C_ Cap_ Load Result
(ft) (Ibs) (in) Qty
79.25 (in) Ob.) 'Qty
°2 Al 2.3 195 N/A N/A 145 2 98 OK
AZ 7.7 656 6.00 18.00 I45 5 131 OK
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
6.00
18'
MAX
O.C.
79.25
6.00
i
I
0
�'••�.�G E
* �51 • it
0. TAT 6F ;v
ZORVO
Luis R.,ILomas P.E.
FL No.: 62514
2 of 3 10/10/2017
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514014A
434-688.0609 Date: 10/10/2017
rl to mas[Z.Irloma soe.com
I
Installation instructions:
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 1/4"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
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 1/2"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 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052"THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. 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 1-1/2"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 1-1/2"OR GREATER BUCKHALL B
S E 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.
L 6
�N �S • �i
v•�\G E S'�:
!" • ��
TATE 6F.51 ZO 11
• to
S
Luis R. Lomas P.E.
PL No.: 62514
3 of 3 10/10/2017
Florida Building("ode Online
—r - p
i f �• b y ��g`� ii� gi� �46�.i � ��t*¢1'-^,Jt�F Y.��N� ' „y �r�,�l�T ��s "liiY
BCIS Home Log In 'User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map �inks Search
lipdr
�I z' Product Approval
1999 a,r��*
USER:Public User
Product Aporoval Menu>Product or Application Search>Application List>Application Detail
FL# FL22513-R2
i �� Application Type Revision
f Code Version 2017
Application Status Approved
*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
i
4, Authorized Signature Steve Schreiber
sschreiber@masonite.com
fr
F
i,' fie • Technical Representative
` Address/Phone/Email
r
Quality Assurance Representative
¢ Address/Phone/Email
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 1994
TAS 202 1994
TAS 203 1994
�.• t
Equivalence of Product Standards
e Certified By
3,
Product Approval Method Method 1 Option A
litip:,%wow.noridibtiilding.org/pr/pr_app_dtl.aspx?param=wGE\'XQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm21gg%3d%3d[9/19/2018 8:49:42 AM]
1
Florida Building lode Online
Date Submitted 04/16/2018
Date Validated 04/18/2018
I' i Date Pending FBC Approval
}; Date Approved 04/24/2018
Summaryof'Prod 6cts =
EL# Model,
Number.or Name- Descriptions
- 22513.1 HPC Wood-edge Steel Side-Hinged 6-8"Glazed I/S or O/S Single or Double Door w/or w/o
i Door Unit Sidelites
} (Limits of Use Certification Agency Certificate
3I Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-RL}Ldf
Approved for use outside HVHZ:Yes
pp Quality Assurance Contract Expiration Date
i Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.odf
1 Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute i
? i I 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, hurNcane protective system is required. FL22513 R2 AE 514008.pdf
1 ,Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes jk
i ----
}? !22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit }
! � Unit I
[[} = (Limits of Use Certification Agency Certificate 1
1 Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747 04.pdf f
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
! Impact Resistant:Yes 06/30/2021 `
Design Pressure: +70/-70 Installation Instructions '
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 IIF L0215.12df
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:
i pressures listed. 3'-0"x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513R2 AE 514009.1
required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 1
122513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
1 I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.odf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
f Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
f Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.2df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
I I 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 R2 AE 514007.odf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
1 I 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 i
Limits of Use Certification Agency Certificate }
i = j Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
} Impact Resistant:Yes 06/30/2021
Design Pressure: +50/-45 Installation Instructions i
" Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.odf
�., 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 R2 AE 514007.ndf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes !
DWG-MA-FL0215 for details. _ II
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 R2 C CAC NI013747.06.odf
i
http:'/aw%v.11oridabailding.org/pr/pr_app_dtl.asspx9param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d[9/19/2018 8:49:42 AM]
I
Florida Building':ode Online
E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
" Design Pressure: +40/-40 Installation Instructions
} ' Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pddf
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:
I I pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.2df
# I See DWG-MA-FLO217 for details. Created by Independent Third Party: Yes
is 22513.6 Wood-edge Steel Side-Hinged Door 6-8"Opaque I/S or O/S Single Door
Unit
! Limits of Use Certification Agency Certificate
i ! Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747-R1.odf
Approved for use outside HVHZ:Yes !
pp Quality Assurance Contract Expiration Date
fi Impact Resistant:Yes 06/30/2021 t
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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. T-0"x 6-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513 RZ AE 514010.2df
required. See DWG-MA-FL0211 for details. Created by Independent Third Party: Yes
........... _. ..._._............. — ----
k' 1
22513.7Wood-edge Steel Side-Hinged Door 6-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
..........._.
i
'Limits of Use Certification Agency Certificate
i,. Approved for use in HVHZ:Yes FL22513 R2 C CAG NI013747-R1 12d
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
f, Impact Resistant:Yes 06/30/2021
Design Pressure: +55/-55 Installation Instructions
i f Other, Evaluated for use in locations adhering to the Florida FL22513 R2 II F 0 11.pdf
., Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
i 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 not required FL22513 R2 AE 514008.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
" DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
�. Unit w/oSidelites
(
Limits of Use Certification_ Agency Certificate
Approved for use in HVHZ:Yes FL22513 R A . NI01 747.03-R1,Adf
} Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
l Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions j
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 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 R2 AE 514008-Ddf
( See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
t _.� - -
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}
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
1
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
p '
,. kyr �•.� 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),
13 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
t 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.
t - _ Product Approval Accepts:
.•.. ._� 4SXc � ® FCh=cY.
Credit Card
I. Safe
litip:i/owry.floridabuildiiig.org/pr/pr_app_dtl.asps?parant=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm21gg%3d%3d[9/19/2018 8:49:42 AMI
T CERTIFICATION NOTICE OF .PRODUCT CERrTIFICA i ION
g GCRTIfit�
r0. Company: :Masonite international CorporationCe-ti No.: N1013747-RI
1955 Powis Road Certification Date: 06/08/2017
West Chicago, i1, 60185 Expiration Date: 06/30/2021
+Nr 1
x Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque inswing or Outswing Door w/Non-impact Rated Sidelites
(w/Wood Frame unless noted)
��F7Eo PP�d�
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-lmpact Glazing: Insulating Glass (Tempered)
'Che"Notice of Product Certification"is only valid if the NA1b11 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
NAiMI's Certified Product Listings at►vw'w tiamiect-tification.coro. NAYII's Certification Program is accredited by The American National Standards institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximun) Design Test Impact Drawing Number&
X i/S Opaque 310"x 6'8" -170/-70 0.0 psf' Yes ATLNC 10(11.01-I
Single Maximum Panel Size.3'0"x 6'8"
Anchor Dctails-D\\'Ci-NIA-1'1,0211-17
Single 4,5 pS f= Maximum Pancl Size:3'1P'x 6'4"
7.50 )sf' Anchor Details-D\\G-N7A-1-10211-17
XX VS Opaque 6'0"x 6'8" 1-55../-55 0 psf Yes NCTL-210-2930-1
DO(Ible Maximum Panel Size:310"x 6'8"
Anchor Derails-DW(,-N4A-l-LO21 1-17
XX O/S Opaque 6'0"x 6'8" 1-55/-55 3.0 psi' Yes NCTL-210-2930-1
Double 4.5 psi-' Maxinnim Panel Size:3'0"x 6'8"
7.50 )st" .-Anchor Dclails-DWG-NIA-FI.M211-17
X0/OX US Opaque Door 6'0"x 6'8" -1"55/-55 0 psi' Dour-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No N'laxiinwn Panel Size:3'0x 6'8" Sidelilc:310"x 6'8"
Anchor Del ails-D\\'G-hIA-PL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" 1551-55 3.0 psf' Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8
7.50 )si " Anchor Dctails-[)W(,-N-IA-l-LO211-17
0X0 I/S Opaque Door 9'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-2930-1
Single w./Sidelites Glazed Sidelite Sidelites-No Maxinnun Panel Size:3'0"s 6'8'*fsidelite:3'0"x 6'8"
Anchor Details-DW'GA1A-FL0211-17
OXO 0/S Opaque Dior 9'0"x 6'8" 1+55!-55 3.0 psi" Door-Yes NCTL-210-2()30-1
Single w'Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Six:3'0"x WC/Sidelite:3'0"x 6'4"
7.50 )si' Anchor Derails-DW(i-N4A-l-LO211-17
OXXO Ill's Opaque Door 12'4"x 6'8" +55'-55 0 psf Door-Yes NCTL-210-2930-1
Double w./Sidelites Gla/ed Sidelite Sidelites-No Nlaximutn Panel Size:3'0".x ti's-:'Sidelite:3'0"x 6'S"
Anchor Derai1s-DWG-MA-FL021 I-17
OXXO O/S Opaque Door 12'=4"x 6'8" i 55.1-55 3.0 psi" Door-Yes NCTL-210-2930-1
Double w/SidelitesGlazed sidelite Nlxinm Pael Size:30"x 6'VISidelire:3'0"x 68"
. p
\nchorDclails-D1\'G-Nd;\-FL0211-17
7.50 )sf'
I-Denotes Bumper 011tsn'i11g Threshold 2-Denotes L-Series Outs\{'iiig'1"hl'eshUl(I 3-Ili-Dam Oulswin�'1'lu•eshold 4-I'ro'fd"Ilu"eshold i-I IP Ourse'ing'I'lu'eshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
- ---- Tel:-(804)-684=5124/Fax:-(804)-6&1=5-122 - ---
NAMI AUTHORIZED
UTI-IORIZ>✓D SIGNArI'URE:
�1
Ln
/� p�� r
p�A
11 11 '9 ASON�1TL. 149"MAX. OVERALL FRAME WIDTH _.._.._......-.--
O p
WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX.
C)
D.L.O. PANEL WIDTH- 37.5" MAX.
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES 1 W/ASTRAGAL I FRAME WIDTH cj�J I
.............I.................._
GENERAL NOT' _ R c
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® FW--
REQ U
THEFLORIDA BUILDING CODE AND WHERE PRESSURE I I Z
FW--REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM El
DESIGN-LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2E
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON I I I N Z
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. ;3 I ^ Q
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS RNON
4. POLYURETHANE COREFLA1dECSPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64.
5. PLASTICS TESTING: 4,
TEST DESCRIPTION DESIGNATION LITE FRAME o o '
SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F I
RATE OF BURNING ( ASTM D635 1.28 IN MIN
O� w
SMOKE DENSITY
ASTM D2843 70.2% z
TENSILE STRENGTH-
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES �I•
o
a a
�D}D
® ® ® ® M ® ® ® ® ® ® ® ® ® ® [3
0 � 0 0 Dill
Lio 00
D 0 ui V)
O G�
SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES j
WITH SIDELI7E WITH SIDS(j (op
�•-w
�n
_ o
WHERE WATER INFILTRATION PERFORMANCE 1S d'
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
INSWING OUTSWING I INSWING I BUMPER O S I Z-SERIES O S I HIGH DAM 0/- 1 T4 O S I HP BUMP O S
X 37.5' +7 D.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 1+50.0 -50.0 +50.0 -50.0 +50.0 / -50.0
+55.0 -55.0 N'A I +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A NIA ¢z
OX or XO 75 +55.0 -55.0 +55.0 -55.0 ? N'A t20.0 -20.0 N A N.A
0X0 112.5 +55.0 -55.0 +55.0 -55.0 N A +20.0 , -20.0 +30.0 -30.0 +50.0 -50.0 N/A N7A
OXXO 149 +55.0 -55.0 +55.0 -55.0 N/A _ +20.0 -20.0 ,+30.0 -30.0 +50.0 -50.0 FIA N A DATE: 5126177
scuF: N.T.S.
TABLE OF CONTENTS Adi dlmloNAM �� �7 DWG.BY: SWS
CHK.BY:
SHEET #' DESCRIPTION Gmi(lw en - KURT BALTHAZOR DRAWING NO.:
1 TYPICAL ELEVATIONS & GENERAL N07ES- ----- - _ - - - - -- _______ - =F_LORIDA--P-:E.-_DYIG=MA--FL021`i=1-7 -
2 ANCHORING LOCATIONS & DETAILS //56533
i 3 ANCHORING LOCATIONS & DETAILS A SHEET 1 01`_3_
co
0
6"- SEE DETAIL 6" "� <
z
i
I I - Il II
6' &" w Q
6^ 3" o !iCL
U
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n
ti Lr)
0
C)
M1
�¢ a SEE DETAILLLJ
} J w•
• 1 � Q Y
SEE DETAIL — — SEE DETAIL"0"
_ � w
uiG H n H
6"_
—6"
I IIIA6" 6"
m od'
3"-^1 3" 3" 5 3. 3"
6" SEE DETAIL 6" #8 x 2" cn y m
"F^ ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH o
8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o
# STRUCTURE DEEP ENOUGH
En
#10 x 5/8" FOR A 1.375' THROW
#8 x 2" ' '' #10 x 1" DETAIL "E"' ASFRAGAt z
#10 x 2-1/2'" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o
0' #10 x 1'" STRIKEAPLATE TO S SHOWN. FRAME a
#10 x 5/8"
DETAIL "C' m
DETAIL "Q" a
HOT MEL -q-
0,962"1 QIP
ELASTOME ��
1.375 ....... 1.437" #s x 1-1J2'PHS
T Q
T vw z
INSWING THRESHOLD BUMPER Q/S THRESHOLD T4. O/S THRESHOLD HOT M / �, t/z'BITE �6
1 EL0.SYIII.ER .�� ?fiL i tk0.7E rj 226 17
". ••;.
SCAM N.T.S.
ff��m
1.047"
1.482" 1.75" 1.437" GLAZING D IL owc.er: SWS
-� I tl—
M ACT GLASS DRACHKNC
�L"� DRAWING NO.:
DWG MA-PCO2 t-i" 77. —.
-Z-SE.(ES-O _ -T.R SH LR=HIGH _ODf�M__O�--THRESHOLD--H---O---THRESF OL -- - = - -- -
sNEEt 2 OF 3
SEE DETAIL
3 „ 6.1__I 6"
s" s' s" �— i 6„ s„ I o
n o I ¢
Q
L
!0
U ' -
W � Z
d SEE DETAIL Ln
"D" SHT. 2 ' Lo
J o I"
r �co
SEE DETAIL a G9 Lu
"C" SHT. 2 A — o
w W
wo
A A r G I G B
6" I z
to
$� o
3 i 3" —. ' o
SEE DETAIL — I'"'3" 3.6� 6" 3, �--3"
0
„F„ SHT. 2 6.— 6" 6" o e
HARDWARE SCHEDULE a a
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. o
ATTACHMENT DETAIL 1.25" p t. 2. 4" X 4" FULL MORTISE BUTT HINGES. o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN m
MAX 1"X1/2" CORRUGATED #10X2" WOOD SCREW w
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM FROM
s" EACH END 6 FROM EACH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC CL o
—I I_
FASTENER RATING FROM THE DIFFERENT FASTENERS I w L�
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ? AC
Ic a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACE AT EACH ANCHOR ANCHOR INSTALLATION LATEXco
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 r CAULK f CL i m
WOOD SCREW EDGE DISTANCE MIN 3/4". a
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" o, x MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _MAX" (3) #10X2-t/_� I Qo
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCREWS z
MINIMUM EMBEDMENT OF 1-1/4". I EACH END A atof(AM
CL I` r WE 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ,; ® RerirMedgy; •f SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. DWG.0Y: SINS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ®
TYPICAL WOOD BUCK CHK.BY:
ANCHOR INSTALLATION_ _—
i
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rl lomas(Z�l rloma soe.com
Test Report: N/A
Product: Single door 3'x 6'8"(Wood Frame)
Scope:
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.
Anchor capacity in shear condition:
Solid members w/&w/out gap:
i
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F.,,= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 1.140 in
Mode I. Mode I, Mode II Mode III. Mode III,, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
Ka= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Zm= 302 lbs Z,= 368 lbs p= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 p= 297 lbs p= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ka= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Ca= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Solid members w/&w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t.= 0.048 in
Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F.,,= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1.= 1.140 in
Mode I. Mode I, Mode II Mode III. Mode III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= 8B4 lbs B: 1.07 B: 0.57 B: 0.5 8: 0.000
Ka= 2.400 Ka= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Zm= 5582 lbs Z,= 368 lbs p= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka= 2.400 P= 2126 lbs P= 420 lbs p= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Ka= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs,
Allowable Desi n Value C :
Fastener type: 1/4"ITW Topcon N.O.A.16-1222.06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85 ``,''
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs
Actual spacing: 3.00 in Reduction factor: 0.91 �� • G E I •�� �j
Allowable Design Value(ZfgN): Z.�= 155 lbs/anchor ` �• �` I •� i
Minimum anchor ca aci 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. •0 n Cr
TAT b F •
Anchor calculations,minimum required anchors
•
36.38 Design pressure: 85.0 psf /j . Z 0 R10A N{�\�
Area Load Ind. Max. Anchor O�A�
p1_ Zone Z O.C. Cap. Q Load Result ��
A2 A2
At 79.25 (ft) (lbs) (in) (in) (lbs) (lbs)
A, 2.3 195 N/A N/A 155 2 98 OK Luis R.ILomas P.E.
A2 7.7 656 6.00 18.00 155 5 131 OK FL No.: 62514
1 of 2 5/2/2017
L. Roberto Lomas P.E.
1432!bodford Rd.F
Manufacturer: Masonite 7
Lewisville.NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
r1lornasairlomaspe.corn
Anchor Locations:
-36.33-
-18.19
6.00 TYR- 6.00 Typ.
6.00 6.00
13.45
MAX.
79.25
6.00
Installation instructions:
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 3/16"TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/21,
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 1/2"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 L
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn=2,000PSI MINIMUM. E (P
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KS1IFU=52KSI OR ALUMINUM 6063-T5 FU=30KS1
.05Z'THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE 51 ,
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
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Luis R. L mas P.E.
FL No.: 6251
2 of 2 5/2/2017