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4 FL# FL22363-R5
' i Application Type Revision
Code Version 2017
l' 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 p
Product Manufacturer Masonite International
t yi 1955 Powis Road
Address/Phone/Email
' West Chicago,IL 60185
e>h (800)663-3667
�t
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
y. Technical Representative
Address/Phone/Email
X,
Quality Assurance Representative
Address/Phone/Email
r: nz 19
Category Exterior Doors
6 Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
1 I ,
#I' S
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
{ � ! ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
r
TAS 202 1994
(' Equivalence of Product Standards
Certified By
k.
'y y
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Florida Building Code Online
i Product Approval Method Method 1 Option A
3= Date Submitted 01/25/2019
i� Date Validated 02/25/2019
['. Date Pending FBC Approval
Date Approved 03/05/2019
rcts "
Summay°_of Produ
FL# Model,Number or Name Description j
1 . 22363.1 Fiberglass Side-Hinged Door Unit j 6-8"Opaque I/S Single Door
Limits of Use —�3 Certification Agency Certificate
I `
I Approved for use in HVHZ:Yes FL22363 R5C CAC NI013717 7-R2 [Ldf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
..; t Impact Resistant: No 05/31/2021
Design Pressure: +60/-65 I Installation Instructions j
F , Other: Evaluated for use in locations adhering to the Florida ! FL22363 R5 II FL0187.[L j
' Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
[ where pressure requirements do exceed the design pressures Created by Independent Third Party:
{ f listed. 3'-0" x 6-8" max nominal size. Hurricane protective Evaluation Reports
{x z } system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514010A.odf r
{ § Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 51.4014A.odf
Created by Independent Third Party: Yes
22363.2 —� Fiberglass Side-Hinged Door Unit16 8 Opaque O/S Single Door E
e .k a t
-a Limits of Use i Certification Agency Certificate i
<< 1 Approved for use in HVHZ:Yes i FL22363 R5 C CAC NI013717.17-R2.pdf
l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
] Impact Resistant: No 05/31/2021 I
Design Pressure: +60/-60 Installation Instructions j
Other: Evaluated for use in locations adhering to the Florida ( FL22363 R5 II FL0187.[Ldf. I
Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0"x 6-8" max nominal size. Hurricane protective Evaluation Reports
zi < § system required in HVHZ,but not in the Wind Borne Debris FL22363 R5 AE 514010A.pdf (V
Region.See DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.odf
Created by Independent Third Party: Yes —
h
22363.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Sidelites j
` Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.17-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
3 , Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 Installation Instructions 1
" I Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.pdf
Building Code, including the High Velocity Hurricane Zone, and 1 Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party: 1
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ,but not in the Wind Borne Debris FL22363 R5 AE 514008A.pdf '
Region. See DWG-MA-WL0187 for details. ( FL22363 R5 AE 514012A.12df
I Created by Independent Third Party: Yes
22363.4 Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o j
Sidelites ---"�
P5 Limits of Use Certification Agency Certificate
I raK Approved for use in HVHZ:Yes FL22363 R5 C GAG NI013717.03-R2.pddf j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
k d5 p
t e3 Impact Resistant: No 05/31/2021 f
t,t
{ Ij Design Pressure: +40/-40 Installation Instructions
R° Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0189.pdf
( Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures 1 Created by Independent Third Party:
} J listed. 12'-0"x 6-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.odf
See DWG-MA-WL0189 for details. FL22363 R5 AE 514012A.pdf
j Created by Independent Third Party: Yes
f 22363.5 Fiberglass Side-Hinged Door Unit6' 8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or 1
I!` w/o Sidelites
] Limits of Uses !Certification Agency Certificate
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wOEVXQwtDgs3M6in9"/o2fK8XPOv7Ro8yOHRga2pQyi0f'QKBIkVjnFjOV8Q%3d%3d[7/24/2019,:26:40 PM]
Florida Building Code Online
Approved for use in HVHZ:Yes I' FL22363 R5 C CAC NI013717.04-R2.pddf I
+•: Approved for use outside HVHZ:Yes {Quality Assurance Contract Expiration Date
Impact Resistant: No _ Q5/31/2021
* ' Design Pressure: +50/-50 Installation Instructions
` Other: Evaluated for use in locations adhering to the Florida I FL22.363 R5 II FL0193.12df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management! nstitute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
P: listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.idf 1111
See DWG-MA-WL0193 for details. FL22363 R5 AE 514012A.odf
Created by Independent Third Party: Yes
x 22363.6 Fiberglass Side-Hinged Door Unit 6 8"Impact Glazed I/S or O/S Single or Double Door w/or w/o
i Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R5 C CAC NIO13717.05-R3.odf
�,. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
Impact Resistant:Yes 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0195.�df
Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute j
!k d where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 6-8" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514008A.12d
DWG-MA-WL0195 for details. FL22363 R5 AE 514012A.[2_df
` I Created by Independent Third Party_Yes !
i' 22363.7Fiberglass Side-Hinged Door Unit 8' Opaque0 I/S Single Door
_
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.18-Rl.odf 1
.' k Approved for use outside HVHZ:Yes 1 Quality Assurance Contract Expiration Date
e Impact Resistant: No 05/31/2021
r Design Pressure: +60/-65 Installation Instructions 1
H Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pdf
` Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management lInstitute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
' S listed. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
l,
, system required in HVHZ, but not in the Wind Borne Debris j FL22363 R5 AE 514009A.12df
- ` I Region. See DWG-MA-WL0188 for details. 1 FL22363 R5 AE 514013A.pddf
+ 1 Created by Independent Third Party: Yes
d 22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door
' Limits of Use ._-- ^— Certification Agency Certificate {
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.18-Rl.pdf
f
t• Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +60/-60 Installation Instructions
"4:1,1, Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pddf,
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&'Management Institute
o0j where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514009A.pddf
Region. See DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.oddf
Created by Independent Third Party: Yes
f 22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S or O/S Single or Double Door w/lor w/o
f c
Sidelites 1
' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.18-Rl.odf
3d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {
# w 3 jjjl( Impact Resistant: No 05/31/2021 I)
Design Pressure: +50/-50 Installation Instructions
I Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188,12d
+ Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute I1
where pressure requirements do exceed the design pressures Created by Independent Third Party: i
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports j
system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514007A.pdf I
Region. See DWG-MA-WL0188 for details. ( FL22363 R5 AE 514011A.pdf
{°:I Created by Independent Third Party: Yes
1? 22363.10 Fiberglass Side-Hinged Door Unit 8'-0" Glazed I/S or O/S Single or Double Door w/or w/o i
Sidelites — —
C,
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ:Yes ( FL22363 RS C CACNIO 7 7 08-R odf
http://www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkVjnFjOVBQ%_,d%3d[7/24/2019 3:26:40 PM]
Florida Building Code Online
m ,V� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
�.. Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions j
Other: Evaluated for use in locations adhering to the Florida F1_22363 R5 II FL0190 pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure,requirements do exceed the design pressures Created by Independent Third Party:
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
3' system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514007A.pdf
.+ See DWG-MA-WL0190 for details. FL22363 R5 AE 514011A pd
E. Created by Independent Third Party: Yes —
22363.11 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
1= i Sidelites
�< a Limits of Use (Certification Agency Certificate 1
Approved for use in HVHZ: No FL22363 R5 CCC NI013717.09-R2.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1 05/31/2021 j
�e Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida ( F1_22363 R5 II FL 0196.odf
Building Code,excluding the High Velocity Hurricane Zone,and ( Verified By: National Accreditation &Management'Institute i
' I where pressure requirements do exceed the design pressures I Created by Independent Third Party: I{
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports i
t s a I system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514007A.pdf
DWG-MA-WL0196 for details. ] FL22363 R5 AE 514011A p-ddf.
1 Created by Independent Third Party: Yes
;t 22363.12 Fiberglass Side-Hinged Door Unit 8'-0'Impact Glazed O/S Single or Double Door w/'or w/o
Sidelites
Limits of Use u Certification Agency Certificate —
Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R2.[Zdf
R; r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date f
Impact Resistant:Yes 05/31/2021
+ k Design Pressure: +45/-40 Installation Instructions
I. Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.pdf
akx Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
` listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R5 AE 514007A.pdf k
DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.odf
h ' Created by Independent Third Party: Yes
22363.13 ;HPC Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o !
Sidelites I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.07-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date t
r Impact Resistant: No 05/31/2021
x. Design Pressure: +47/-47 Installation Instructions
S " + Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0192.pdfdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management,Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
i listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ and in the Wind Borne Debris Region. F1_22363 R5 AE 514007A.odf
s £x Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 R5 AE 514011A,pd
details. Created by Independent Third Party: Yes
'.r 22363.14 HPC Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
[�� Sidelites
Limits of Use Certification Agency Certificate
a Approved for use in HVHZ:Yes FI22363 R5 C CAC NI013717.02-R2pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
s e - Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida I FL22363 R5 II FL0191.[Ldf
k Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
r``p where pressure requirements do exceed the design pressures Created by Independent Third Party: SS
listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
�., system required in HVHZ and the Wind Borne Debris Region. FL22363 R5 AE 514008A.pdf
I.: Door top rails stamped"HPC". See DWG-MA-WL0191 for FL22363 R5 AE 514012A.2 f
details. Created by Independent Third Party: Yes I
Ego I, l
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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013717.04-112
n' u 1955 Powis Road Certification Date: 05/12/2017
'> West Chicago, IL 60185 Expiration Date: 05/31/2021
Revision Date: 05/02/2018
Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
3/4 Lite of Less Doors w/and w/o Full-Lite or Less Sidelites(w/Wood Frame or Worldwide
Composite Frame°unless noted)
Specification: TAS 202-94/ASTM E330-02 Glazing: Insulating Glass(Tempered)
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,*I,tv,,1-.Namiecrtitication.conl. NAMI's Certification Pro ram 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&
Outswin O a ue Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 6'8" +50/-50 0.0 psf No ATLNC 1012.01-16R
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
X O/S Glazed 3'0"x 6'8" +50/-50 3.75 psf 46.0 psf z No ATLNC 1012.01-16R/W-i 813/W-1843/W-1860
Single 3/4-Lite Max 8.25 psf 1/9.0 psf 3 Maximum Panel Size:3'0"x 6'8"
7.5psf' AnchorDetails-DWG-MA-FLO193-17
Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FLO 193-17
XX O/S Glazed 6'0"x 6'8" +50/-50 3.75 psf 46.0 psfz No ATLNC 1012.01-16R/W-1813/W-1843
Double 3/4-Lite Max 8.25 psf 3/8.25 psf 5 Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FLO193-17
XO/OX 1/S Glazed 6'0"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-16R
Single w/Sidelite 3/4-Lite Max Sidelite-No Maximum Panel Size:3'0"x 6'8'-
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.75 psf 1/6.0 psfz Door-No ATLNC 1012.01-16R/W-1813/W-1843
Single w/Sidelite 3/4-Lite Max 8.25 psf 3/9.0 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
OXO 1/S Glazed 9'0"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-16R
Single w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
OXO O/S Glazed 9'0"x 6'8" +50/-50 3.75 psf 1/6.0 psfz Door-No ATLNC 1012.01-16R/W-1813/W-1843
Single w/Sidelites 3/4-Lite Max 8.25 psf 3/9.0 psf 5 Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
OXXO I/S Glazed 12'4"x 6'8" +50/-50 0 psf Door-No ATLNC 1012.01-16R
Double w/Sidelites 3/4-Lite Max Sidelites-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
OXXO O/S Glazed 12'4"x 6'8" +50/-50 3.75 psf 46.0 psf'- Door-No ATLNC 1012.01-16R/W-1813/W-1843
Double w/Sidelites 3/4-Lite Max 8.25 psf 3/8.25 psf 5 Sidelitse-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L I I I Anchor Details-DWG-MA-FLO193-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro T4 Threshold(-Denotes HP Outswing 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:
p� pq^ p' �
yp MASONITE. - 149'MAX. OVERALL FRAME WIDTH _ -.__....._.__�I Q -
U �
21" MAX 36.375" MAX. 21" MAX v Q
3/4-LITE FIBERGLASS DOOR UNIT -D.L.o.- -PANEL wrprH- D.L.O. - 37.5" MAX ¢ Q J
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES I i W/ASTRAGAL i �FRAME WIDTH Z CC
r
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO '� U
_ THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM fI I W In
.�
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
I I! `
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). °j II I O c-
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. co ,o I' CIO
.Q
, 3. WHEN INSTALLED IN THE WIN
O-BORNE DEBRIS REGION,
I
co
Ld
HURRICANE PROTECTIVE SYSTEM SHUTTERS IS REQUIRED. gC)
I
8
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
W
AND SMOKE DEVELOPED INDEX I I
OF 60 PER ASTM E84. to + I w
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNRION TEMP ASTM D1929 752 'F > 650'F 1842 'F > 650 'F
RATE OF BURN ASTM D284 0.56 IN MIN
_ i 1.28 IN/MIN
SMOKE DENS(Tl' ASTM D2843 53.4%
TENSILE STRENGTH' ASTM 0638 3.2% DIFF 1.8% DIFF -,`Oo wId
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): I
TEST DESCRIPTION DESIGNATION RESULT
�__..._.
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F
RATE OF BURNING I ASTM D635 O.0 INIMIN
SMOKE DENSITY ASTM D2843 39.0% 4
D9SlBLE DOOR UNIT WiSIDELITES IL a,
ITEN$ILE STRENGTH- I ASTM D638 3._67 DIFF '
r
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �N m
4500 HOURS XENON ARC METHOD 1-
I
a to
® •I • = z
;r wI rila
I I o0
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11® 1111 1111 1111 X11 ' 111®
it I !, r
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510LE DOOR UWIT DOUBLE DOOR U 1NtT SINGLc" D�g_.U�1(7 SINGLE, DOOR UNIT ,$ L ..._pQ.9_R UNIT W/SIOELITDOUBLE QOOR UNIT W1
NS N Q
_W!Ta S__._..QEAtLF WITHSIDELIT
WHERE WATER INFILTRATION PERFORMANCEIS
DESIGN PRESSURE RATING C _ REQUIRED TO BE 15% OF DESIGN PRESSURE
INSWING INSWING BUMPER 0 S Z-SERIES 0'S I HP OJ_S T4 0'S HIGH DAM 0 S m c p
X 37.5 50.0 -50.0 +50.0 -50.0 NTA +25.0 -25.0 +40.0 -40.0 +50.0 J-50.0 +50.0 -50.0 +50.0 -50.0
NTA +25.025.0 +40.0 -40.0 NIA I+50.0 -50.0 +5D.0 / -50.0 , I z.
OX or XO 75 +50�` -50.0 +50.0 -50.0 N;'A +25.0 / -25.0 140.0 -40.0 NjA x+50.0 -50.0_ +50.0 j -50.0 tmT�: 261
.--r 4 7
0X0 112.5 _ +50.0 -50.0 I+50.0 -50.0 N A +25.0 -25.0 i+SO.D -40.0 N A +50.0% 50.0 +50.0 -50.0
y OXXO I 149_ +50.0 _50.0 +50.0_T-50.0 N/A +25.0 25.0 I+40. -40.0 I NJA .1.+50.0 /' -50.0 +50.0 _-50_0 i ,•y Sc^tf-- N.T.S.
TABLE OF CONTENTS �
SHEET DESCRIPTION
--1� iTYPICAL ELEVATIONS & GENERAL NOTES _ Ctrf Tt? .P F-- KURT BALTHAZOR �N N: -`
2 ANCHORWG LOCATIONS & DETAILS --- -- - -- Pw6. _ -_ _- ____ FLORIDA P.E. F--,G
w'ac No.:
3 ANCHORING LOCATIONS & DETAILS -- -,$a -'�v-•----'-- - -- - -X56533 -A4A=t3-07B3=13EP 1 or 3
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Y
6- 0
rL
Y I—7c;4 SEE'DETAIL
3.
6' #8 x 2 1 6. - M(A
'F' ASTRAGAL RETAINER BOLT HOLE ----
MUST BE DRILLED THROUGH
#10 x 5/8" THE THRESHOLD & INTO THE
#8 x 2" E5- I STRUCTURE DEEP ENOUGH
#10 x 5/8! Dl TAlL "E� TRAGAL FOR A 1.375" THROW 18
#8 x 2" #10 DETAIL "F" ASTRAGAL
#10 x IATTACH ASTRAGAL RETAINER BOLT w 0
0
❑ #10 x 2-112" STRIKE PLATE TO FRAME
"
AS SHOWN. a.
#10 x 5/8f
DETAIL ."C" lz
f W 1/2'r TW w.ss I-w yr IMLATM cuss
N
DEMIATK MtRt —DECORATIVE�l
NOT WLY Pnotm) "m MIT (OPT"W C14
0,962"j ELASTOVER —.012,Tw. �ERI__� _.W4'TEW,
in
L x 1-1 jr pHs #6 x IFrs
-
1.375' 1.437' arm,FUM,OR UrTA&L SPACMER w M.mw.OR"TK SPAM
T T T Hm umt i/r Da Hot WaT_-, - .,
an <c;
UASM.ZR DAWMR z
BUMPER O/S THRESHOLD
�R ICE= DATE 4/26/17
NON-IMPACT.
BL ZING_DETAIL 6LTERNATE GLAZING. DUAl SCALE: N.T.S.
I QN
1,482' 1.75"2;g 1.047" 1.437" .G A =8jeAQ GLASS M.&Y.- SWS
P�n c"K.BY:
T T T zd) DRAVYING Mi
-116, - 7
LZ_�S E R I E
5_0_1 _THRESHOLD 2tHjDAM_O
I Stan 2_of
----------
SEE DETAIL _- 3„ g" - - - 6" a
"E" SHT. 2�I 3^ - 3" O
3„ 6" 3. _ �'
_I I—II i� I _I__ I ! � � IIs'jl I I —_— I !� "1 � p J
1
zoo
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I W C O Z 0-
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II a SEE DETAIL I =�;- �I " a L4 U
r fa ¢ I I ~ L0
' I "D" SHT. 2 � I i to i �
r r `I. r
/9 a Q ` LLJ
SEE DETAIL o Q
"C" SHT. 2
; II
f n
I � I W
6"
m z o
3' I 3'-11
' g vw a vy
AdhMmroNNS -I 3" `f 3.,63"
3"
6v
Cai4m �13 /a SEE DETAIL 6"- I_ „
irF— e�L F" SHT. 2 ( �
HARDWARE SCHEDULE a a
TTACHMENT DETAIL 7• KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND i 3:3-
A m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE -` - - - -
1,25"T Y- - .2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN t. I
.:� -J MAX.
� - - - ¢'
FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"X1 2" CORRUGATED ({10X2" WOOD SCREW al
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM _ 3" ROM EACH END 6" FROM EACH END a. to
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL_ I_ M2N" a
AND 7" OC AND 12' OC x o 0
�f,.;
Ij
#10 WOOD SCREWS, 144" TAPCONS, AND #10 TEK SCREWS. .,,y. 0.25" I On,
A PHYSICAL SHIM M SHIM SPACE AT EACH "sci sH° ACRYLIC ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I ATEX C
W000 SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY
CL — aCRTyLIC
DISTANCE MIN 1/2". ANCHOR INSTALLATION +; AN jCLULK
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO r "
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
5�1 �� " � ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
1N" � � --
1 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM `a+Ax (3) #1Ox2-1/2" (a) QyOX2-1/2" I z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WOOD SCREWS WObD SCREWS
r EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL- I- Dare: 4 26 77
MINIMUM EMBEDMENT OF 1-1/4". E-A.-
N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO -i= Dwo.sr: SWS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK C"K'B'•'
I _ _ ANCHORNSTALLATION Druwwc NC.:
5.--MINIMUM_DESIGN VALUE_STRENGTH OF ANCHORS 155 LBS. - _____I ------ - ---- -INTEGRAL WOOD-- -- -- —INTEGRAL=WN1 �wc=taa=rro�9s=��
MULLION (CHS) MULLION (CHS) SHEET 3 or 3
---- ----=I
L. Roberto Lomas P,E.
1432 Woodford Rd. Manufacturer: Masonite j
Lewisville.NC 27023 Report#. 514008A
434-688.0609 Date: 10/10/2017
rllomas c(�ldomaspe.coni
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(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/d 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: Fyo= 80,000 psi
Side member: Douglas Fir-Larch(G=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: Fa= 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
Mode Im Mode I, Mode II Mode 111, 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
Ko= 2.400 Ko= 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
Ko= 2.400 P= 297 lbs P= 3I9 lbs p= 263 lbs
Min.Design value: Z= , 110 lbs Z= 138 lbs Kn= 2400 Ko= 2.400` Ka= 2400
Duration Factor: co= 1,6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value tZCo): Z'= 175 lbs/anchor
Fastener type: 1/4 ITW Tapson 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)
astener type: #30 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZF5); Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Area Load Ind.
Max- Anchor
Al
�j Zone t O.C. Cap. Load Result
i A2 79.25 (ft) (lbs) (in) (in) (Ibs) Q (lbs)
Ai Ai 2.3 138 N/A N/A 155 1 138 OK
} f AZ 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 1 3 154 OK
�►�irr'rr
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf ,�\�, ��
Max. Anchor \, C, R• Ll 0
Area Load Ind. N \ • • •�• �j
Al A4 A4 Al Zone t O.C. Cap. Load Result \\ J •
Y Y Y Y (ft) (lbs) (in) (;n) (Ibs) `�'� (Ibs) Nz.• \" S S
_ IF•
�j j j j 79.25 A, 2.4 146 N/A N/A 155 1 146 OK `*+ O 5 '•
Al Aa A4 Al Az 7.9 473 6.00 21.00 155 5 95 OK _
l A3 7.8 468 N/A N/A 155 4 117 OK �.�^ •
147.75 Aa 2.3 138 N/A N/A 155 1 138 OK i'/+ , TAT OF
AS 7.7 1 463 N/A N/A 155 3 154 OK ++R P.•��/`
� lI
/// NA
Luis R. Lomas P.E.
FL No.: 62514
1 of 4
10/10/2017
I
i
L. Roberto Lomas P.E.'
1432wooftrdRd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434-686-0609 Date: 10/10/2017
rl lornas�Irlomaspe.con-
i
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 T R 18.19 TYP.
3.00 TYP.
6.00
18
MAX
O.C.
I
I
79.25
i
6.00
=* 0, 251 • *—
TAT i 0 F •
�i�//ONAL!1E\\��
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
' 1 ,I
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514008A
434-688-0609 Date: 10/10/2017
rl loinas65�I rlonias0e.coal
Double door with sidelites
37.50 36.38 36.38 37.50
—1 .75 TYP.
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP. '
6.00
18'
MAX
O.C.
79.25
I
I
� I
I
6.or)
0
•�\C,E NiSF q(p
4.- TAT
0 F • zz
111ONAL E�G���
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
' I
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rl Ian as�l riornaspe.Cont
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"
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.
SRUCTURE USE#10 M R ELF 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,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.
i
51
i
��o • TAT IOF •
i 0 . �.
Luis R. Lomas P.E.
FL No-:62514
4 of 4 10/10/2017
i
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#. 514012A
434-688-0609 Date: 10/10/2017 j
rl lom as.o�l rlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8"(composite frame)
Scope:
This analysis provides calculations,quantities,anis 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/6 w/out gap:
a.With threads present in shear plane j
Fastener type:#10 wood screw (NDS 2012,NDS 20I5,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fye= 80,000 psi
Side member:PVC 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�,= 10,000 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
Mode I,,, Mode I, Mode II Mode 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 B: 1.07 8: 0.57 B: 0.5 8: 0.000
Ka= 2.400 Ka= 2.400 C: -681.799 C: -253.623 C: -521,824 C: -93.6
Z.= 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 Ko= 2.400 Ka= 2.400 K,= 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 Topcon Tabulated values
N.O.A.16-1222.06 edge spacing(tn)
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)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5)
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: Fsv 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: tt 1.000 in Thickness: t, 0.052 in
Ultimate tensile strength: Ft�i 14 ksi Ultimate tensile strength: Fruz 22 ksi
Nominal strength per bearing(side member):Rn=21)tjFn, Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member):Rn=2Dt2Ft=2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t,'D)"%u, Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength: Rn=A,F=,/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: a=3
Allowable shear and bearing capacity: P., 145 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-SI00-12,sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fs, 54.0 ksi
Screw root area: Ar 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: 11 1.000 in Thickness: t, 0.0" j
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: Fu= `\,\`�1�" /O
Nominal strength per tilting:Rn=4.2(t2'D)"ZF,z Rn= 1001 lbs (Eq E4.3.1-1) \ R. L /
Nominal strength per bearing(side member):Rn=2.7Dt�F„� Rnl= 7182 lbs (Eq E4.3.1-2 and-4) �� _`�� • • • • .
_ V ff�• C
Nominal strength per bearing(main member).Rn-2.7Dt,F,e Rn2= 1280 lbs (Eq E4.3.1-3 and-5) `� •��V G�lS • S �i
Nominal screw shear strength:Rn=A,F:/1.25 Rn=
i 654 lbs = • � � �
Safety factor: n=3 ^-* QCOF
Allowable shear and bearing capacity: Pd 218 lbs/anchor • %Minimum anchor capacity: 145 lbs/anchorTANote:Anchors with the least capacity is used forcalculations to quatdyanchors with higher capacity. �. •
:cZ ORI . G��Z�\
///SZONAI`�?\���
Luis R. Lomas P.E.
FL No.:62514
1 of 4 10/10/2017
I
I
I
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rl IomasCc21 rlom aspe.cons
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al /T\
Area Load Ind. Max- Anchor
Zone 2 O.C. Cap. Load Result
A,I- Y� 79 25 (ft) (Ibs) (in) (in) (lbs) Q� (lbs)
Al 2.3 138 N/A N/A 145 1 138 OK
J._.-_ ...� AZ 7.7 463 6.00 21.00 145 5 93 OK
72-75 A3 7.7 463 N/A N/A 145 4 116 OK
I
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Ma x' Anchor
YAl A4 A4 Al Zone (ft?) (lbs O.C. Cap. Load Result
Y - Y __Y ) (in) (in) (lbs) ' Qty (Ibs)
�� j _ j j A2 79.25 Al 2.4 146 N/A N/A 145 2 73 OK
Al A4 A4 Al A2 7.9 473 6.00 21.00 145 5 95 OK
I A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A, 2.3 138 N/A N/A 145 1 138 OK
A 7.7 463 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
18'
MAX
O.C.
i
79.25
I
I
j
I
I
1l
Ll
6.00 i
o , TAT 0 F
Luis R. Lomas P.E.
FL No.:62514
2 of 4 10/10/2017
I
I
I
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville.NC 27023 Report#. 514012A
434-688-0609 Date: 10/10/2017
rl lorn as(a�I rlornaspe.corn
Double door with sidelites
37.50 36.38 35.38 37.50
18.75 T'P,
6.00 TVP. 6.00 TVP. 18.19 TVP.
3.00"T,
I
6.00
18'
MAX
O.C.
I
I i
79.25
i
I
I
6.00
4,- .TA
�0T OF
.e► .,c` P • ti�
ONAL E?G\\\
//llflllll�
Luis R. Lomas P.E.
AFL No.: 62514
3 of 4 10/10/2017
i
i
I
it
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lemswife,NC 27023 Report#: 614012A
434-688-0609 Date: 10/10/2017
r1lomaSno Womaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112,
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASON RY/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,OOOPSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.06Z'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 MASONRYICONCRETE 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.
Ii
P . Lo
N
\rE1V6*. cp
jo
TAT 9 OF
��it��ONAt`E��t�~
ZOR11
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017