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Pmrlur t AuDrnval Mem'>Product or Annlication Search>Application List>Application History>Application Detail �� (ti
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FL# FL22363-R4 m a 1 O
Application Type Editorial Change o
Code Version 2017
-?.,,,..1
Application Status Approved 3
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived 0
.
' Product Manufacturer s Masonite International
• Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
�` sschreiber@masonite.com
i
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email b"
•
Category Exterior Doors J'0
Subcategory Swinging Exterior Door Assemblies {
Compliance Method Certification Mark or Listing 4/
ortai
• Certification Agency National Accreditation &Management Institute
Validated By National Accreditation&Management Institute
•• Referenced Standard and Year(of Standard) Standard ar
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 202 1994
=`I
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
i Date Submitted 12/10/2018
Date Validated • 12/11/2018
Date Pending FBC Approval
Date Approved 12/11/2018
r �
Summary of Product's
s f
FL# 'Model,Number or Name I Description
22363.1 Fiberglass Side-Hinged Door Unit 6'-8" Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes Fl 22363 R4 C CAC NI013717.17-R2.odf
•
• I
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
I Impact Resistant: Yes f 05/31/20211
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FI 0187.pdf
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
system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514010A.pdf
Region. See DWG-MA-WL0187 for details. I FL22363 R4 AE 514014A.odf
Created by Independent Third Party: Yes
22363.2 Fiberglass Side-Hinged Door Unit I 6'-8" Opaque 0/S Single Door
Limits of Use Certification Agency Certificate
1 Approved for use in HVHZ:Yes FL22363 R4 C CAC NI013717.17-R2.odf
1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II • FL0187.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. 3'-0" x 6'-8" max nominal size. Hurricane protective Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514010A.odf
Region. See DWG-MA-WL0187 for details. FL22363 R4 AE 514014A.pdf
Created by Independent Third Party: Yes
22363.3 ; Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ: Yes I FL22363 R4 C CAC NI013717,17-R2.odf
•
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0187.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 6'-8" max nominal size. Hurricane protective Evaluation Reports
{ system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514008A.odf
Region. See DWG-MA-WL0187 for details. FL22363 R4 AE 514012A.odf
Created by Independent Third Party: Yes
22363.4 I Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R4 C CAC NI013717.03-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
' Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 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 Created by Independent Third Party:
listed. 12'-0" x 6'-8" max nominal size. Hurricane protective Evaluation Reports
.; ;system required in HVHZ and the Wind Borne Debris Region. FL22363 R4 AE 514008A.odf
See DWG-MA-WL0189 for details. FL22363 R4 AE 514012A.odf
Created by Independent Third Party: Yes
22363.5 ! Fiberglass Side-Hinged Door Unit 16'-8" 3/4-Lite Glazed I/S or 0/S Single or Double Door w/or
w/o Sidelites
Limits of Use Certification Agency Certificate
} A• pproved for use in HVHZ: Yes FL22363 R4 C CAC NI013717.04-R2.odf
I ; Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date
Impact Resistant: No i 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated',for use in locations adhering to the Florida FL22363 R4 II FLU193.odf
BuildingCode, includin h
g the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
9
where pressure requirements do exceed the design pressures j Created by Independent Third Party:
listed. 12'-0" x 6'-8" max nominal size. Hurricane protective I Evaluation Reports
`_ system required in HVHZ and the Wind Borne Debris Region. FL2.2363 R4 AE 514008A.Ddf
See DWG-MA-WL0193 for details. FL22363 R4 AE 514012A.Ddf
Created by Independent Third Party: Yes
•22363.6 1 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
. Approved for use in HVHZ: No FL22363 R4 C CAC NI013717.05-R2,odf
j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +50/-50 I Installation+Instructions
Other: Evaluated for use in locations adhering to the Florida ( FL22363 R4 II FL0195.pdf
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 6'-8" max nominal size. Hurricane protective Evaluation Reports
• ,"; system not required in the Wind Borne Debris Region. See FL22363 R4 AF 514008A,odf
DWG-MA-WL0195 for details. FL22363 R4 AE 514012A.odf
E Created by Independent Third Party: Yes
22363.7 ! Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R4 C CAC NI013717.18-R1.pdf
`; Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0188.odf
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. 3'-0" x 8'-0" max nominal size. Hurricane protective Evaluation Reports
' k, system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514009A.odf
: Region. See DWG-MA-WL0188 for details. FL22363 R4 AE 514013A.odf
Created by Independent Third Party: Yes
22363.8 Fiberglass Side-Hinged Door Unit 8'-0" Opaque 0/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R4 C CAC NI013717.18-R1.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0188,Ddf
`',` '..; + : 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. 3'-0" x 8'-0"'max nominal size. Hurricane protective Evaluation Reports
.• system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514009A.Ddf
Region. See DWG-MA-WL0188 for details. FL22363 R4 AE 514013A.pdf
Created by Independent Third Party: Yes
22363.9 , Fiberglass Side-Hinged Door Unit 8'-0 Opaque I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R4 C CAC N1013717.18-R1.odf
Approved for use outside HVHZ: Yes (Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/31/2021
; Design Pressures +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0188.odf
'- - F 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'-0i' max nominal size. Hurricane protective Evaluation Reports
' "' system required in HVHZ, but not in the Wind Borne Debris FL22363 R4 AE 514007A.odf
i, - ' Region. See DWG-MA-WL0188 for details.. FL22363 R4 AE 514011A.odf
i Created by Independent Third Party: Yes
22363.10 ) Fiberglass Side-Hinged Door Unit i 8'-0" Glazed I/S or 0/S Single or Double Door w/or w/o
I L Sidelites
Limits of Use 1 E Certification Agency Certificate
Approved for use in HVHZ: Yes ( FL22363 R4 C CAC N1013717.08-R1,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FLO190.Ddf
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
system required in;HVHZ and the Wind Borne Debris Region. FI 2236 R4 0E 514007A.Ddf
r - 'See DWG-MA-WL0190 for details. FL22363 R4 AE 514011A.Ddf
Created by Independent Third Party: Yes
22363.11 ; Fiberglass Side-Hinged Door Unit 18'-0" Impact Glazed I/S Single or Double Door w/or w/o
I Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R4 C CAC N1013717,09-R1,pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
"t Impact Resistant:Yes 05/31/2021
Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0196.Ddf
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 R4 AE 514007A.Ddf
DWG-MA-WL0196 for details. FL22363 R4 AE 514011A.Ddf
Created by Independent Third Party: Yes
22363.12 {Fiberglass Side-Hinged Door Unit 1 8'-0"Impact Glazed 0/S Single or Double Door w/or w/o
Sidelites
f ; Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R4 C CAC NI013717.09-R1,Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021
Design Pressure: +45/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0196,Ddf
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:
I listed. 12'-0" x 8'-0" max nominal size. Hurricane protective Evaluation Reports
system not required in the Wind Borne Debris Region. See FL22363 R4 AE 514007A.Ddf
I DWG-MA-WL0196 for details. FL22363 R4 AE 514011A,.pdf
Created by Independent Third Party: Yes
22363.13 I HPC Fiberglass Side-Hinged Door Unit 8'-0" Glazed I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R4 C CAC NI013717.07 R1.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +47/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FL0192,Ddf
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
system required in HVHZ and in the Wind Borne Debris Region. FL22363 R4 AE 514007A.Ddf
Door top rails stamped "HPC". See DWG-MA-WL0192 for FL22363 R4 AE 514011A.Ddf
details. Created by Independent Third Party: Yes
22363.14 i HPC Fiberglass Side-Hinged Door Unit 6'-8"Glazed I/S or 0/S Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R4 C CAC NI013717.02-R?.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R4 II FLO191.odf
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 6'-8" max nominal size. Hurricane protective Evaluation Reports
j system required in HVHZ and the Wind Borne Debris Region. FL22363 R4 AE 514008A.pdf
r . Door top rails stamped "HPC". See DWG-MA-WL0191 for FL22363 R4 AE 514012A,Ddf
!details. Created by Independent Third Party: Yes
NOTICE OF PRODUCT CERTIFICATION
siva cal?T/pc�rz
� •
o , ,,,,' . oy-, Company: Masonite International Corporation Certification No.: N1013717.04-R2
G�4'� '''r,, 1)-
-\\ 1955 Powis Road Certification Date: 05/12/2017
j �!x West Chicago, IL 60185 Expiration Date: 05/31/2021
4r..)V1® Revision Date: 05/02/2018
�'�,, �" ,.�� Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
,4PEL
Aws.o•,,s6:, 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
pr-oduct_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.i\anticertification.cmn. NAMI's Certification Program is accredited b _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 Glazed 3'0"x 6'8" +50/-50 0.0 psi No ATLNC 1012.01-16R
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
X 0/S Glazed 3'0"x 6'8" +50/-50 3.75 psi V6.0 psf' No ATLNC 1012.01-I6R/W-I813/W-1843/W-1860
Single 3/4-Lite Max 8.25 psf'/9.0 psi" Maximum Panel Size:3'0"x 6'8"
7.5 psf�' Anchor Details-DWG-MA-FLO193-17
Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FLO193-17
XX 0/S Glazed 6'0"x 6'8" +50/-50 3.75 psf'/6.0 psf' No ATLNC 1012.01-16R/W-1813/W-1843
Double 3/4-Lite Max 8.25 psf 3/8.25 psf' Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0193-17
XO/OX I/S Glazed 6'0"x 6'8" +50/-50 0 psi 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 0/S Glazed 6'0"x 6'8" +50/-50 3.75 psf'/6.0 psf'- Door-No ATLNC 1012.01-I6R/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 psi 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 0/S Glazed 9'0"x 6'8" +50/-50 3.75 psf'/6.0 psf2 Door-No ATLNC 1012.01-16R/W-1813/W-1843
Single w/Sidelites 3/4-Lite Max 8.25 psf'/9.0 psf' Sidelites-No Maximum Panel Size:3'0"x6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FLO193-17
OXXO I/S Glazed . 12'4"x 6'8" +50/-50 0 psi 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-FLOI93-17
OXXO 0/S Glazed 12'4"x 6'8" +50/-50 3.75 psf'/6.0 psf'- Door-No ATLNC 1012.01-16R/W-1813/W-1843
Double w/Sidelites 3/4-Lite Max 8.25 psf 3/8.25 psi' Sidelitse-No Maximum Panel Size:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0193-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-111-Dam Outswing Threshold 4-w-1815 5-Worldwide Pro T4 Threshold 6-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: de
•
00
1 MASO SITE. ,_ 149'MAX. OVERALL FRAME WIDTH ._ .....�... _ IX
21" MAX 35.375" MAX. 21" MAX 0
3/4-LITE FIBERGLASS DOOR UNIT -D.L.O.-.- ; ---PANEL WIDTH-I ----D.L.D. --i 37 D„ MAX. "� 0-
6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES _ V1/ASTRAGAL FRAME WIDTH
L�
..... - F=
j ' ' z
GENERAL,J 07t.$ _. �, l _...........__ _ CS
' it � ! wO ¢
1. EVALUATED ORI FGR USE IN LOCATIONS HEADHERING TO I--
4 U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE r f
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 1
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ___ W lf')(Sj
DOESTIOT EXCEED THE DESIGN PRESSURES IFATED I X I. o I_:' U7
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). °T f li C7 N 0 I--
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. -d I " u) <-•(n
X h d I Q LL.1
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, ' -0-HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. w `s"'Q I 0 Z
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 z N)-) 1 '� -
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EB4. g `�V) I I � 'e I` I ':.t �� i
5. PLASTICS TESTING: _111
_ a
TEST DESCRIPTION DESIGNATION FACING LITE FRAME t
I SELF IGNITION TEMP 1 ASTM D1929 752 'F > 650 'F 842 'F > 650 'F .. .
Q a z"'
RATE OF BURNING ASTM D635 I 0.56 IN/MIN , 1.28 IN/MIN _ a
1
•SMOKE DENSITY ASTM D2843 53.4% 70.2% 1 I _ + 0 $ m z
.............. to W W
TENSILE STRENGTH. ASTM D638 , 3.2% DIFF 1.8% DIFF f + �. .r-.-.---
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): I I o o e c-s
TEST DESCRIPTION DESIGNATION RESULT -'- - --- --- -
�1 o
o[
j SELF IGNITION TEMP ? ASTM D1929 779 'F > 650 'F ' �.
RATE OF BURNING i ASTM D635 0.0 IN/MIN
SMOKE DENSITY I ASTM 02843 39.0% DOUBEE �
LE_DOOR UNIT W/SjQEUI � 4
TENSILE STRENGTH. 1 ASTM D638 3.6% DIFF I }
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING NLn
m
• •• -• r '•• ARC METHOD 1 ,
F.-.=] 11 7 re7 ,__ ,
, 1-7,
, , .
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cam ,
GL
SINEOO
DR Q JJT DOUBLE 000RJJN1T SINGLE DOOR UNIT SINOLE...009W UNIT SINGLE DOOR UNIT W/SIOELLTE$ DOUBLE DOOR UNIT WISIDELITE$ �V¢
WITH SIDELITE .W2TJj....S 12 tT" 10.o
WHERE WATER INFILTRATION PERFORMANCE IS -
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
IllffiniallingaMall INSWING OUTSWING INSWING BUMPER 0/S Z-SERI 0/S HP 0/S T4 0/S HIGH DAM 0/S
+5Q.0 -50.0 +50.0 +50.0 ' N/A +25.0 / -25.0 +40.0 -40.0 +50.0 /-50.0 +50.0 ? -50.0 I+50.0 . -50.0 m,4 2
XX 74' 3+50.0 / -50.0 . / - N/A +25.0 / -25.0 ,+40.0 / -40.0 I N/A +50.0 / -50.0 j+50.0 /` -50.0
It ' ll
OX or XO 75 +50.0 -50.0 +50.0 -50.0 _N'`AA +25,0 / -25.0 ±400 t -40.0 , N/A i+50.0_1 -50.0 •+50.0 / -500.0
I OXO 112.5 +50.0 -50.0 +50.0 -50.0 .. N A _ +25.0 / -25.0 +40.0 / -40.0 I N/A +50,0 7-50.0 '+50.0 / -50.0 ? ATE 4�26�7 7
- { OXXO I 149 f+50.0 / -50.0 +50.0 / -50.0 N/A _j+25_0 /.-25.0 _+40.0 / -40.0 M _ N/A. +50.0 .7 -50.0 +50.0 / -50.0.j .i 49 scu& N.T.S.
TABLE OF CONTENTS AdC10114001‘014 (2. DWG.IW. SWS
ShiEET # DESCRIPTION CHK.BY:
-----........._._. . p f KURT BAL1HAZOR
1 TYPICAL ELEVATIONS & GENERAL NOTESCeffeaSoako, x: DRAWING NO.:
RaZNI3 FLORIDA P.E.
2_._ ANCHORING LOCATIONS & DETAILS pLOW&Ly _ #56533 DWG-MA-FL0193-17
3 ANCHORING LOCATIONS &DETAILS
....--...-_.-. SHEET 1 OF 3
CC
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SEE DETAIL J / #8 x 2" I IN En
111,11 • r' • ASTRAGAL RETAINER BOLT HOLE
#8 x 2" #10 X 5/8" 1 / GH CO Li)
THE TUST HRESE DHOLD &RILLED T NTOUTHE
f / STRUCTURE DEEP ENOUGH Q I
#10 x 5/8" 1� "E" FOR 1.375" THROW o
#8 x 2" *� #10 x 1" DETAIL ASTRAGA( a. <n
#10 x 2-1/2" • ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL =w zz
417'17 / '� #10 x 1" STRIKE PLATE TO FRAME w¢ 0
#10 x 5/8"
1 AS SHOWN. a R. Z.
DETAIL "C"
DETAIL "D" r OR 1/2•MLA=GLASS r 0a 1/2'wseuTED CLASS CO
Al DEiCRAAL)MERE CECCRATIYE w9RT H
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INSWING THRESHOLC BUMPER 0/S THRESHOLD HP 0/S THRESHOLD �• ENSTMABi z
I ELS „'I LIMB ]GEB� �'• �� H
J 1 TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DATE' 4/26/17
ii NON-IMPACT GLASS NON-IMPACT GLASS SCALE, N.T.S.
7.482" 1.76x" 11.047" 1,431^ J DWG.BY: SWS
T I T Addeo:ant:Wm
COX.BY:
I)cBPW t/ DRAWING NO.: —
Z-SERIES 0/S THRESHOLD HIGH DAM OjS THRESHOLD T4 OIS THRESHOLD 43' 7 DWG-MA-Fl.O1B3-17
____ SWEET 2 OF 3
in
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SEE DETAIL _/' a
DARN' HARDWARE SCHEDULE
VI VIr
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND vii v'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 '
---_--;'',7.--71\r—r"—''—.1 2. 4" X 4" FULL MORTISE BUTT HINGES. Q
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN i > `.� ' . .2s" i"xt/2" CORRUGATED iox2" WOOD SCREW �a
FASTENER RATING FROM THE DIFFERENT FASTENERS 1 SHIM 3" FROM EACH ENE 6 FROM EACH END a o
BEING CONSIDERED FOR USE. JAMB, HEAD, AND >M2 IMOM AND �" OC AND 12" OC THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-I I- p a o
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. ...Atv �-= 1" —0.25 -
t'' SHIM ' ` ACRYLIC ¢a. x
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH LAT- LATEX ,
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". cL_( (_ h CAULK
__.! AMC �
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY *I'-DISTANCE MIN 1/2". ANCHOR INSTALLATION r CAULK (_CL N'N c
a
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO r 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD to��
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. `" p - , ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
IMIN 1 0.25
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM + MAx .. 3)' #10x2-1/2" (4) #10x2-1/2" maw
WOSCREWS WOOD SCREWS
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT L. �-'- SHIM EACH END EACH END ! !
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-I I--- '46Nit ® DATE: 4/26/17
MINIMUM EMBEDMENT OF 1--1/4". a ! ® SCALE: N.T.S.
DWG.BY:
_SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 0I
li
UUU S®: CNK.@Y:
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK DRAWING NO.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DwG-MA-f1D193-17
MULLION (CHS) MULLION (CHS)
SHEET 3 OF 3
i
L.'Roberto Lomas P.E.
1432 Woodford Rd I Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(rJlrlomaspe corn
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/&w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,ND5 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: Fy,= 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: t„= 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,n= 1.140 in
Mode I,, Mode I, Mode II Mode III,, Mode III, Mode IV
gm= 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 B: 1.07 B: 0.57 B: 0.5 8: 0.000 •
' Ko= 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. 110 lbs Z= 138 lbs Kt,= 2.400 Kr,= 2.400` Kr,= 2.400
Duration Factor: Cr,= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZC0): 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)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: F5= 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
t I t Max. Anchor
t At •••••• Al / Area Load Ind.
Aa Zone Z O.C. Cap. Load Result
Az 1 -YAz 79.25 (ft) (lbs) (in) 4ty
Aa (in) (lbs) (lbs)
i Al v Al N AI 2.3 138 N/A N/A 155 1 138 OK
I. 3, A2 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf • \\0\11111 II�',�l�
y t 'I t Max. Anchor /
Al n A4 ! A4 Al -` Area ' Load Ind- �`�S .�. , .v,,,./%
Zone Z O.C. Cap. Load Result \ J •
Y A3 Y A5 Y A3 Y (ft) (lbs) (in) (in) (lbs) Qty (lbs) �/,• \C+ N S •�(� ��
- Az .. F •
79.25 Ai 2.4 146 N/A N/A 155 1 146 OK *. _p 3 •.
Al v A v A4 v Al \ A2 7.9 473 6.00 21.00 155 5 95 OK • C/
A3 7.8 468 N/A N/A 155 4 117 OK
147.75 A4 2.3 138 N/A N/A 155 1 I38 OK 7:13 • TAT OF •
A5 7.7 463 N/A N/A 155 3 154 OK %0 • R/ 1
A.
• ss.
!��/S"ONAL, .-
Luis R. Lomas P.E.
FL No-: 62514
1 of 4 10/10/2017
' L.'Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434.688-0609 Date: 10/10/2017
rl lomas(a rlomaspe.cons
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.--
6.00
I I I I 1 I I I
T-
18°
MAX
O.C.
79.25
6.00
} I 1 I I f I I I
,\\ \ I• • • • • • _ iii
•
o TAT OF •
0
���`'•CORIDP. `
ii110
Luis R. Lomas P.E.
FL No.:62514
2 of 4 10/10/2017
L.'Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville.NC 27023 . Report#: 514008A
434-688-0609 Date: 10/10/2017
rliomasflrlomaspe.com
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 TYP.
6.00 TYP. 6.00 TYP. 18.19 TYP.—..
3.00 TYP.— -••—
i
1 I I I I I I I I I I I I I I I I 1 I
6.00
18'
MAX
O.C.
79.25
•
6.00
I I I I I I I I I I -I I I I I I I I
,x\lltiiii////
04,
•
■ -�}
• --
w
TAT OF •
/ ,�
� 616% 0 R 10 G�is�.
•
*hiONAt`E`\\\\
• Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A
434.688-0609 Date: 10/10/2017
rliomasi Irlomaspe.con
• 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.
c. I VIX F111l.1 IUrslI' I '7r•RHIVIC IN IV IVIAJUINK r/UlfMA-CC IC UJC I/4 IHF'I.UINJ VVI I FI
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=52KS1 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.
Oil MN/
• •E • . �?,9�i
.•� c1 N sF•s�%
•
TAT O F •
'
E`S;:c10 R 1oP�sk-
/,f CONALt iit ,;•\\\\
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
•-- L..'Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 • Date: 10/10/2017
rllomasallrlomaspe.corn
Test Report: N/A
Product: Double Door with and without sidelites 12'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/8 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: Fyb= 80,000 psi
Side member: PVC 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: Fe,= I0.000 psi Main member dowel bearing strength: F,,,,= 3,350 psi
Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: Im= 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 B: 0.57 8: 0.5 8: 0.000
KD= 2.400 Ka= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
Zr", 302 lbs Zr, 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
K8= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Kb= 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 17W 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)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5)
Nominal screw diameter: 0: 0.190 in Screw root area: Ar 0.0151 int
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 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: F,,,, 14 ksi Ultimate tensile strength: F,,,2 22 ksi
Nominal strength per bearing(side member): Rn=2Dt,Ft,,, 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(t23D)`y2Fm2 Rn= 478 lbs (Eq 3.5-13)
Nominal screw shear strength: Rn=ArF,u/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: 0= 3
Allowable shear and bearing capacity: Pa 145 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1)
Nominal screw diameter: 0: 0.190 in Screw shear ultimate strength: F,,, 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: t, 1.000 in Thickness: t2 O.0"^
Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: F„2 ,\01111/////
Nominal strength per tilting: Rn=4.2(t23D)=y2F„2 Rn= 1001 lbs (Eq E4.3.1-I) \\ s R, L o ///�
Nominal strength per bearing(side member): Rn=2.7Dt,F,,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\ _\\• • •C•l�•I .
Nominal strength per bearing(main member): Rn=2.7Dt2F,,2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) .\V• \Cj G t s •�CP .�
• • i
Nominal screw shear strength: Rn=ArF,b/1.25 Rn= 654 lbs _� • • ,r
Safety factor: 0=3 t *• 0 `�51 • *`
Allowable shear and bearing capacity: P. 218 lbs/anchor - ' ((/,17yC`ynF'�j •
Minimum anchor capacity: 145 lbs/anchor .7:13w
p 'a
i� TAT O F
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. �► •
'�ss1ONAI E�G`�\
rniW
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/10/2017
L.'Roberto Lomas P.E.
1432 Woodford Rd. 1 Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rllornasr Irlornaspe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
t t • Max. Anchor
\ Al Al Area Load Ind.
Y as Zone (ft2) (Ibs) (in) O.C. Cap.
4 tY Load Result
�AZ 79.25 (in) (Ibs) (Ibs)
✓ Al '' Al N. Al 2.3 138 N/A N/A 145 1 138 OK
1 ) A2 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
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
t y t t I Max. Anchor
Al /\ A4 /\ A4 l\ Al /.--.' Area Load Ind.
Zone 2 O.C. Cap. Load Result
Y A3 Y tai Y A3 Y (ft) (Ibs) (in) (in) (Ibs) GM (Ibs)
A2� ro as ) j 79.25 Ar 2.4 146 N/A N/A 145 2 73 OK
/ Al U A4 v A4 ', Al \ A2 7.9 473 6.00 21.00 145 5 95 OK
1 I A3 7.8 468 N/A N/A 145 4 117 OK
147.75 A4 2.3 138 N/A N/A 145 1 138 OK
A5 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.-a-
6.+o I I I I I I I I
t + -
18°
MAX
O.C.
I
l
79.25
•
1
R.
6.00 I I I I I I I ��J\�\G E �• 9s:rep:.
t I �' F
*• 13 51 • *t=
TAT OF -4,,z.-
.....0.4..
�� •
iE`ss� 0Rt� �G46$.
*h�0NAI`�,\\\
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 I 10/10/2017
L.3Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rliornas(lrlornaspe.corn
Double door with sidelites
37.50 - 38.38 36.38 37.50
�-18.75 TYP.—�
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00 I ! I I I I I I 1 1 1 I I I I 1 1
18"
MAX
O.C.
1
79.25
6.00
I 1 I I I I 1 I l -I I I I I 1 I 1 1
�c, R. L 0
J � . . Z1,9/ice
••��GENS+F•c --
*40451 • yr
TAT OF •��
s'aNAt11-
litil`E
Luis R. Lomas P.E.
FL No.: 62514
• 3 of 4 10/10/2017
L.'Roberto Lomas P.E. •
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rllomasAlrlomaspe.con;
•
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,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.
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Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017