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FL # FL22363-R5
Application Type RECEIVED Revision
Code Version 2017
Application Status MAR 12 2020 Approved
ST. Lucie County,Permitting *Approved by DBPR. Approvals by DBPR shall be
POC and/or the Commission if necessary.
Comments
Archived =a
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
CLQuality 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
ASTM E1886
ASTM E1996
ASTM E330
TAS 202
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/25/2019
Date Validated 02/25/2019
Date Pending FBC Approval
Date Approved 03/05/2019
Summary of Products
FL# Model, Number or Name 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 FL22363 R5 C CAC NI013717.17-11:
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira,
Impact Resistant: No 05/31/2021
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & I
where pressure requirements do exceed the design pressures j Created by Independent Third Party:
listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system i Evaluation Reports
required in HVHZ, but not in the Wind Borne Debris Region. See FL22363 R5 AE 514010A.pdf
DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.pdf
Created by Independent Third Party:
22363.2 Fiberglass Side-Hinged Door Unit 16'-8" Opaque O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes ! FL22363 R5 C CAC NI013717.17-R:
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +60/-60 f Installation Instructions
Other: Evaluated for use in locations adhering to the Florida I FL22363 R5 II FL0187.pdf
Building Code, including the High Velocity Hurricane Zone, and ! Verified By: National Accreditation & I
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0" x 6-8" max nominal size. Hurricane protective system Evaluation Reports
required in HVHZ, but not in the Wind Borne Debris Region. See FL22363 R5 AE 514010A.pdf
A-WL01 for details. FL22363 R5 AE 514014A.pdf
Created by Independent Third Party:
22363.3 Fiberglass Side-Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Doi
L
MUse Certification Agency Certificate
oved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.17-R:
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira,
Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 j Installation Instructions
Other: Evaluated for use in locations adhering to the Florida I FL22363 R5 II FL0187.pdf
Building Code, including the High Velocity Hurricane Zone, and j Verified By: National Accreditation & I
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 J Evaluation Reports
system required in HVHZ, but not in the Wind Borne Debris j FL22363 R5 AE 514008A.pdf
Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514012A.pdf
j Created by Independent Third Party:
_ 4
22363.4 Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Dout
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.03-R:
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida I FL22363 R5 II FL0189.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &I
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. See I FL22363 R5 AE 514008A.pdf
DWG-MA-WL0189 for details. ( FL22363 R5 AE 514012A.pdf
Created by Independent Third Party:
22363.5 Fiberglass Side-Hinged Door Unit 16'-8" 3/4-Lite Glazed I/S or O/S Single
Sidelites
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ: Yes ! FL22363 R5 C CAC NI013717.04-R'
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira-
Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 !Installation Instructions
Other: Evaluated for use in locations adhering to the Florida j FL22363 R5 II FL0193.pdf
Building Code, including the High Velocity Hurricane Zone, and ; Verified By: National Accreditation & I
where pressure requirements do exceed the design pressures 1 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. See FL22363 R5 AE 514008A.pdf
DWG-MA-WL0193 for details. ! FL22363 R5 AE 514012A.pdf
Created by Independent Third Party:
22363.6 Fiberglass Side-Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single
Sidelites
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ: No 1 FL22363 R5 C CAC NI013717.05-R:
Approved for use outside HVHZ: Yes I Quality Assurance Contract Expira
Impact Resistant: Yes 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida I FL22363 R5 II FL 0195.pdf
Building Code, excluding the High Velocity Hurricane Zone, and Verified By: National Accreditation & I
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 DWG- FL22363 R5 AE 514008A.pdf
MA-WL0195 for details. FL22363 R5 AE 514012A.pdf
Created by Independent Third Party:
22363.7 Fiberglass Side-Hinged Door Unit 18'-0" Opaque I/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.18-R.
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +60/-65 Installation Instructions
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 &I
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system j Evaluation Reports
required in HVHZ, but not in the Wind Borne Debris Region. See FL22363 R5 AE 514009A.pdf
DWG-MA-WL0188 for details. FL22363 R5 AE 514013A.pdf
{ Created by Independent Third Party:
22363.8 Fiberglass Side-Hinged Door Unit 8'-0" Opaque O/S Single Door
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes j FL22363 R5 C CAC NI013717.18-R
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: No ! 05/31/2021
Design Pressure: +60/-60 Installation Instructions
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 & I
where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system Evaluation Reports
required in HVHZ, but not in the Wind Borne Debris Region. See FL22363_R5_AE_514009A.pdf
DWG-MA-WL0188 for details. i
I FL22363 R5 AE 514013A.pdf
F j Created by Independent Third Party:
22363.9 Fiberglass Side-Hinged Door Unit 18'-0" Opaque I/S or O/S Single or Doi
Limits of Use j Certification Agency Certificate
Approved for use in HVHZ: Yes i FL22363 R5 C CAC NI013717.18-R
Approved for use outside HVHZ: Yes j Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0188.pdf
Building Code, including the High Velocity Hurricane Zone, and j Verified By: National Accreditation & I
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, but not in the Wind Borne Debris FL22363 R5 AE 514007A.pdf
Region. See DWG-MA-WL0188 for details. j FL22363 R5 AE 514011A.pdf
_�—Created by Independent Third Party:
22363.10 j Fiberglass Side-Hinged Door Unit 8'-0" Glazed I/S or O/S Single or Dout
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.08-R
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +40/-40 j Installation Instructions,
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0190.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &I
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. See I FL22363 R5 AE 514007A.pdf
DWG-MA-WL0190 for details. FL22363 R5 AE 514011A.pdf
Created by Independent Third Party:
22363.11 Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed I/S Single or Dou
Limits of Use 'Certification Agency Certificate
Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R;
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: Yes 05/31/2021
Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.Ddf
Building Code, excluding the High Velocity Hurricane Zone, and Verified By: National Accreditation & I
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 DWG- FL22363 R5 AE 514007A.pdf
MA-'WL0196 for details. FL22363 R5 AE 514011A.pdf
i Created by Independent Third Party:
22363.12 Fiberglass Side-Hinged Door Unit 8'-0" Impact Glazed O/S Single or DoL
1 Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ' FL22363 R5 C CAC NI013717.09-R;
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: Yes s 05/31/2021
Design Pressure: +45/-40 j Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.pdf
Building Code, excluding the High Velocity Hurricane Zone, and Verified By: National Accreditation & I
where pressure requirements do exceed the design pressures I 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 DWG- FL22363 R5 AE 514007A.pdf
MA-WL0196 for details. FL22363 R5 AE 514011A.pdf
Created by Independent Third Party:
22363.13 HPC Fiberglass Side-Hinged Door Unit 18'-0" Glazed I/S or O/S Single or Dout
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.07-R
Approved for use outside HVHZ: Yes ;Quality Assurance Contract Expira
r ' Impact Resistant: No 05/31/2021
Design Pressure: +47/-47 Installation Instructions
J Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II F1_0192.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &I
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 R5 AE 514007A.pdf
Door top rails stamped "HPC". See DWG-MA-WL0192 for details. FL22363 R5 AE 514011A.pdf
! Created by Independent Third Party:
22363.14 j HPC Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Dout
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes FL22363 R5 C CAC NI013717.02-R.
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: No 05/31/2021
Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida ! FL22363 R5 II FL0191.pdf
Building Code, including the High Velocity Hurricane Zone, and I Verified By: National Accreditation &I
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. Door FL22363 R5 AE 514008A.pdf
top rails stamped "HPC". See DWG-MA-WL0191 for details. FL22363 R5 AE 514012A.pdf
! Created by Independent Third Party:
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NOTICE OF PRODUCT CERTIFICATION ,
E F
p �� pe4o i
Company:
c�" o ''ticcxe ri �`I Com anYt Masonite International Corporation Certification No.: NI013717.17-R2
1955 Powis Road Certification Date: 05/12/2017
r West Chicago,IL 60185 Expiration Date: 05/31/2021
Revision Date: 05/02/2018
Product: Fiberglass Opaque Inswin or Outswing Door w/and w/o Non-Impact Rated Sidelites
�aEoa �� 1 (w/Wood Frame or Worldwide Composite Frame"unless noted)
Specification: TAS 202-94/ASTM E330-02/ASTM E1886-05/ASTM E1996-09
Impact: Wind Zone 4-Missile Level D Non-Impact 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 www.Namicertification.com. 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&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +60/-65 0.0 psf Yes NCTL-210-3835-1/W-1812
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf 1/6.0psf I Yes NCTL-210-3835-1/W-1812/W-1813/W-1843/W-1860
Single 8.25 psf;/9.0 psf 5 Maximum Panel Size:3'0"x 6'8"
7.5 pSf6 Anchor Details-MA-FL0187-17
XX I/S Opaque 6'0"x 6'8" +50/-50 0 psf Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
XX O/S Opaque 6'0"x 6'8" +50/-50 3.75 psf 1/6.0 psf 2 Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
Double 8.25 psf 3/8.25 psf 5 Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
XO/OX I/S Opaque Door 6'0"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
XO/OX O/S Opaque Door 690"x 6'8" +50/-50 3.75 psf 1/6.0 psf2 Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
Single w/Sidelite Glazed Sidelite 8.25 psf 3/9.0 psf 5 Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
g Sidelite-No Anchor Details-DWG-MA-FL0187-17
OXO I/S Opaque Door 910"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
OXO O/S Opaque Door 910"x 6'8" +50/-50 3.75 psf 1/6.0 psf2 Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
Single w/Sidelites Glazed Sidelite 8.25 psf 3/9.0 psf 5 Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
OXXO I/S Opaque Door 12'4"x 6'8" +50/-50 0 psf Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
OXXO O/S Opaque Door 12'4"x 6'8" +50/-50 3.75 psf 1/6.0 psf2 Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
Double w/Sidelites Glazed Sidelite 8.25 psf3/8.25 psf s Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-171,0187-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-Worldwide Pro T4 Threshold 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:
t•'
111 MASONITE. 149'MAX. OVERALL FRAME VADTH cr_
21" MAX 36 U Q((D
FIBERGLASS DOOR UNIT .375" MAX.
6'@"DOUBLE DOOR WITH/WITHOUT SIDELITES D.L.O. PANEL WIDTH 37.5" MAX. pWIASTRAGAL FRAME WIDTH Q Cr-j
GENERAL NOTES 54 In
1. EVALUATED FOR USE IN LOCATIONS ADHERING T ® ® ® ® W
THE FLORIDA BUILDING CODE AND WHERE PRESSURE c
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM p
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, T
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. W U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), "v� F=
o
+ Lo
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m 3 ^ y Lc)
co
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, °p
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), !z Q Lu
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE z 5
PANELS, BUT IS REQUIRED ON GLAZED PANELS. _ , -j i
W ci
M
CD
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �.
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP I ASTM-Di 9-29 752 'F > 650 'F 842'F > 650
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MIN a
.SMOKE DENSfTY ASTM D2843 53.47 70.2% �
TENSILE STRENGTH- .ASTM D638 3.2% DIFF 1.B% DIFF =m��c�
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): i_ RIE 4s
TEST DESCRIPTION DESIGNATION RESULT p
SELF IGNITION TEMPASTM D7929 779 'F > 650'F gddXdupNN>W o�
RATE OF BURNING ASTM D635 0.0 1NIMIN ,DOUBLE DOOR UNIT WfSIDE117ES aa
SMOKE DENSTfY ASTM D2843 39.0% Ga >
TENSILE STRENGTH* ASTM D638 -3.6% DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING N V)
4500 HOURS XENON ARC METHOD 1
1313 13 13 M 0 U 13 1313 ' 13 M 1313 13
a.
i .00 on. DEE 0 8w LD
LLD L u
j •� �• A
SINGLE DOOR UNIT DOUBLE DOOR UNIT SfNGLE DOOR UNIT SINGLE DOOR UNIT CINGLE DOOR UNIT WZS)DELfTES DOUBLE DOOR UNTI�SIDELITES N N a
i
WITH SIDELRE WITH SIDELITE �r,
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER O S Z-SERIES D S HP O S T4 O S HIGH DAM 0 S ID Q O
X 37. LL 5
I . +60.0 -60.0 N . 25...0 4 . 40..0 . +60. 55.0 -55.0 Z
0 -40.000 4 -- 00 + 0.0 -50.0XX + 0
75 +50.0 -50. + 00 - 004 .OX or XO 5 -50 ++40.0 50.0 +50.0 DATE' 4126117 112.5 +50.0 -50.0 +50.0 -50.0 N A +25.0 5 . 500-N/ +50.0
t
-50.0 N.T.S.
OXXO 149 +50.0 -50.0 +50.0 -50.0 N A +25.0 -25.0 +40.0 -40.0 N A +50.0 -50.0 +50.0 -50.0 J SCALE:TABLE OF CONTENTS
W DWO. Br: SWS
SHEET # DESCRIPTION CHK,BY:
1 TYPICAL ELEVATIONS & GENERAL NOTES KURT BALTHAZOR ORAVANG NO.:
2 ANCHORING LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FLO187-17
3 ANCHORING LOCATIONS & DETAILS #56533
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SEE DETAIL 6" #8 x 2"
(n
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ASTRAGAL RETAINER BOLT HOLE
#8 x 2" #10 x 5/8" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
6ii;--STRUCTURE DEEP ENOUGH ¢
#8 x 2" #10 x 5/8" " DETAIL "E" ASTRAGAL FOR A 1.375" THROW
#10 x 1ao m
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "E" ASTRAGAL =O g
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1.375' 1.437" c --*—,012,r TEMP.
trot MUT 'M'1 KURT Nm MELT (OPTKNuj COUoP�r .
T "-tox 1-1/2'PRS x t•FNS
INSWING THRES)OLBUMPER 0/S THRESHOL
91M.FQW,OR METAL SPACER BVM.FOAM.OR META SPACER m¢Z
HP 0/S THRESHOLD D n
+/r tmE tm MELT Vr em
1 1 t
GATE: 4126117
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'""' u�eme scuE:
1.482' 1.75"2� 1.047• 1.437" IMCAL-CLAMG CAL—CLAMDETAI ALTERNATE GLAZING• DM.BY: SWS
NON-IMPACT Gt ecc NON-IMPACT GLASS
T T T �Nx.BY,
DRAWING NO.:
Z–SERIES 0/5 THRESHOLD HIGH DAM 0/S THRESHOLD 14 O/S THRESHOLD OWG-MA-FLO187-17
sNEEr—,L o> 3
Lo
SEE DETAIL
'E" SHT. 2 —3" 6 3" 3p6" O CO
�_ 3"— 6"— f^ 3"--1 — 3• U C1 CO
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I
HARDWARE SCHEDULE a a
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Aim
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
FLORIDA 62514 WITH THE LOWEST (LEAST) 1.25'11 2. 4" X 4" FULL MORTISE BUTT HINGES.
( ) ( / MIN f
FASTENER RATING FROM THE DIFFERENT FASTENERS °• '-0M'AX 1"X1/2" CORRUGATED #1oX2" WOOD SCREW
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" FROM EACH END 6" FROM EACH END a p in
1.25" AND 7' OC AND 12" OC =p Z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �— MIN ° 1 �, o
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. X025" wa 0
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH �''.`: sAX ACRYLIC oap a
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I cLAAu� a
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY CIL I` s ACRYLIC
DISTANCE MIN 1/2". ANCHOR INSTALLATION
n; LATEX
:?Jrr CAULK CL w
••• NNp
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD° - 4
1.50" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) +
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" I
---MAX (3) ktOX2-1/2" (4) 10X2-112" ppj¢ZOI
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WWOOD SCREWS WO D SCREWS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL�) �— EACH END EACH END
care: 4 26/17
MINIMUM EMBEDMENT OF 1-1/4". .; g
SCALE: N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® Dwc.BY. SINS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® ®®I cnK.B..
oRaNo.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION wiHc INTEGRAL WOOD INTEGRAL WW WIND
Ho' 787-17
MULLION (CHS) MULLION (CHS) snEff 3 OF_L
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
11
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(cDldomasae.com
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/S w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 2015,1812)
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(6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in
Side member dowel bearing strength: Fu= 4,650 psi Main member dowel bearing strength: Fes„= 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, Made 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 B: 1,07 B: 0.57 B: 0.5 B: 0.000
KD= 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
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ka= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value CUD): Z'= 175 Ibs/anchar
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 1 163 202
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: Fs= 4
Allowable Design Value(ZFJ: 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 36.38 Design pressure: 60.0 psf
Al I Al Area Load Ind. Max. Anchor
Y Y Zone (f) (lbs) (in) O.C. Cap. Qty Load Result ^
Az) A2 179.25 (in) (lbs) (lbs)
Al Al . Al 2.3 138 N/A N/A 155 1 138 OK
Az 7.7 463 6.00 21.00 155 5 93 OK
72.75 16-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
y i Max. Anchor �� R• L Q /�
Area Load Ind.
Al A4 �A44 Al Zone O.C. Cap. Load Result Qty \�J a ' `9
1( Y I Y,� (ff)z (lbs) (in) (in) (lbs) (lbs) =�.��\C sF. �i
79.25 A� 2.4 146 N/A N/A 155 1 146 OK Q _
Al A4 Aa Al A 7.9 473 6.00 21.00 155 5 95 OK =*•
-; A3 7.8 468 N/A N/A 155 4 117 OK
5(' •
147.75 A4 2.3 138 N/A N/A 155 1 138 OK i� TAT 0 F
A5 7.7 463 N/A N/A 155 3 154 OK / • • �f
:�,�0 R 10"e-
ZONAL
DA G����•
sZONAL,
Luis R. Lomas P.E.
FL No.:62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
1432woodfoMRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rilomas(o)Irlomaspe.com
Anchor Locations:
Double door
--36.38 -^--36.38-
6.00
36.38 6.00 TYR --, 6.00 T'P.—jam-- —18.19 TYP.—
3.00 T'P. {�—
I
r _
6.00
I
18°
MAX
O.C.
I
79.25
I
I
6.00
A
L O,y�
�'-• +�,E!V& q(p rte
TAT 0 F
00
A,
;•�Z'`�'�
•. 06 .
IONAI.
iliiltt
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
"L. Roberto Lomas P.E.
1432Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas(Urlomaspe.com
Double door with sidelites
— 37.50 -36.36 36.38 - ----37.50
TYP.—_�I
8.00 TYP. 6.00 TYP. i—18.19 TYR—
1
3.00 TYP.
i
I I I
T 6.00
18°
MAX
O.C.
I
79.25
I
I
J--
6.00
���\S R• L 0���fi
*• �51 '�t
cc`
TAT 0 F
s:c�0Rt0?G`�-��•
i/ONAIL`E����
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
Roberto Lomas P.E.
1432WoodlordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas ftlomaspe.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 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=2,000PS1 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.
NS R' � i
40, Q51
— TAT OF •�
�ox"FSOR 10
C�
/ONAL�E ��`'
Luis R. Lomas P.E.
FL No.:62514
4 of 4 10/10/2017