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Florida Building Code Online
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Product Approval Menti>Product or AopliCation Search>Application List>Application Detail
T
1 "� t FL# FL22363-R5
Application Type. Revision
I r Code Version 2017
Application Status Approved
t I
r.' r *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
t -
Comments
Archived
'.
,t Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
i West Chicago,IL 60185
(800)663-3667
sschreiber@masonite.com
3'rt
:.
Authorized Signature Steve Schreiber
- - sschreiber@masonite.com
E�r X T
Technical Representative
t Address/Phone/Email
' Quality Assurance Representative
a
, Address/Phone/Email
K.-
Category
Category Exterior Doors
[ Subcategory Swinging Exterior Door Assemblies
.; Compliance Method Certification Mark or Listing
r• '9
1 � A
Certification Agency National Accreditation &Management Institute
I Validated By National Accreditation&Management Institute
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{ k e�
', It Referenced Standard and Year(of Standard) Standard Year
a ASTM E1886 2005
4,R ASTM E1996 2009
�•- '}' � ASTM E330 2002
1994
; TAS 202
i'
# Equivalence of Product Standards
s,
11 Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6in9%2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkVjnFjOVgQ%3d%3d[7/24/2019 3:26:40 PM]
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Florida Building Code Online
t79" Product Approval Method Method 1 Option A
Date Submitted 01/25/2019
Date Validated 02/25/2019
[ ,
Date Pending FBC Approval
I Date Approved 03/05/2019
_u summary of Products
c rFL# j. I Model, or Name Description
22363.1
Fiberglass Side-Hinged Door Unit 6'-8" Opaque I/S Single Door —
_ 1
Limits of Use Certification Agency Certificate
" k Approved for use in HVHZ:Yes FI 77364 R5 G CAC NI013717.17-R2.I2dE
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
` 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 FL0187.12df
w . [Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
[s. where pressure requirements do exceed the design pressures Created by Independent Third Party:
listed. T-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 514010A.pdf
4 Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 5140146-12d
" Created by Independent Third Party: Yes I
22363.2 _ Fiberglass Side-Hinged Door Unit 6'-8"Opaque O/S Single Door
> � Limits of Use Certification Agency Certificate J
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
..l Impact Resistant: No 05/31/2021
r Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0187.pdf
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:
I listed. T-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports
Esystem required in HVHZ, but not in the Wind Borne Debris i FL22363 R5 AE 514010A.pd
Region. See DWG-MA-WL0187 for details. FL22363 R5 AE 514014A.i)df
"A I Created by Independent Third Party: Yes I
[1h
3.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
r Sidelites _ — —
�, n ' s of Use Certification Agency Certificate
roved for use in HVHZ:Yes FL22363 R5 C CAC NI013717.17 R2.�df
,{ roved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
act Resistant: No 05/31/2021
} gn Pressure: +50/-50 [Installation Instructions
r: Evaluated for use in locations adhering to the FloridaFL22363 R5 II FLO18ing Code, including the High Velocity HurricaneZone,and Verified By: National Accreditation&Management Institute
e pressure requirements do exceed the design pressures ICreated by Independent Third Party:
. 12'-0"x 6'-8" max nominal size. Hurricane protectiveEvaluation Reports
m required in HVHZ, but not in the Wind Borne Debris FI 773F3 R A 14008A.�n. See DWG-MA-WL0187 for details. FI 72363 R5 AE 514012A.idfCreated by Independent Third Party: Yes
r,2 ..._ _._..._-.___ —__._._--.-. .......__.. _......_.__-. _................._._
22363.4 Fiberglass Side-Hinged Door Unit 6'-8" Glazed I/S or O/S Single or Double Door w/or w/o
Sidelites
a (Limits of Use 1 Certification Agency Certificate —
(:x Approved for use in HVHZ:Yes ! FL22363 R5 G CAC NI013717.03-R2.Ddf
1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date s
Impact Resistant: No 05/31/2021
i Design Pressure: +40/-40 Installation Instructions
r Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0189.pdf
t 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:
j listed. 12'-0"x 6'-8" max nominal size. Hurricane protective Evaluation Reports I
1 system required in HVHZ and the Wind Borne Debris Region. FL22363 RS AE 514008A.odf i
See DWG-MA-WL0189 for details. FL22363 R5 AE 514012A.pdf
I Created by Independent Third Party: Yes ^�
"
�Fiberlass22363.5Side-Hinged Door Uni- t —T6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or 1
�y w/o Sidelites
1� Limits of Use i Certification Agency Certificate
I '
bitp://www.(lotidabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgs3M6m9%2tK8XPOv7Ro8yOHRga2pQyi0R?KBIkVjnFjOV8Q%3d%3d[7/24/2019 3:26:40 PM]
f
Florida Building Code Online
G ! Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717 04 R2.1df
�.
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ:Yes Q V
Impact Resistant: No
05/31/2021
Design Pressure: +50/-50 i Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FLZZ163 R5 II FL0193 odf j
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
i 1 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 I
:. system required in HVHZ and the Wind Borne Debris Region. El 22363 R5 AE 514008A.odf
See DWG-MA-WL0193 for details. FL22363 R5 AE 514012A.odf G
Created by Independent Third Party: Yes
F 22363.6 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed I/S or O/S Single or Double Door wJ or w/o
Sidelites
i Limits of Use ! Certification Agency Certificate
Approved for,u'se in HVHZ: No FL22363 R5 _C_CAC NI013717 05-R3 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
,$ Impact Resistant:Yes 05J31J2021 i
Design Pressure: +50/-50 Installation Instructions
•. Other: Evaluated for use in locations adhering to the Florida FL22363-63_R5 II FL01_95.y�df
Building Code,excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation SL Management Institute
where pressure requirements do exceed the design pressures Created by Independent Third Party:
�y ", r •1 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.pdf
DWG-MA-WL0195 for details. FL22363 R5 AE 51}01 A.pdf
Created by Independent Third Party: Yes
s
22363.7 Fiberglas Side-Hinged Door Unit _1 8'- Opaque I/S Single Door
-_ -- �- - --I 0" Sin
_ _ _ _..
d Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CAC NI013717 18-Rl.pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
= i Impact Resistant: No ( 05/31/2021
i• �s .- Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FLO 8i 8-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. T-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports
�* system required in HVHZ,but not in the Wind Borne Debris FL22363 95 AE 514009A.pd
t Region. See DWG-MA-WL0188 for details. FL22363 R5 AF 514013A.pdf
Created by Independent Third Party: Yes
—i
22363.8 Fiberglass Side-Hinged Door Unit 8'-0"Opaque O/S Single Door
.,
Limits of Use Certification Agency Certificate ;
In, Approved for use in HVHZ:Yes FL22363 63 R5 C CAC NI013717 18-R1 iZ
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
7 Impact Resistant: No 05/31/2021
o wy
Design Pressure: +60/-60 Installation Instructions j
e Other:Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0 88.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
I system required in HVHZ, but not in the Wind Borne Debris FL22363 R5 AE 514009A.pd I
Region.See DWG-MA-WL018$for details.
FL22363 R5 AE 514013A.pdf
Created by Independent Third Party:Yes
22363.9 Fiberglass Side-Hinged Door Unit 8'-0"Opaque IJS or O/S Single or Double Door w/or w/o
Sidelites j
' f Limits of Use j Certification Agency Certificate j
Approved for use in HVHZ:Yes I FL22363 R5 C CAC NIQ 31 717,]8-Rl.odf
( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
(° 1 Impact Resistant: No 1 05/31/2021 `
! Design Pressure: +50/-50 1 Installation Instructions
y I Other: Evaluated for use in locations adhering to the Florida ; FI22363 R5 II FL0188.12df j
I i 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
yk listed. 12'-0";x 8'-0"max nominal size. Hurricane protective Evaluation Reports j
i system required in HVHZ,but not in the Wind Borne Debris FL22363 R5 AE 514007A.12df
Region. See DWG-MA-WL0188 for details. FL22363 63 R5 AE 514011A.pdf !
Created by Independent Third Party: Yes
y, 22363.10 Fiberglass Side-Hinged Door Unit8'-0" lazed I/S or O/S Single or Double Door w/or w/o j
} i Sidelites
Certification Agency Certificate
Limits of Use 9 V G
Y Approved for use in HVHZ:Yes Ft 22363 R5 A NI013717 08-R1 odf
littp:H%vww.foridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgs3M6in9%2fK8XPOv7Ro8yOHRga2pQyiOfQKB[kVjnFiOV8Q%3d%3d[7/24/2019 3:26:40 PMI
Florida Building Code Online
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2021
0 Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0190 odf
f; '
!. Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute �
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. FL22363 R5 AE 514007A.pddf
See DWG-MA-WL0190 for details. FI 22363 R5 AE 514011A.pdf j
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
Sidelites
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL22363 R5 C GAG NIO13717 09-R2 odf
t= Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
# Impact Resistant:Yes 05/31/2021
I Design Pressure: +40/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FI 72363 R5 II FL 0196.pd
I ,
i Building Code, excluding the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute j
xi I 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 R5 AE 514007A pdf
i I I DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.pd j
Created by Independent Third Party: Yes —�
22363.12 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed O/S Single or Double Door w/or w/o�
Sidelites
f'' l Limits of Use Certification Agency Certificate I
# Approved for use in HVHZ: No FL22363 R5 C CAC NI013717.09-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2021 j
I Design Pressure: +45/-40 Installation Instructions j
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL 0196.[Zdf
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 R5 AE 514007A.[Ldf
DWG-MA-WL0196 for details. FL22363 R5 AE 514011A.pdf
- Created by Independent Third Party: Yes
-----.._......_.._-... .._.........-...— —......—-- — _ ..... ._..........— ---
I" 22363.13 HPC Fiberglass Side-Hinged Door Unit 8'-0"Glazed I/S or O/S Single or Double Door w/or w/o I
'Sidelites
l., Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22363 R5 C CACNIO13717,07-RI.12df
- 3 ( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ;
l E Impact Resistant: No 105/31/2021
Design Pressure: +47/-47 l Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FLO192.pdf
Building Code, including the High Velocity Hurricane Zone,and { Verified By: National Accreditation&Management Institute I
t
where pressure requirements do exceed the design pressures ( Created by Independent Third Party: j
listed. 12'-0"x 8'-0" max nominal size. Hurricane protective Evaluation Reports I
system required in HVHZ and in the Wind Borne Debris Region. ! FL22363 R5 AE 51,4007A,pd
i ` Door top rails stamped "HPC". See DWG-MA-WL 0192 for F 2736 R A 514011A.Pd
details. Created by Independent Third Party: Yes
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 —
qqq Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 22363 R5 CC CAC NI01 37 7 0 -R2.pd 4
=' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
V.
Impact Resistant: No 05/31/2021
{ Design Pressure: +50/-50 Installation Instructions
it,1=
Other: Evaluated for use in locations adhering to the Florida FL22363 R5 II FL0191 odf
"T Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute I
where pressure requirements do exceed the design pressures Created by Independent Third Party: 3
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.p_df 1
Door top rails stamped"HPC". See DWG-MA-WL0191 for FL22363 R5 AE 514012A.pdf
details. Created by Independent Third Party: Yes ;
littp://www.florid abuilding.org/pr/pr�_app_dti.aspx?paraiil=wGEVXQwtDgs3M6in9/2fK8XPOv7Ro8yOHRga2pQyiOfQKBIkV.inFjOV8Q%3d%3d[7/24/2019 3:26:40 PM]
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013717.17-R2
1955 Powis Road Certification Date: 05/12/2017
West Chicago,IL 60185 Expiration Date: 05/31/2021
N� >!! Revision Date: 05/02/2018
' Product: Fiberglass Opaque Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
'Mr^ P-1��c� (w/Wood Frame or Worldwide Composite Frame'unless noted
a p�° 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 wa•w.Namieertification.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 310"x 6'8" +60/-60 3.75 psf 1/6.0 psfz Yes NCTL-210-3835-1/W-1812/W-1813/W-1843/W-1860
Single 8.25 psf'/9.0 psf' Maximum Panel Size:3'0"x 6'8"
7.5 psfl 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'/6.0 psf' Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
Double 8.25 psf'/8.25 psf a Maximum Panel Size:3'0"x 6'8"
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
P., V I.. im" 1-1-1-11- i
Single w/Sidelite Glazed Sidelite 8.25 psf 3/9.0 psf5 Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite 3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
OXO I/S Opaque Door 9'0"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 9'0"x 6'8" +50/-50 3.75 psf 1/6.0 psf z Door-Yes ATLNC 0831.01-16/ATLNC 0901.02-16/W-1813/W-1843
8.25 psf'/9.0 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Single w/Sidelites Glazed Sidelite Sidelites-No 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 psf z Door-Yes ATLNC 0831.01-I6/ATLNC 0901.02-16/W-1813/W-1843
Double w/Sidelites Glazed Sidelite
8.25 psf 3/8.25 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0187-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-W-1815 5-world«ide 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:
��
.-..........-- ...... - ---- --- --------
�1p,I�1 a Do
A 1 11 1'ASol`dTE. ___...- 149"MAXOVERALL FRAME WIDTH ---- _..._.-_ -{ O
pqO
21MAX 36.375" MAX. -� Q cD
FIBERGLASS DOOR UNIT I-D.L.O.--" 37.5" MAX. _
-PANEL WIDTH-- FRAME WIDTH Z =3
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES i W/ASTRAGAL I O
1. EVALUATED FOR USE IN LOCATIONS ADHERING 7 ® ® ® i W O Q[
THE.FLORIDA BUILDING CODE AND WHERE PRESSURE I ;j f- �U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM C Z Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I LU --
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. r - F- --
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. co
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
00 ^ W
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), f
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE 4iI
PANELS, BUT IS REQUIRED ON GLAZED PANELS. _ -1 I
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 I ( { a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `� I
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME o
SELF IGNITION TEMP ASTM D1929 ! 752 'F > 650 'F 1 842 'F > 650'F
RATE OF BURNING _ ASTM 0635 0.56 IN MIN 1.28 IN MIN
SMOKE DENSITY_ ASTM 02843 53.4% 70.2% B Y N w
TENSILE STRENGTH- I ASTM D638 3.27 DIFF 1.8% DIFF o o �
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION _ DESIGNATION RESULT p o"
SELF IGNITION TEMP ASTM D1929 779 'F > 640 'F P.ddWNAbiI 6 xj
_ROTE OF BURNING ASTM 0635 0.0 IN[MIN J DOUBLE DOOR UNIT W!SIDELITE$
SMOKE DENSITY -I ASTM D2843 39.0% ' 3�3 Y�
TENSILE STRENGTH• I ASTM D638 13,6% DIFF O�5.R2t2 -&-t-• I w m I
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
j 4500 HOURS XENON ARC METHOD 1 j
El 0 1113 rl 13
! I I a
=o z
� 11 fl I I ow
k oh
I -- f ! , Li
I LLji
I E DOOR
I
JNDO �UL 1] SINGLE DOOR UNIT SINGLE DOOR UNlT
T UBLg�QQ
SINGLE DOOR UNIT W'SIOELITES DOUBLE D_QQR-UNIT W/SIDELITES INNQ
WITH SIDED WRH SIDELITE `0o
_ I
WHERE WATER INFILTRATION PERFORMANCE IS - ---
DESIGN PRESSURE RATING _REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG 1 MAX WIDTH INSWING OUTSWING INSWING __ BUMPER 0 S _ Z-SERIES 0!5 HP O[S i T4 0 S HIGH DAM 0 S I m¢Z
--1 _ 37.5-_ +60.0 / -65.0 +60.0 / -60.0 N;�A^ +25.0 -25.0 +40.0 04 0 +50_.0 -50.0 I+60.0 i -60.0 +5570 I -55.0-
- +50.0 -50.0 --._�A +25.0 -25.0 +40.0 -40,0 N A +50.0 -50.0 _ +50.0 -50.0
OX or 75 +50.0 -50.0 +50.0 t -50.0 N A +25.0 4 -25.0 +40.0 -40.0 :' N A +50.0 -50.0 t50.0 l -50.0 ! LATE.: 4/26/17
-50.0 N/A +25.0 c' _25.0 +40_0_1 -40.0 N A -_+50.0 j -50.0 +Sp.O 50.0 scAm N.T.S.
OXXO 1 149 +50.0 / -50.0 1+50.0 ( -50.0 N/A +25.0 / -25.0 7+40.0_[ -40.0 i N A +50.0 50.0 +50.0 -500 ,/�t -
--- - fa 7� cwc. BY: SWS
TABLE OF CONTENTS CHK,BY:
SHEET # DESCRIPTION KURT BALTHAZOR DRAWING No:
1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. DN'G-MA-FL0f87-t7
2 ANCHORING._LOCATIONS & DETAILS #56533 -....�.y
3 (ANCHORING LOCATIONS & DETAILS -�- SHEET L-
----...._...--.......-- -- --—
L0
cc �2
0 0
6"- SEE DETAIL3' -� 6" Q�
3. ._ "E" - 3" Z Q J
r 3" i 3.. �` 1
-- I -
II 1 1 1 � '1 11 —1 Q �O
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-SEE DETAIL V] (/)
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t J Q
SEE DETAIL a o SEE DETAIL
'C" I�_ nom. _ w B w "C" ;
I•; 0 in =_ •I
B G ri
li- G H ro N� h
a � M a
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_ I I I c L)
`` 3• I {
3 1 3" _ 3" 3. __I 3" - I I`3" 6" '1 f" '1 6' m a
i —+Ia.
6" SEE DETAIL J 6" #8 x 2" in-V)
n y
• ��m
F
ASTRAGAL RETAINER BOLT HOLE
#8 x 2" #10 x 5/8" MUST BE DRILLED THROUGH
` THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH I ¢
#10 x 5/8" FOR A 1.375" THROW a
#8 x 2 #10 x 1" DETAIL "E" ASTRAGAL
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL. =w o
N IOU
#10 x 1" STRIKE PLATE TO FRAME "�' 0!;z •0
5/8"
AS SHOWN. CeAtlatpltb o a
#10 x Rehr adBl ¢ �I
DETAIL"C" r
DETAIL "D"
m`-w
1 .962" I I.OR 1/Y HW.TED GU= I-OR 1/2•INSULATED QASS N N
OECORAU4*WT DECORAINE WSEAT In r
.375' I(''� 1.437" Nor LE1T (0PD0Hi1) NOT MIT (OR1KHu)
:1�JJ �� ��\ 4—.0121•TEPP. El/u"IadER�, .f--.m2.•TOW..
TT lI�� T \ la%1-1/2•PRS fe X I•MS
RUM EOAY.OR META SPACER im MVV OR UM SPMER 1 m<6
INSWING THRESHOLD UMPER 0 "S THRESHOLD
k
HE 0;S THRESH01 D / ' :' 'tr"t"•" z
1/2•sm .7 Y6T/ ',�.y' 1/2•RILE
ELASf04ER ',�w�.," ELASIWER
1 1 ' DATE: 4126117
w
SDR . aamm ?" Allom SCALE: N.T.S.
1.482 1.75" .047" 1.437'; TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL DWG. V; $WS
T TE;2-111
T NON-IMPACT GLASS NON-IMPACTGLAS$
CHK.BY:
DRAWO4G NO.:
Z-SERIES 0/S_.THRES TOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD DWG-MA-FLO187-17
SHEET ,2 OF_2L
L0
SEE DETAIL6" � Do
"E" SHT. 2 3 3" -�3" cc C]
LID O_I
�
6" L
cN �v
—I I D.SEE DETAIL — n I
— 1 J " " SHT. 2 i• — i }
DL
J
Lu
SEE DETAIL w _ p
i "C" SHT. 2
0 n
o 0
A g
J
-�6"
YddanbmuNAl� 3" j 3" 1 6' 6" 3" ---- I—3"I F Q
3,• 3
0
f th SEE DETAIL / 6' — 6 o r
f FkRdBx2d@( F" SHT. 2 6"_ aHAKUWAKI:- SCHEDULE
d)
1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND v�iv3illl
°'
ATTKAMENT.DETAIL 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 —� 2, ORTISE BUTT HINGES.
' 1.25"; �.•� •, ••
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN ° _ i-0,25 --
FASTENER RATING FROM THE DIFFERENT FASTENERS .. Y� 1"X1 FROM
CORRUGATED �i10X2" M EACH
SCREW o
HIM 3" FROM EACH END 6 FROM EACH END a_ V)
BEING CONSIDERED FOR USE. JAMB, HEAD, AND �J,. 1.2f-- i AND 7" OC AND 12" DC =o Z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-� - �; I II
'n"Lu
0
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. ;) - -MAX" T ola
ACRYLIC
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH �"• SHIM LATEx i <I�
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". — I CAULK
CL— �— w� ACRYLIC <S I
Do
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY LATEX
DISTANCE MIN 1/2 ANCHOR INSTALLATION ?:t' �� CAULK CL (��'�
iNNS f
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO o c 1X BUCK MASONRY OMBINAT10N WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1.50
T ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) -- -
MIN I 3-0.25` #10X2-1/2" (4} #10X2-1'2" f 07140
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAX lobo scREws Wo D SCRE(MS
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-I � DATF- 4/26/17
j MINIMUM EMBEDMENT OF 1-1/4". rfid; j scA�e: N.T.S.
(ntr1• !�E ® DWG. 6Y: SwS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO -
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ° ® DNn.
DRAINING NO.: j
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FI0187-171
MULLION (CHS) MULLION (CHS) sneEr 3 of 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514008A
434.688.0609 Date: 1011012017
rllcmas�lrlomaspe.com
Test Report: NIA
Product: Double Door with and without sidelites 12'x6'8"(wood frame)
Scope: I
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/&wlout 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:Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: !,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode I, Mode I: Mode II Mode IIIm Mode III Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 000107 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
Zm= 302 lbs Z�= 368 lbs p= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2,400 Ko= 2.400 Ko= 2.400
Duration Factor: co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.R.I6-1222.06 edgespacing(in}
Substrate;Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZFs): Zl= 3I6 Ibs/onchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher cepacity.
Anchor calculations.minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
At At
Area Load Ind.
(W)) Obs) (;n) .C. cap. Qty Land Result
Zone O
Az� � 79.25 (in) (lbs) (lbs)
Ai Al At 2.3 138 N/A NIA 155 1 138 OK
b A2 7.7 463 600 21.00 155 5 93 OK
72.75 AJ 7.7 463 N/A NIA 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor ��t S R• L 0
�A/I A4 A4 Al Zone O.C. Cap. Lggd Result N��`. • ` • • :+ �1j
I Y Y Y� (ft") (lbs) (in) (in) Obs) 4tY (lbs) ='�.«���,E NO fia q�1..1
' ' ' 79.25 At 2.4 146 NIA NIA 155 1 146 OK *; � �S� iJ •• ��.
A A n4 q A2 7.9 473 6.00 21.00 155 5 95 OK • a
L Aa 7.8 468 N/A NIA 155 4 117 OK i 4
147.75 A4 2.3 138 NIA N/A 155 1 138 OK s TAT O F •(�
As 7.7 463 1 NIA N/A 155 3 154 OK �Q • •• ,
s:rl0R10'
fr;js/ONAL `E�����
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 10/1012017
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514008A
434-688-0609 Date: 10/10/2017
rI i01119s(ddlrlorn aspe.com
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYR
3.00 TYP.
6.00
18°
MAX
O.C.
79.25
6.00
IV
*• 051 +-
_ r
J�° TAT OF •
ss/ONAt`��G��\
Luis R. Lomas P.E.
FL No.:62514
2 of 4 10/10/2017
I '
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514008A ,
434-668.0609 Date: 10/10/2017
rl IDnlastpl rlorllaspe.Colli
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 TVP.
6.00 TYP. 6.00 TVP. 18.19 TYP.
3.00 TYP.
6.00
7 8'
MAX
O.C.
79.25
6.00
L 0
4- '?.;gO Fft-
;ca
'a'c►•''c�ORiOP.
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Levrisville.NC 27023 Report#. 514008A
434.688-0609 Date: 10/1012017
r1lomasr5i lomaspe.coni
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"
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.
\\���5 L o
R� Z
� J E Afq
0 51 •it
OF ;,
ONAL`E���``
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
rl lomas(al rlomaspe.com
Test Report: NIA
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/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: Fp= 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 h, Mode I, Mode II Mode III, Made III, Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 lbs P= 1900 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
Ka= 2.400 Ko= 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
Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Ca= 1.6 Z= 135 lbs Z= 221 lbs Z= 125 lbs
Allowable Desian Value C -
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edgespacing(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)
as enerType: V10 Selfupping screw (Calculations per 2015 Aluminum Design manual,sec ion .
Nominal screw diameter: D: 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: 12 0.052 in
Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: F,,,2 22 ksi
Nominal strength per bearing(side member):Rn=2Dt,F,,,, Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member):An=2Dt2F,,,2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:An=4.2(t23D)"2F,,,2 An= 478 lbs (Eq J.5-13)
Nominal screw shear strength:An=A,F,,,/1.25 An= 654 lbs (Eq J.5-14)
Safety factor: a=3
Allowable shear and bearing capacity: Pa: 145 lbs/anchor
Fastener type: #10 Self topping 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: F,,, 54.0 ksi
Screw root area: A, 0.0151 int Per table 13.2 of 2010 Steel Construction Manual 14th Edition
Side member material:Vinyl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: t2 D.C..
Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: F,¢
Nominal strength per tilting:An=4.2(t23DYr2F„2 Rn= 1001 lbs (Eq E4.3.1-1) �\�c R• 0
Nominal strength per bearing(side member):Rn=2.7Dt,F•, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\\J •+� •r�'C� ' • �/� //
Nominal strength per bearing(main member): An=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) ` CJ G N S<j
Nominal screw shear strength: Rn=A,F,•/1.25 An= 654 lbs Z y • . �_
Safety factor: a=3 i 7�• O j
Allowable shear and bearing capacity: Pm 218 lbs/anchor ��• • •
w
Minimum anchor capacity: 145 lbs/anchor r . Q.
TAT 0 F ,/t�c�,
Note:Anchors with the least capacity is used for calculations to qualify anchors wffh higher capacity. D 'V
1ONA1-
tE�G��\
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#. 514012A
434-688-0609 Date: 10/10/2017
r1 ionn asLdl1rloniaspe.co ill
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Area Load Ind. Max' Anchor
--
Al Al Zone O.C. Cap. Load Result
Y Y (ft') (lbs) (in) Qi)
A� �A2 79.25 (in) (Ibs) (lbs)
A, Al At 2.3 138 N/A N/A 145 1 138 OK
L L A2 7.7 463 6.00 1 21.00 145 1 5 1 93 OK
72.75 A3 7.7 463 N/A I N/A 145 4 116 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
Al .44 A4 Al Zone O.C. Cap. Load Result
Y Y A5 Y A3 Y_ (ftZ) (lbs) (in) (in) abs) QtY (lbs)
P3 P5 A3 A I j j j A 79.25 Al 2.4 146 N/A N/A 145 2 73 OK
Al Aa A4 Al I A2 7.9 473 6.00 21.00 145 5 95 OK
l� . A3 7.8 468 N/A N/A 145 4 117 OK
147.75 1 Aq 2.3 138 1 N/A N/A 145 1 138 OK
AS 1 7.7 463 1 N/A N/A 145 4 116 OK
Anchor Locations:
Double door
If 35.38 36.38
6.00 TYP. 6.00 7YP. I 18-19 T/P.
3.00 Ty
6.00
18^
MAX
O.C.
79.25
6.00 ��\J�c? . - • . �/VP �',/
* �51
eO'F ;
��NAl-
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#. 514012A
434-588-0509 Date: 10/10/2017
rllomas.a Iriomaspe com
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 TVP.
6.00 TVP. 6.00 TVP. 18.79 TYP.
3.00 TYP.
i
6.00
18'
MAX
O.C.
79.25
6.00
�.••��C E N SF qcn
*• 0CC
0. •*
TAT 0 F
:,�0 RiOP
sfONAt`E?��`�
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
f
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514012A
434-688-0609 Date: 10/10/2017
rl lon'las;^ail fl0nlaspe.CA�n
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 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 112"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:HOLLOWIFILLED 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