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HomeMy WebLinkAboutProduct Approvals-Door illy, 11
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Product Approval Menu>;Product or Application Search>Aoolication List>Application ata1Llu 9 De
e county
FL# FL22378-R6
, r Application Type Revision
' Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed arid ratified by
the POC and/or the Commission if necessary.
-. Comments
Archived
Product Manufacturer Masonite International
r l ,
- Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
fu- sschreiber@masonite.com
Technical Representative
°i Address/Phone/Email
Quality Assurance Representative
y t.. i Address/Phone/Email •
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
1 Compliance Method Certification Mark or Listing
ii
Certification Agency National Accreditation &Management Institute
Validated By National Accreditation &Management Institute
Referenced Standard and Year(of Standard) Standard Year
y_ TAS 201 1994
TAS 202 1994
TAS 203 1994
j
Equivalence of Product Standards
'- - Certified By
Product Approval,Method Method 1 Option A
I r
1 II
Date Submitted 01/25/2019
$ Date Validated 01/28/2019
I Date Pending FBC Approval
1 Date Approved 02/04/2019
Summary ofProducts __ __ _ _ _. _._i:_
• I FL# Model, Number or Name • . Description ;-
-j 22378.1 i Stormguard Fiberglass Side-Hinged 6'-8" Opaque I/S Single Door
IDoor Unit
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ: Yes I FL22378 R6 C CAC N1007077.07-R2.odf
;,: Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions '
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.odf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
' : pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports 1
. - protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.odf
anchor details and water performance where required. FL22378 R6 AE 514014A.odf
Created by Independent Third Party: Yes
j .
22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single Door
Door Unit
Limits of Use ' Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.07-R2.odf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
. Impact Resistant: Yes 12/31/2020
{ Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO170.odf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
- G "where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.ndf
anchor details and water performance where required. FL22378 R6 AE 514014A.odf
i, . `i Created by Independent Third Party: Yes
'_ 22378.3 i Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites
` - ( Door Unit
t '
Limits of Use Certification Agency Certificate
,: Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.07-R2.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
- ; Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
. where pressure requirements do not exceed the design Created by Independent Third Party:
"_. pressures listed.12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514008A.odf
anchor details and water performance where required. FL22378 R6 AE 514012A.odf
Created by Independent Third Party: Yes
22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque 0/S Single or Double Door w/or w/o Sidelites
r1 3
Door Unit
.'i
Limits of Use Certification Agency Certificate
I j Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
, 12/31/2020
Impact Resistant: Yes
p
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FI 22378 R6 II FL0170.odf ,
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation& Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
- pressures listed.'12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 'AE 514008A.pdf •
, .:'j 'anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
f. i
22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or 0/S Single Door w/or w/o Sidelites
'Door Unit
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09 R3.pdf'
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.Ddf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 9'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514012A.Ddf
Created by Independent Third Party: Yes
22378.6 1 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites
I Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.Ddf
Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +50/-55 Installation Instructions
, , Other: Evaluated for use in locations adhering to the Florida i FL22378 R6 II FL 0172.Ddf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.7 Stormguard Fiberglass Side-Hinged 6'-8" Impact Glazed 0/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.09-R3.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.Ddf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0172 for FL22378 R6 AE 514008A.Ddf
anchor details and water performance where required. ; FL22378 R6 AE 514012A.Ddf
Created by Independent Third Party: Yes
I 3 22378.8 1 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
'Door Unit
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
p
Design Pressure: +60/-65 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO171.odf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
i pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514013A.Ddf
Created by Independent Third Party: Yes
22378.9 I Stormguard Fiberglass Side-Hinged 8'-0" Opaque 0/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC N1007077,08 .odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL?2378 R6 II Fl 0171.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.;3'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.odf
anchor details and water performance where required. FL22378 R6 AE 514013A.Ddf
Created by Independent Third Party: Yes
22378.10 Stormguard Fiberglass Side-Hinged 8'-0" Opaque I/S Single or Double Door w/or w/o Sidelites
.. .... ... .. ......
j Door Unit I
Limits of Use Certification Agency Certificate
- i Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +50.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLU171,pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. i2'-O" x 8'-0" max nominal size. Hurricane Evaluation Reports '
protective systemlis NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A,odf
anchor details and water performance where required. FL22378 R6 AE 514011A.odf
Created by Independent Third Party: Yes ,
t -- I
•
22378.11 ;Stormguard Fiberglass Side-Hinged 8'-0" Opaque 0/5 Single or Double Door w/or w/o Sidelites
I Door Unit
s Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.08 .odf ,
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO171.odf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
' protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.odf
anchor details and water performance where required. FL22378 R6 AE 514011A,pdf
i Created by Independent Third Party: Yes
{ '22378.12 Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed I/S Single or Double Door w/or w/o
I Door Unit Sidelites
Limits of Use Certification Agency Certificate '
Approved for use in HVHZ: Yes FL22378 R6 C CAC NI007077.04-R6.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +43/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.odf
• Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0173 for FL22378 R6 AE 514007A,pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.odf
Created by Independent Third Party: Yes
•
22378.13 I Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed 0/S Single or Double Door w/or w/o
j I Door Unit Sidelites
Limits of Use I Certification Agency Certificate
f - i Approved for use in HVHZ: Yes I FL22378 R6 C CAC NI007077.04-R6.Ddf
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +47/-45 t Installation Instructions
' i Other: Evaluated for use in locations adhering to the Florida I FL22378 R6 II FL 0173,odf
i : Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane Evaluation Reports ,
protective system is NOT required. See DWG-MA-FL0173 for FL22378 R6 AE 514007A,odf
anchor details and water performance where required. I FL22378 R6 AE 514011A,Ddf
Created by Independent Third Party: Yes
f: 1-5
;
I Contact us::7601 Rlair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
i
The State of Florida is an AA/EEO employer.Copvrioht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by hone or b traditional mail.If you have any
provided may be used for official communication with the licensee.However email addresses are public record.If youtdo not wish3 tosupply*Pursuant to
al'Section des,please
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if theyhave one.The emails
nal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
NOTICE OF PRODUCT CERTIFICATION
,o GERTh 7c
a �, ,,,i,cc k,.„, �o _. , Company: Masonite International Corporation Certification No.: NI007077.04-R6
.c., ;;�' h•,; 1955 Powis Road Certification Date: 04/10/2007
,8 = ►. t z. West Chicago, IL 60185 Expiration Date: 12/31/2020
IPAO® Revision Date: 01/03/2019
7, s' Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites
`r'1,i,N , (w/Wood Frame or Worldwide Composite Frame3 unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents-product-conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test • Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0"x 8'0" +43/-47 0 psf Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16
Single Maximum Panel Size:3'0"x 8'0"
Anchor Details-MA-FLO173-07/W-1807/W-I 885
X 0/S Glazed 3'0"x 8'0" +47/-45 3.75 psi/6.0 psf t Yes NCTL-2I0-3367-1/ATLNC 1118.01-14/ATLNC 1031.01-16
Single +55/-55 w/Surface 8.25 psf 2/9.0 psf 4 Maximum Panel Size:3'0"x 8'0"
Bolts Anchor Details-MA-FLO173-07/W-1807/W-I835/W-1885 _
XX US Glazed 6'0"x 8'0" +43/-47 0 psf Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16
Double Maximum Panel Size:3'0"x 8'0"
Anrhnr IlProitc-MA_FI(II 77_117/V➢I_tRn7/\M_IRAS
XX 0/S Glazed 6'0"x 8'0" +47/-45 3.75 psf/6.0 psf Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16
Double +55/-55 w/Surface 8.25 psf-'/8.25 psf t Maximum Panel Size:3'0"x 8'0"
Bolts Anchor Details-MA-FLO173-07/W-1807/W-1835/W-1885
AVIV IIJ 'JI cfLI.UUVVI U U X 6 U '"FJ1 •f+ 1 UVVI-ItiJ '�"-•-'� �" " ' •" "-' `- "'�' "' "'
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
Anchor Details-MA-FLO173-07/W-1 807/W-I 885 _
XO/OX 0/S Glazed Door 6'0"x 8'0" +47/-45 3.75 psf/6.0 psi' Door-Yes NCTL-210-3367-1/ATLNC 1 I I8.01-14/ATLNC 1031.01-16
Single w/Sidelite Glazed Sidelite +55/-55 w/Surface 8.25 psf 2/9.0 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
Bolts Anchor Details-MA-FLO173-07/W-1807/W-I835/W-1885
OX0 I/S Glazed Door 9'0"x 8'0" +43/-47 0 psf Door-Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16
Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
Anchor Details-MA-FLO 173-07/W-I 807/W-1885
OXO 0/S Glazed Door 9'0"x 8'0" +47/-45 3.75 psf/6.0 psi' Door-Yes NCTL-210-3367-I/ATLNC 1118.01-14/ATLNC 1031.01-16
Single w/Sidelites Glazed Sidelites +55/-55 w/Surface 8.25 psf2/9.0 psf4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
Bolts Anchor Details-MA-FLO173-07/W-1807/W-1835/W-1885
OXXO I/S Glazed Doors 12'6"x 8'0" +43/-47 0 psf Door-Yes NCTL-210-3367-I/ATLNC I 118.01-14/ATLNC 1031.01-16
Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
-
Anchor Details-MA-FL0173-07/W-1807/W-1885
_7
+4 -4 TL_10-3367- / T 01- 1031.01-16
OXXO O/S Glazed Doors 12'6"x 8'0" 7/ � 3.75 psf/6.0 psf Door-Yes NC I A LNC 1118. I4/ATLNC
Double w/Sidelites Glazed Sidelites +55/-55 w/Surface 8.25 psf 2/8.25 psf 4 Sidelite-Yes Maximum Panel Size:3'0"x 8'0"
Bolts Anchor Details-MA-FLO173-07/W-1 807/W-I 835/W-1885
I-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-w-1815 4-Denotes Worldwide Pro T4 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: .>140
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1 1111 MASONITE,
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STORMGUARD FIBERGLASS DOOR UNIT ¢
6-0"DOUBLE DOOR WITH/WITHOUT SIDELITES • 1- 149"MAX.OVERALL FRAME WIDTH - z cr-...1
1 21" MAX 36.375 MAX.mAX.
37.5" MAX
. I -a L.O.-•- -PANEL WIDTH- ‹C 0
-FRAME WIDTH '
W/ASTRAGAL i Z 0
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1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0
_______
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THE FLORIDA BUILDING CODE AND WHERE PRESSURE - 1
REQUIREMENTS•AS DETERMINED-BY-ASCE 7, MINIMUM c.L.I LO 0 -
DESIGN LOADS FOR BUILDINGS-AND OTHER STRUCTURES, i .-- Li-)
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z
,...,OCT)1---
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2. THIS PRODUCT DOES NOT REQUIRE THE USE OF In I
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cn
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 1
.--:
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3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 1N 1 N
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING: . x
,..• Ci 1 x
'''-_,
TEST DESCRIPTION DESIGNATION FACING LITE FRAME AMIMI -1
n c '
SELF IGNMON TEMP T)I9 752 'F > 650 'F 842'F > 650 'F 1 ,-_
RATE OF BURNING i ASTM 0635 0IN.56 IN/MIN 1.28 IN/MW ! g a
N .
SMOKE DENSITY I ASTM D2843 53.4% 70.2% ,
.
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TENSILE STRENGTH* ASTM D638 3.2% DIFF 1 1.8% DIFF I
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): 1 1 ti cim-
TEST DESCRIPTION DESIGNATION RESULT sa•N On' W `-'
SELF IGNITION TEMP ASTM 01629 779 T > 650 'F _ .= 1E8r, OS
C.3
RATE OF BURNING ASTM 0635 0,0 IN/MIN 0 e to
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SMOKE DENSITY . ASTM D2843 I 39.0% o
TENSILE STRENGTH. 1 ASTM 0638 1 3.6% DIFF1 i , a
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• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING . U)0 U)in in
450D HOURS XENON ARC METHOD 1 oo : oaf; . , - P I /-3
Analun ONO . LA(A,U)U)(.1)
6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE
- 1
DESIGN PRESSURES LISTED. Ded&W)H0.1. , •• • .i. , _
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STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS DATE: 07 4 9
/ /
DESIGN PRESSURE RATING WITH SURFACE BOLTS I REQUIRED TO BE 15% OF DESIGN PRESSURE "2•e•-•
CONFIG MAX WIDTH I INSWING ALL OUTSWING ALL OUTSWING INSWING BUMPER 0/S I Z-SERIES 0 S T4 0/S HIGH DAM 0/S 4,e,.i 6,..,„..._,I,V._ SCALE, N.T,S.
+43.0 1 -47.0 • • -• • I +55.0 -55.0 N A Mar -25.0 +40.0 -40.0 +47.0 -45.0“+47.0 / -45.0 DWG.BY SWS
XX 74 0:Eummffigi morAggEDEI +55.0 -55.0 I N A +25.0 . -25.0 +40.0 -40.0 +47.0 -45.0 +47.0 / -45.0.
CHK.BY:
- . • _ +43.0 / -47.0 .. - .• -• .• +55.0 AMA= N A j +25.0 / -25.0 +40.0 -40.0 I+47.0 -45.0 +47.0 / -45.0 KURT BALTHAZOR
. _ - -- ----- - - - --0X0--- -71.J1727'- .-+43.0-/--47.0- +47.0 7 -45.0 -+55.0-ARM= N A -- +25.0--/ -25.0 +40.0 -40.0 +47.0 -45.0 +47,0-!--45.0 .-- - -FLORIDA P.E.--- DRAG NO.: -
OXXO 14o -I---.7-3A)7 -47.0 +47.0 i -45.0 +55.0 / -55.0 I N A +25,0 / -25.0 +40.0 -40.0 +47.0 -45.0 +47.0 / -45.0 #56533 OWC-MA-FLO I 73-07
SHEET 1 OF 4
6" — SEE DETAIL --I !6" tt)
3" — "E" —. i 3. lo 0.. DO
V- ( I I I—6" 6"'I�'" 6. 6" f — _ I 7 k
o tl-
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6"— — SEE DETAIL — 6" 3 3 3 3 r
"F" #8 x 2" ASTRAGAL RETAINER BOLT HOLE �'N m m
ri` r/ MUST BE DRILLED THROUGH
\� #10 x 5/8" GniP THE THRESHOLD & INTO THE ? rn
STRUCTURE DEEP ENOUGH N LI Lilo
#8 x 2" #10 x 5/8" �* S FOR A 1.375" THROW aaI-
�1 DETAIL "F" ASTRAGAL 1-T.-7 m o z
#8 x 2" 't� #10 x 1" DETAIL "E" ASTRAGAL z a m m o
/:� #10 x 2-1/2" •� ATTACH ASTRAGAL RETAINER BOLT W c r_( �'
�N 114111. #10 x 1" STRIKE PLATE TO FRAME a V z
r #10 x 5/8" _ AS SHOWN.
a<>-¢m
DETAIL ''C., 25• co N N,n o .
DETAIL ..D., 1.2MIN" IENIMI MIN o . . t. - 1.50' ++ `� `— ti'�w,
0.25" �� _Mme. MIN f _�. 0.25" �Da NNs.N\p
I �.. 0.962"+ SHIM �_ , SHIM .�'`MAX
1.375" �r:j�i�� e.0. !FP'
� -
�i.//i iiiiii. L__?tf4 .e CL—I — id
1. i' CL CLI I---
' r •
1p' wac�m¢Z
INSWING THRESHOLD BUMPER 0/S THRESHOLD I '
TYPICAL MASONRY 1X BUCK MASONRY TYPICAL WOOD BUCK DATE: 4/9/07
1 �� - ± 1 ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION scALe N.T.S.
1.462 rl>i%1 ===' �r 1.75" 1.047" 1.437"Plil°A.A.7., AdtleTdmnla
DWG.BY: SWS —
Ti .� _ CHK. 9Y:
}--- - - T _ _ _ __ _ ___ ___ _ __ ._____ _ ; 7�� ��tt J� � DRAWING NO.:
Dateizak iai 11 !1(9 —DWG-MA-FL0173-07
Z—SERIES 0/S THRESHOLD HIGH DAM OJS THRESHOLD T4 0/S THRESHOLD
SHEET 2 or 4
H
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----.___
I ' ..____
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A R p g PRODUCT:
M T 1 ! ., • E 12/1 8 1 8 ALTERNATE GLAZING SWS - TA7EffloR Dow pRoDucr
gi' 4 D 10/27 17 ADDED T4 SWS 8'0 FIBERGYASS GLAZED MASONITE INTERNATIONAL CORP.
C 4/26 17 VARIOUS UPDATES SWS DOUBLE DOOR VW
1955 POWIS RD.
q 0 0 '71--,. 8 5/2871-5 ANCHOR UPDATE SWS NkErr OR ASSEMBM
A
ln '4
. 11/2710 MISC UPDATES
SWS
BY ANCHORING LOCATIONS
WEST CHICAGO, IL 60185
NODATE
21 REVISIONS _
&DETAILS j
1
„,----
U)
1"INSULATED GLASS 1"INSULATED GLASS q` CO
0.124'HEAT STRENGTHENED-•..,,, J -DECORATIVE INSERT 0.124'HEAT STRENGTHENED--. DECORATIVE INSERT
0.090'SAFLEX(NOA 15-1201.11) r+-----f (OPTIONAL) ....���� r,.._ 0 Q
0.090'SAFLEX(NOR 15-1201.11) �_p,w J I (OPTIONAL) V CO
0.124'HEAT STRENGTHENED .0124' TEMP.
� 0.124"HEAT STRENGTHENED---I.- j, TEMP, "�
ft , 1 .,: 1 Ci --I
BUTYL,FOAM,OR METAL SPACER �: 1/2'BITE BUTYL, FOAM•OR METAL SPACER ( .: ' 1/2"BITE 0 EC
•.,-: .` -ay-,[tom` CC (�O
DOW 995 '4`i.. `: �+.DOW 995 Dow 995 "`2?':' `DOW 995 LCL) Q
FXTFRIOR -i .IN[E13I9$ _ _ _ _ _ lam- _ ,,
TYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIL Z
IMPACT RATED GLASS IMPACT RATED GLASS coo (moi)
1-1/4'INSULATED GLASS ,
0.124"HEAT
0.1390"SAFLEX(NCA STRENGTHENED15-1201.11)
11 . .' :--•(OPTIONAL)NTERNAL IWBLINDS
0.124'HEAT STRENGTHENED •.0124"TEMP.
METAL SPACER _..4.1 Iy ' 1/2'BITE
, Igr. b c in
DOW 995lL. Li
n: w.:'tlA &
HOT MELT ".4.- c'• ° Ce
HOTELAMELT
FOAM GLAZING TAPE ¢ o -1 O
FXTERIOR 1MFRIOR MEq 1toW 4 Gg to 2
% „ U
to
ALTERNATE GLAZING DETAIL CN1WS . i _.,,,, Jr P o- o
Reviewed By.IMPACT RATED GLASS We Wevect ce
a a
0_ D.
DTV UT N N7
3333m
ATTACHMENT DETAIL D'o°'o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, m
SIGNED AND SEALED BY ROBERTO LOMAS, PE HARDWARE SCHEDULE iz En
IA
(FLORIDA #62514) WITH THE LOWEST (LEAST) 11. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND l �' '•
o W
FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED °-aa
BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 10-1/2" CENTERLINE. ai-,=a z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE z,o=o
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. 2. 4" X 4" FULL MORTISE BUTT HINGES. oc4o'n ITI
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH iaa><m 00
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE m r--r., o
DISTANCE MIN 1/2". m^�mN,L-d-
\ NN^\O
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO -- -
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1"xi/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END (3) $10X2-1/2" (4) #1OX2-1/2"
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM AND 7" OC AND 12" OC WOOD SCREWS WOOD SCREWS Two v m¢zj
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 4 ACRYLIC EACH END EACHr END I
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE E K ' �. rioiri ® DATE 4/9/07
MINIMUM EMBEDMENT OF 1-1/4". �r J N.T.S.
ACRYLIC ` �5 11` SCALE:
LATEX T-� DWG.Br: SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK I CL ® ® a
TRANSFER LOADS TO STRUCTURE. 7 I CHK.BY:
COMBINATION WOOD COMBINATION WOOD_ INTEGRAL_WOOD ._INTEGRAL WW DRAINING No.:
5: MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. MULLION (BOXED) MULLION (BOXED) MULLION (CHS) MULLION (CHS) DWG-M.A-FLO173-07
'- ___ SHEET 4 OF 4
•L. Roberto.Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007A
434-688-osos Date: 10/10/2017
rllomas(alrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x8'(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 (NOS 2012,NDS 2015,TR12) •
Nominal diameter: 0: 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: Fri= 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: Fe,= 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: 1,= 1.140 in
Mode I, Mode I, Mode II Mode III, Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P.= 725.61 lbs P= 884 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
K0= 2.400 Ko= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 '
Z,= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Kb= 2.400 Ko= 2.400 Kb= 2.400 •
llurntinn Fnrtnr: C,.= 1 h 7= 124 the 7= 191 the 7= .11n 1
Allowable Design Value(ZC5): 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: 125 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C Ta C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor(per interpolation when needed)
F., .........4.mn- y1.}n1 V.I.......,....
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: 55.0 psf
t I t Max. Anchor
\ Al /" Al / Area Load Ind. -
Zone 2 O.C. Cap. Load Result
2_ A 3 Y� 95.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)
/\ ^ Al 2.3 126 N/A N/A 155 1 126 OK
/ Al Al A2 9.7 535 6.00 21.00 155 5 107 OK :
i
72•/9 A3 ' 9.7 535 N/A N/A 155 4 134 OK '
37.50 36.38 36.38 37.50 Design pressure: 55.0 psf �\`��1 1 111.////1// .
t t 1 1 t Max. Anchor �\ L �
Al n A4 /t A4 Al / Area Load Ind. \.`0, • • . • /� �
Zone a O.C. Cap. Load Result \ V •
Y Aa Y aS Y Aa Y (ft) (lbs) (in) Qtr . . GEN .'�
A2_ (in) (lbs) (lbs) 4. �� I s,�t• •S i
/Ic AQ AS
Pc3 95.25 Al 2.4 134 N/A N/A 155 1 134 OK • 0 i
/ Al �./ A4 �/ A4 u Al \ A2 10.0 548 6.00 21.00 155 5 110 OK _� *■ ,#
/ A3 9.8 542 N/A N/A 155 4 135 OK =.CI 3 �1"Cr
147.75 A4 2.3 126 N/A N/A 155 1 126 OK i.23 TAT 0 F :(v z-
,
A5 9.7 535 NIA N/A 155 4 134 OK % • •
ORtO .
i Luis R. Lomas P.E
FL No.: 62512
1 of 4 10/10/2017
I .,
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514007A
434-668-0609 Date: 10/10/2017
rllomasca?triomasoe.com
Anchor Locations:
Double door 36.38 —L 36.38
f i
6.00 TYP. 6.00 TYP. — —18.19 TYP.—may
3.00 TYP.
6.00 I I I I I I I I
1
18°
MAX
O.C.
•
95.25
•
6.00
t I I I I I I I I
�.� R- L 04,,////
• F •
*• �►E' r 5 1• -
:1 TAT OF
#° • '°LORtOQ:••+ `
�ts. •. ,. • �Ca���
�ONAL1E \\\�
Luis R. Lomas RE
2 of 4 FL No.: 62514
10/10/2017
� .
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite '
Lewisville,NC 27023 Report#: 514007A '
434-688-0609 Date; 10/10/2017
I lomas(a?Irlomaspe.com
Double door with sidelites
37.50 I 36.38 -- 36.38 37.50
[...-18.75 TYP.
6.00 TYP. 1 6.00 T,YP. F 18.19 TYP.
3.00 TYP.—r
+ I I I l I I I I I I I I I I I I I i
6.00
16-
MAX
O.C.
1
1
95.25
.L
_ _
6.00
t I I 1 a I I I- I I I I I I I I I I I'
•
i
I
\\11lllJIiip
\\\ R•R• IL0 //
��`.'•y\GEINS •cP -f,
1 '
*• 0 51 • * _
TAT OF �=
S
i t
E
/// �ONA1-lt��\\\
Luis R. Lomas P.E
FL No.: 62514
3 of 4 I 10/10/201i
1
1
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514007A
434-688-0609 Date: 10/10/2017
rllomas(a Irlomaspe.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"
AAIAIIAAI IAA rnrSr nIC.TA 1.1,1- I nr ATr AAtrl InoC AC CLI(VAIAI 0C1/NIA/
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.
V. I VI,TSINI,/1IVV II II‘VVI.JIiIV L J UV V l......11.-.l......11.-.RUV VL
I I'll- 11\ I I\L IV IVIVI\ l-I VV
11
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 i
.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.
1
X111111/
`\5 .•
• .L oej f
• —
1
• TAT OF ;w
<v-_
.
/370NAL`9%\"
111
Luis R. Lomas P.E
1 FL No.: 62514
4 of 4 I 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514011 A
434-688-0609 Date: 10/10/2017
rllomaslairlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x8'(composite frame)
Scone:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the
product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/$w/out gap:
a. With threads present in shear plane'
Fastener type:#10 wood screw (NDS 2012,NDS 2015,TRI2)
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,r= 1.500 in
Side member dowel bearing strength: Fe,= 10,000 psi Main member dowel bearing strength: Fe,,,a 3,350 psi
Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: Ia a 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 B: 0.5 B: 0.000
K,= 2.400 Kb a 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
Z,,,= 302 lbs Z,= 792 lbs P= 510 lbs Ms a 46.8 in-lbs Mm= 46.8 in-lbs
Kb= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Za 125 lbs Zr 212 lbs Kb= 2.400 Ka= 2.400 Kb= 2.400
Duration Factor: Cb= 1.6 Z= 135 lbs Zr 221 lbs Z. 125 lbs
Allowable Design Value(ZC5): Zr' 199 lbs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A.16-1222.06 edge spacing(in) • ,
Substrate: Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z''= 155 lbs/anchor(per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5) ,
Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 in'
Actual edge distance: de:' 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi ,
Per table 33.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: t; 1.000 in Thickness: to 0.052 in
Ultimate tensile strength: F,01 14 ksi Ultimate tensile strength: F,02 22 ksi
Nominal strength per bearing(side member): Rn=2Dt1F,01 Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member): Rn=2Dt2F,a2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn=4.2(t23DrFn2 Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength: Rn=A,F,11.25 Rn= 654 lbs (Eq 7.5-14)
Safety factor: n=3
Allowable shear and bearing capacity: P.. 145 lbs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI-S100-12,sections A2.32 and E4.3.1) •
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,r 54.0 ksi
Screw root area: A, 0.0151 in' Per table 33.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: t) 1.000 in Thickness: t2 0.(`"
Ultimate tensile strength: F0i 14 ksi Ultimate tensile strength: F„2 \\011111////,/
Nominal strength per tilting: Rn=4.2(t23D)wF„2 Rn= 1001 lbs (Eq E4.3.1-1) \\ S R" t+04,i/
Nominal strength per bearing(side member): Rn=2.7Dt1F„1 Rnl= 7182 lbs (Eq E4.3.1-2 and-4) .\ \'�• s • • • • � //
Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) • \G E N s .--74p _
Nominal screw shear strength: Rn=A,F,�/1.25 Rn= 654 lbs ` •• F •• i_
Safety factor: n=3 +*2.
�� .� •
Allowable shear and bearing capacity: Pr 218 lbs/anchor U -
. Minimum anchor capacity: 145 lbs/anchor 'i a
P TAT OF -
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. I� • • � -
/��/�js�ONAL E�G�`�
illf(Iltl
Luis R. Lomas P.E
i FL No.: 62512
1 of 4 10/10/201
1
1
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514011A
434-668-0609 Date: 10/10/2017
rllomasl^aMomaspe.corn
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 55.0 psf
t t Max. Anchor
Area Load Ind.
\ Al - Al / Zone O.C. Cap. Load Result
,FYII _YI 95 .25( ftz) (lbs) (in) (in) (Ibs) Q1y (Ibs)
a3 Al 2.3 126 N/A N/A 145 1 126 OK
Al u Al A2 9.7 535 6.00 21.00 145 5 107 OK
/2./5 A3 9.7 535 N/A N/A 145 4 134 OK
37.50 36.38 36.38 37.50 Design pressure: 55.0 psf
i 11 Max. _ Anchor
A4 /� A4 /� Al / Area Load Ind.
Al
Zonez O.C. Cap. Load Result
U A2' Y A6 A8 (ft) (Ibs) (in)
(in) (Ibs) Qty (Ibs)
_
ro Ps Ao /c 95.25 Al 2.4 134 N/A N/A 145 1 134 OK
/ Al �/ A4 v A4 U Al \ A2 10.0 548 6.00 21.00 145 5 110 OK
A3 9.8 542 N/A N/A 145 4 135 OK
147.75 A4 2.3 126 N/A N/A 145 1 126 OK
A5 9.7 535 N/A N/A 145 4 134 OK
Anchor Locations: •
Double door 36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP. �-
6+0 I I I I 1 1 I I
18°
MAX
O.C.
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Luis R. Lomas P.E
2 of 4 IFL No.: 62512
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514011 A
434-688-0609 Date: 10/10/2017
Ilomas(aDlrlomasoe.corn
Double door with sidelites �
37.50 36.38 36.38 37.50
18.75 TYP.
6.00 TYP. 8.00 TYP. 18.19 TYP.
3.00 TYP.-+
6.00 1
I I I I- I I I I I I- I I I I I I I I
18•
MAX i
O.C.
95.25
6.00
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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#: 514011A
434-688-0609 Date: 10/10/2017
rl cmasAirlomasDe.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=2,000PSI MINIMUM.
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KS1/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 MANUFACTURERS 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