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4 FL# FL22513
Application Type New
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived O
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
Quality 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 Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/13/2017
Date Validated 06/16/2017
Date Pending FBC Approval
Date Approved 06/20/2017
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' Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NIO13747.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0212,odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.pdf
system is required. Door top rails stamped"HPC".See DWG- Created by'Independent Third Party:Yes
MA-FL0212 for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NIO13747.04.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0215.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the .Created by Independent Third Party:
design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514009.pdf
system not required.See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0215.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514007.pdf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.04.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+50/-45 Installation•Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0215.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514007.pdf
system not required on opaque panels,but is required on Created by Independent Third Party:Yes
glazed sidelites.See DWG-MA-FLO215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0217.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'=0"max nominal size. Evaluation Reports
When impact resistance is required, hurricane protective FL22513 RO AE 514007.pdf
system is required.See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
225.13.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
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I Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22S13 RO C CAC NI013747.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +70/-70 Installation Instructions
Other:Evaluated for use In locations adhering to the FL22513 RO II FL0211.1)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514010.odf
system not required.See DWG-MA-FL0211 for details, Created by Independent Third Party: Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NIO13747.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0211,1)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.odf
system not required on opaque panels,but is required on Created by Independent Third Party:Yes
glazed sidelites.See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.03.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0214.odf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.Ddf
system is required.See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
Back Pext
Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal 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_.
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22513.5 FLORIDA PRODUCT.APPROVAL NUMBER
22513.5 Wood-edge Steel Side-Hinged Door Unit
8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or w/o Sidelites
Wood-edge Steil Side-Hinged Door Unit 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double
Door w/or w/o Sidelites
.s
-----Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/40
'Other: Evaluated for use in locations adhering to the Florida Building Code, including the High
Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures
listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective
system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate
FL22513_RO_C CAC_NI013747.06.pdf
Qufility Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 RO II FL0217.pdf
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 RO A� 514007.pdf
Created by Independent Third Party: Yes
-
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NOTICE OF PRODUCT CERTIF'ICATIOIeT
4ry� Company: \lasonite International Corporation Certification No.: N1013747.06
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
a "
Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impact
�"s""�`�F Rated Sidelites(w/Wood Frame unless noted)
'~ Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass(Tempered)
'Ilse"Notice of Product Certification"is only valid if the NA671 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
NANII's Certified Product Listing:at wn%ry.Ntunieertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Test Report Number
Configuration or or Maximum Design Test Drawing Number&
Outsnyfn Opaque Size Pressure Pressure Comments
X US Glazed 3'0"x 8'0" +40/40 0.0 psf ATLNC 0921.01-16
Single 3/4-Lite Max Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0217-17
X O/S Glazed 3'0"x 8'0" +40/40 0.0 psf ATLNC 0921.01-16
Single 3/4-Lite Max Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0217-17
XX I/S Glazed 6'0"x 8'0" +40/40 0.0 psf ATLNC 0921.01-16
Double 3/4-Lite Max Nlaximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0217-17
XX O/S Glazed 6'0"x 8'0" +40/40 0.0 psf ATLNC 0921.01-16
Double 3/4-Lite Max Maximum Panel Size:3'0"x 8'0"
Anchor Details-DWG-MA-FL0217-17
XO/OX US Glazed 6'0"x 8'0" +40/-40 0.0 psf ATLNC 0921.01-16
Single w/Sidclite 3/4-Lite Max Door Maximum Panel Size:3'0"x 8'0";Sidclite:3'0"x 8'0"
Full-Leto Max S/L Anchor Dctails-DWG-MA-F -
XO/OX O/S Glazed 6'0"x 8'0" +40/-40 0.0 psf ATLNC 0921.01-16
Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"x 8'0"/Sidclite:3'0"x 8'0"
Full-Linc Ma&.t nctails-DWG-MA-FL0217-17
0 I azed 0.0 psf ATLNC'0921. - ,
Single ,/Sidelites -Lite3/4 Max Door Maximum Panel Size:3'0"x 8'0"/Sidclite:A"x 8'0"
Full-Lite Max S/L Anchor Dctails-DWG-MA-FL0217-17
OXO O/S Glazed 9'0"x 8'0" +40/-40 0.0 psf ATLNC 0921.01-I6
Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 8'0"/Sidclite:3'0"x 8'0"
Full-Litt Max S/L Anchor Dc1ails-DWG-MA-FL02l7-17
OXXO 1/S Glazed 12'4"x 8'0" +40/-40 0.0 psf ATLNC 0921.01-16
Double w%Sidelites 3/4-Lite Max Door Maxinunn Panel Size:3'0"x 8'0"iSidclite:3'0"x 8'0"
Full-Litt Max S/L Anchor Details-DWG-MA-FL0217-17
OXXO O/S Glazed 12'4"x 8'0" +40/40 0.0 psf ATLNC 0921.01-16
Double w•/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 8'0"/Sidclite:3'0"x 8'0"
Full-Lite Max S/L Anchor Donils-DWG-MA-FL0217-17
National Aceditation&Management Institute,Inc./4794 George Washington Memorial Highway/Haves,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
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1111 MASONiTC.
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3/4-LITE WOOD-EDGE STEEL DOOR UNIT
LD
8'-0•DOUBLE DOOR WITH/WITHOUT SIDELITES �49 MAX.OYEPA L FRAME WIDTH
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21"MAX 36.375'MAX. 21^MAX
D.L.O. PANEL WIDTH
D.L.O.1 W ASTRAGAL D.L.O. FRAME WD �O
GENERAL NO7E5 I ¢ O
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EVALUATED FOR USE IN LOCATIONS ADHERING LL O Q
THE A BUILDING CODE AND WHERE PRESSURE I a U
REQUIREMEIREME NTS AS DETERMINED BY ASCE 7,MINIMUM =
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W L()O
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 1-L0
,. 2. WHEN INSTALLED IN THE HIGHVELOCITY HURRICANE ZONE(HVHZ), Z C1)F-
HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS REQUIRED. �-N
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3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION•
HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS REQUIRED..
4. POLYURETHANE CORE MME SPREAD INDEX OF 50 k' x p O =
AND SMOKE�OfVELOPED INDEX OF 60 PER ASTM E84. i
y
5'. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME � o,❑
SELF IGNRION TEL/P ASTM D1929 842'F>650'F
RATE OF BURNING ASTM D635 1.28 IN MINAry
SMOKE DENSITY ASTM D2843 70.25 y
TENSILE STRENGTH• ASTM 0638 1.89.DIFF Q m Q d
•COMPARATIVE TENSILE STRENGTH 0.RER WEATHERING
I 4500 HOURS XENON ARC METHOD 1
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SINGLE DOOR UNIT { SINGLE DOOR LINT 7 SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUQ46 DOOR NR W/ID li S
WITH SfOELITE WI7H SIDELITE
WHERE WATER INFILTRATION PERFO MANCE IS — 5/26/17
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGN PRESSURE
SHEET DESCRIPTION N I WIDTN INSWING OUTSWING INSYANG BUMPER O 5 Z-SERIES O S HIGH DAM O S 5V1E: N.T.S.
1 ttPICAL ELEVATIONS&GENERAL NOTES 37.5 +50.0 -50.0 +50.0 -50.0 N A N A N A N A IMTi.rx: SINS
%% 74 +50.0 -50.0 +50.0 -50.0 N A N A N A N A
2 ANCHORING LOCATIONS& DETAILS O%or x0 5 +50.0 -50.0 +50.0 -50.0 N A N A N A N A
3 ANCHORING LOCATIONS&DETAILS 0X0 112.5 +50.0 -50.0 +50.0 -50.0 N A N A NLA N A KURT BALTHAZOR wawlKG NM'
OX%0 149 +50.0 -50.0 +50.0 -50.0 N A N A N A N A FLORIDA P.E.
®56533 DWG-M4-FL0217-17
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MUST BE DRILLED THROUGH
#10 x5/8" THE THRESHOLD & INTO THE
I STRUCTURE DEEP ENOUGH
#8 2" J10 x 5/8" ASTRAGAL
A 1.375" THROW
DETAIL ASTRAGAL
TRAGAL z
#8 x 2" #10 x I" ATTACH ASTRAGAL RETAINER BOLT
#10 x 2-112" #10 x I" STRIKE PLATE TO FRAME
D AS SHOWN.
#10 x 5/8"
DETAIL "C'
.DETAIL "D"
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INSWING THRESHOLD BUMPER O/S THRESHOL HOT ELT 1/27 EIX Adiud.IMAMI
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DWG-MA-FLO217-17
Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD
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ATTACHMENT DETAIL 1�?N i
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1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —SM X o
SIGNED AND SEALED BY LUIS R. LOMAS, PE HARDWARE SCHEDULE w
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL— _ 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 10-1/2" CENTERLINE.
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL 2. 4" X 4" FULL MORTISE BUTT HINGES. o
SHIM MUST BE PLACED IN SHIM SPACE�AT EACH ANCHOR ANCHOR INSTALLATION
LOCATION. TAPCON EDGE DISTANCE MI 2-1/2"• t'x1 2 CORRUGATED
WOOD SCREW EDGE DISTANCE MIN 3/4". s /" #10x2'WOOD SCREW
/ 3"FROM EACH END 6"?ROM EACH END (3) 10%2-1/2" p
1.50' AND 7"OC AND 12.OC p0
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —M25" y> 140�H3 END Z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAIM AUTEx
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I CAULK ® 5/26 t7
MINIMUM EMBEDMENT OF 1-1/4". CL— I- ALATE% I SCnLE: N.T.S.
IMUK cL �*: SWS
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ?' cnrc.e:
TRANSFER LOADS TO STRUCTURE. 1 DRnwfiG uo.:
TYPICAL WOOD BUCK COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (CHS)
SIM 3 of 3
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rllomas,d)lrlomaspe.com
Test Report: N/A -3 4-
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/$w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
' Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: Fe,= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
I
Mode Im Mode I, Mode II Mode III, Mode III, Mode IV fs'
qm= 636.5 lbs/in qs= 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
K,= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 C: -93.6
Zm= 302 lbs Zs 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
KD= 2.400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: C'= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z'= 175 lbs/anchor
Solid members w/$w/out gap:
' a. With threads present in shear plane
Fastener type:#10 wood screw (ND5 2012,TR12) �
Nominal diameter: D: 0.190 in s Gap: g: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:Douglas Fir-Larch(G=0.50) Main member:Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in
Side member dowel bearing strength: F�,= 4,650 psi Main member dowel bearing strength: Fem= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in T
Mode I. Mode I, Mode II Mode IIIA, Mode III, Mode IV
qm= 11752 lbs/in qs= 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006
P= 13397 lbs P= , 884 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Z.= 5582 lbs Z: 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
'i KD= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(UD): Z'= 262 lbs/anchor Is
Fastener type: 1/4"ITW Tapcon N.O.A.16-1222.06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85 `
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs `\\
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs `J0S • . . �Lj /�
Actual spacing: 3.00 in Reduction factor: 0.91 =v•��\G.' N
Allowable Design Value WAN): Z"= 155 lbs/anchor
;Minimum anchor capacity: 155 lbs/anchor4, TgAT
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacityr' OF ;ct,,�
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 5/2/2017
A
L. Roberto Lomas P.E.
1,432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rllomas oNrlomaspe.com
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 55.0 psf
h,
A
Al TA Al Area Load Ind. Max. Anchor
Y Y Zone (ftz) (lbs) (in) O.C. Cap. Qty Load Result
Azy �nz 95.25 (in) (lbs) (lbs)
Al Al A, 2.3 126 N/A N/A 155 1 126 OK
4 AZ 9.7 535 6.00 21.00 155 5 107 OK
72.75 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
.
Area Load Ind. Max. Anchor
Al A4 A4 �/ Zone Z O.C. Cap. Load Result
Y Y Y .. I (ft) (Ibs) on) (in) Obs) Q (lbs)
/j P3 A5 t3 95.25 A, 2.4 134 N/A N/A 465 1 134 OK
Al A4 A4 Al A2 10.0 548 6.00 21.00 155 5 110 OK
t A3 9.8 542 N/A N/A 155 4 135 OK
147.75 A4 2.3 1 126 1 N/A N/A 155 1 126 1 OK
A5 9.7 1 535 1 N/A N/A 155 4 134 1 OK
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 18.19 IYP.
3.00 TYP.
6.00
16.65
MAX.O.C.
i I
95.25
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i 6.00 -�
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Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
. I
ia
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514007
434-688-0609 Date: 05/01/2017
rl to m a s 5l dom a spe.com
Double door with sidelites
'37.50 36.38 36.38 37.50
.i
18.757YP.
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
16.65
MAX.O.C.
7 � .
95.25
j
i
.i
L
6.070
A
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 3/16"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
AINTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT. b
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 N��
B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. GENSteCSS e
' .�,f7 �/
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. `V•��� ' '�
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 C'
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. c'
yo , TAT S OF
s . .
/0 At`
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/22017