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Code Version 2014 FL# 22513.8
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FL# Type I Manufacturer Validated By $Aatus
FL22513 New Masonite International National Accreditation& Approved
FL#:FL22513.8 Management Institute
Model:Wood-edge Steel Side-Hinged Door Unit (804)684-5124
Description:6'-8"3/4-Lite Glazed I/S or O/S Single or
Double Door w/or w/o Sidelites
Category:Exterior Doors
Subcategory:Swinging Exterior Door Assemblies
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road Tallahassee FI a, 399 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_.
Product Approval Accepts:
MON " FRE
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Florida Building Code Online Page 1 of 3
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®, FL# FL22513-RO
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
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
Date Revised 11/21/2017
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 N101 374i.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.ndf
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 ROC CAC N1013747.04.udf
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.odf
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
if
Approved for use in HVHZ:Yes FL22513 01374.1
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 FI
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.odf
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 V 3747.04.odf
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 lI 1
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.odf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.5 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 N1013747.06.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 11 FL0217.udf
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.udf
system is required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
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Florida Building Code Online Page 3 of 3
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL22513 RO C CAC N1013747a0,
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.Ddf
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 NI01 747.df
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.Ddf
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 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 Ddf
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 Rn H FL0214.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 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 5140fi p f
system is required. See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
Back Next
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. '
Product Appro�val Accepts:
No r
Credit Card
,Safe
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NOTICE OF PRODUCT CERTIFICATION
h « Company: Masonite International Corporation Certification No.: NI013747.03
1955 Powis Road Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2021
Product: Wood-Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impact
Rated Sidelites(w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents 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 Listin at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Test Report Number
Configuration or or Maximum Design Test Drawing Number&
Outswin Opaque Size Pressure Pressure Comments
X I/S Glazed 3'0"x 6'8" +50/-50 0.0 psf NCTL-110-19469-1
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL.0214-17
X O/S Glazed 3'0"x 6'8" +50/-50 3.0 psf' NCTL-110-19469-1
Single 3/4-Lite Max 4.5 psfMaximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0214-17
XX I/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Double 3/4-Lite Max Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0214-17
XX O/S Glazed 6'0"x 6'8" +50/-50 3.0 psf NCTL-110-19469-1
Double 3/4-Lite Max 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0214-17
XO/OX I/S Glazed 6'0"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Single w/Sidelite 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
XO/OX O/S Glazed 6'0"x 6'8" +50/-50 3.0 pst' NCTL-110-19469-1
Single w/Sidelite 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L 7.50psf' Anchor Details-DWG-MA-FL0214-17
OXO I/S Glazed 9'0"x 6'8" =50/-50 0 psf NCTL-I 10-19469-1
Single w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
OXO O/S Glazed 9'0"x 6'8" X50/-50 3.0 psf' NCTL-110-19469-1
Single w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max S/L 7.50psf' Anchor Details-DWG-MA-FL0214-17
OXXO I/S Glazed 12'4"x 6'8" +50/-50 0 psf NCTL-110-19469-1
Double w/Sidelites 3/4-Lite Max Door Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6.8"
Full-Lite Max S/L Anchor Details-DWG-MA-FL0214-17
OXXO O/S Glazed 12'4"x 6'8" X50/-50 3.0 psf' 110-10-19469-1
Double w/Sidelites 3/4-Lite Max Door 4.5 psf' Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Full-Lite Max.S/L 7.50 sf'
Anchor Details-DWG-MA-FL0214-17
1-Denotes Bumper Outswing Threshold 2-Denotes USeries Outswing Threshold 3-tli-Dam 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:
�1 A 00
u7
11 1 1 MASONITC. 149"MAX. OVERALL FRAME MOTH � -
p0
27" MAX 36.375" MAX. 21" MAXQ
3/4-LITE WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH D.L.0_ 37.5" MAX. Q Q
FB'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH J
O
GENERAL NOTES ac
w O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ~ C U
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ? _
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W 117()
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. X �'
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), '0
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. U7
LLJ
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. 0 v m '-3
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING: o_
TEST DESCRIPTION DESIGNATION LITE FRAME_ '3
SELF IGNITION TEMP 1ASTM D7929 B42 'F > 650 'F g�W
RATE OF BURNING A11
STM 5635 1.28 IN MIN ILx^1
SMOKE DENSITY ASTM 52843 70.270 ro
TENSILE STRENGTH- ASTM D638 1.8% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
0
0
DOUBLE DOOR UNIT W,/SIDELITES a a
Adderdw to NAM }
Ge(Mralvn No.-AM2/17#7
m
Reviewed Br
DateRevieve
V)
z
0
(_N
1111 1111 1111 1111 ®® 11® 11 1 11 ,111
11® 11 ui
p
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDELIIE WITH SIDELITE 0
Z
WHERE WATER INFILTRATION PERFORMANCE IS u�te: 5 26 11
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
SHEET # DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HIGH DAM 0 S ./.. ,/ SCALE: N.T.S.
X 37.5-_ +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 oma_�, SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 - O. " �`
3 ANCHORING LOCATIONS & DETAILS XO 112.5 +50.0 -50.0 +50.0 4 -50.0 N A +20.0 -20.0 +30.0 4 -30.0 +50.0 -50.0 KURT BALTHAZOR DRAWING N0:
OXXO 149 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 FLORIDA P.E.
156533 DWG-MA-FLO214-17
SHEET 1 or 3
CL Do
0
6" SEE DETAIL 3.. 6"4� �CO
E' Q O
3. I 3'
I 3"-{ - 3" 3" 3" j (�J
I I I i 6" 6'� 6" 6'--13•� [1--
I —�6" 6"
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6" 3" g�� m
6" 6" N z�
I I I r � I I I I m U
3. m oma
3'-� 3. 3" 3' 3" 3" 6' 6" al a
6" SEE DETAIL 6
.F. #8 x 2" m
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
#10 x 5/8' FOR A 1.375" THROW
#8 x 2 #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL Z
0
�
#10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT �
#10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
w
a
0.9621 HOT MEET p
ELASTOMER��
1.375" f /6 X 1-1/2-PHS
T T Adderdum to NAW
Z:.` o
INSWING THRESHOLD BUMPER O/S THRESHOLD HOT MEET • vz BITE
ELASTOMER
GeOdFAKANo.: o1' v Z
� ":x„••ti^ ReAawed By:
DATE: 5126117
-` SCALE N.T.S.
1.482' 1.75' 1.047 12i£8145 ���
TYPICAL GLAZING DETAIL DWG.BY: SINS
T T NON-IMPACT GLASS CHK.er:
DRAWING NO.:
Z—SERIES 0/S THRESHOLD HIGH DAM O/S THRESHOLD OWG-MA-FLO214-17
SHEEP 2 of 3
SEE DETAIL3• 6` —{ 6" 0 Q 00
"E" SHT. 2 —{
_L 3" 6" 3 36 3" 3+ O
6" 6' 6" I I I I 16" 6"
QNO
cc 3QLL O
M^ W f Q Z CL T
a SEE DETAIL a I_W— Ln U
}"D' SHT. 2 — — Ln z
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SEE DETAIL o o
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o n
B
A M A v G
i
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6`
I i I I I i I I I I I co �o
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3" 3' 3 3""1 h—3"
.6 6' 3. v
SEE DETAIL 6. 6" �I o
"F" SHT. 2 6-
HARDWARE SCHEDULE a
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL 1.25 >, f 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN _025"
MAX 1"X1/2' CORRUGATED #10X2" WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOAAS, PE SHIM 3" FROM EACH END 6" FROM EACH END N
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12" OC o
FASTENER RATING FROM THE DIFFERENT FASTENERS CL
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC
LATEX
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY ACRYLIC CAULK
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK CL
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". o
WOOD SCREW EDGE DISTANCE MIN 3/4". COMBINATION WOOD COMBINATION WOOD
• MULLION BOXED MULLION BOXED
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1MSN � (BOXED) (BOXED)
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT _0.25"
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MAX
�3�o6D SCREWS" z
MINIMUM EMBEDMENT OF 1-1/4 EACH END
CL—I �— AddendrtoNAM wTE: 5125117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 1 f' • Ce dcalpnNo.: 011 Y _ SMI: N.T.S.
TRANSFER LOADS TO STRUCTURE. Rev awed 6y: owc.er: SINS
Data
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK cw.ffy:
ANCHOR INSTALLATION o"""A"c NO
INTEGRAL WOOD DWG-MA-FLO214-17
MULLION (CHS) smm 3 ov 3
L. Roberto Lomas P.E.
1432 Woodford Rd Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllomasicvirlomaspe com
Test Report: N/A
Product: Double Door with and Without sidelites 12'x6'8"(wood frame)
scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
the product described herein.These calculations comply With requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/6 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: F„y: 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) Main member: Spruce-Pine-Fir(6:0.42)
Side member thickness: 1,= 1.000 in Main member thickness: tm 1.500 in
Side member dowel bearing strength: FW= 4,650 psi Main member dowel bearing strength: F,m= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1T= 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: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000
Kp= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7 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 K�= 2.400 Ko= 2.400 Ko° 2-400
Duration Factor: Cp= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Solid members w/4 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: 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(6=0.50) Main member: Steel strap/clip
Side member thickness: t,= 1.000 in Main member thickness: t„= 0.048 in
Side member dowel bearing strength: F�= 4,650 psi Main member dowel bearing strength: F,,,= 61,850 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 IIIm 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 8: 0.57 B: 0.5 8: 0.000
KD= 2.400 Kp= 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 Min= 46.8 in-lbs
Kt,= 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 KD= 2.400 Ko= 2.400
Duration Factor: Cp= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCo): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon 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 \�` R . L o
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs �� • V q
Actual spacing: 3.00 in Reduction factor: 0.91 `•\rj E N ly
Allowable Design Value(Zf, ): Z"= 155 lbs/anchor _�y • r
Minimum anchor capacity: 155 lbs/anchor 061 •
'� • •
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity. ~� ` •
TAT OF ; j
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11(il
Luis R. Lomas P.E.
FL No.: 62514
1 of 3 5/2/2017
L. Roberto Lomas P.E.
1432WoodrordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report k 514008
434-688-0609 Date: 05/01/2017
rllornas(cDlrlornaspe corn
Anchor calculations minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
Al Al � Area Load Ind.
Zone O.C. Cap. Load Result
nzyynz 79.25 (ft') (lbs) (in) (in) (lbs) Qty (lbs)
Al Al Ar 2.3 138 N/A N/A 155 1 138 OK
Az 1 7.7 463 6.00 21.00 155 5 93 OK
72.75 A3 7.7 463 N/A N/A 155 3 154 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Max. Anchor
At Aa j/�
Al � Zone Area Load Ind. Cap.p. Load Result
Y / Y Y (ft) (lbs) (in) (in) (lbs) `qty (lbs)
A2 79.25 A, 2.4 146 N/A N/A 155 1 146 OK
At M At AZ7.9 473 6.00 21.00 155 5 95 OK
A3 7.8 468 N/A N/A 155 4 117 OK
147.75Aa 2.3 138 N/A N/A 155 1 138 OK
AS 7.7 463 N/A N/A 155 3 154 OK
Anchor Locations:
Double door
-36.38-- -- - 36.38 - -
6.00 TYP. 6.00 TYP.� 18.19 TYP.
3.00 TYP.
T_ 61_
13.45
MAX.I O.C.
79.25
L 0 �
\C,
6.00
•�'��%
6.00 =*' 0 5 •*=
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/ONAL�ti?���
lith
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514008
434-688-0609 Date: 05/01/2017
rllomas(c)Irlomaspe.com
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 TYP.
6.00 TYP. — 6.00 TYP. 18.19 TYP.
3.00 TYP..
1 I
6.00
1
13.45
MAX.O.C.
I
79.25
6.00
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
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:I //�
B.CONCRETEI MINIMUM SPECIFIC GRAVITY
NIMUM COMP ESSE OF
OF 2,000 PSI. ��`\��� R O"' j
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. ti V `�\G E %9 (P 'rte
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI ` •
.052"THICK MINIMUM 051 • #-
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE '—
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. V t "
�p , TAT OF
00
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 5/2/2017