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Product Aoomva)Menu>Reo'ster User>Product or Avoffcation Search>Aoal*ation tilt>Appkatton Oetall
FL# FL22513-R2
Application Type Revision
Code Version 2017
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 i.. RECEIVED
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road 0 C T 3 0
West Chicago,IL 60185
sscchre ber@masonite.com 663-3667 fir' Lucie County, Permitting
Authorized Signature Steve Schreiber
sschrelber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
c�
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) stutdialA rear
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/16/2018
I of 3 412412019, 1:17 PU..
'lorida)3uilding Code Online https://wWw.floridabuilding.org/pr/pi _appjtl.aspx?param=wGEVXQw..
Date Validated 04/18/2018
Date Pending FISC Approval
Date Approved 04/14/2018
Summary of Products
FL 0
LModel,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged W-B"Glazed I/S or O/S Single or Double Door w/or w/o
I Door Unit Sldelltes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C..CAC N1013747.01-RI.pd
Approved for use outside HVHZ*Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06130/2021
Design Pressure:+50/-50Illation Instructions
Other.Evaluated for use in locations adhering to the Florida I=21513 R2 11 FL0212.od
Building Code,Including the High Velocity Hurricane Zone, filed By:National Accreditation&Management Institute
and where pressure requirements do not exceed the design 1 Created by Independent Third Party:
pressures listed.12!-D"x V-13"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system it l FL22513 R2 AE 514008.pdf
tt required.Door top ralls stamped"HPC".See DWG-MA-FL02121 Created by Independent Third Party:Yes
for details.
122513.2 1 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 R2 C CAC NI013747.04.od
Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+701-70 Installation Instructions
Other:Evaluated for use In locations adhering to the Florida FL22513 R2 Il FL0215.Dd
Building Code,Including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.T-0"x 81-01'max nominal size.When Impact Evaluation Reports
resistance Is required,hurricane protective system not FL22513_R2 AE 514009.pd
required,See DWG-MA-FLO215 for details. Created by Independent Third Party: Yes
22513.3Wood-edge Steel Side-Hinged Door 81-0"Opaque I/S Single or Double Door w/or w/o Sidelltes
I Unit
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL22513 R2 C CAC N1013747.04.pd
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 Florida FL22513 R2 IT FL0215.1)d
Building Code,Including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.12'-0"x 8'-0"max nominal size.When Evaluation Reports
Impact resistance is required,hurricane protective system not FL22513 R2 AE 514007.pd
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
sidelites.See DWG-MA-FLO215 for details.
22513.4 'Wood-edge Steel Side-Hinged Door V-0"Opaque O/S Single or Double Door w/or w/o Sidelites
i
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747.04.1)d
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 Florida FL22513 R2 II FL0215.1)d
Building Code,Including the High Velocity Hurricane Zone, Verified By. National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party*
pressures listed.12'-0"x 8'-0"max nominal size.When Evaluation Reports
Impact resistance Is required,hurricane protective system not FL22513 R2 AE 514007.r)d
required on opaque panels,but Is required on glazed. Created by Independent Third Party,Yes
sidelites.See DWG-MA-FL0215 for details.
22513.5Woad-edge Steel Side-Hinged Door W-O"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sldelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ.-Yes FL22513 RZ C CAC N1013747.06.t)d
Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date lIi
Impact Resistant:No 06/3012021
Design Pressure:+40/-40 Installation Instructions
Other:Evaluated for use In locations adhering to the Florida FL22513 R2 II FL0217j)d
2 of 3 4/24/2019,1:17 PN
lor;da Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw...
#Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design I
1 Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When I Evaluation Reports i
Impact resistance is required,hurricane protective system is FL22513 R2 AE 514007.Odf I
required.See DWG-MA-FL0217 for details. Created by Independent Third Party:Yes {
� I
22513.6 'Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Singie Door ;
Unit
Limits of Use Certification Agency Certificate
Approved fdr use in HVHZ:Yes FL22513 R2 C CAC NI013747-RI.odf
Approved for use outside HWZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Othor:,Evaluated for use in locations adhering to the Florida E,?,2513 Rz jj FL021I.ndf
Buliding"Cocie,Including the High Velocity Hurricane Zone, Verifled By:National Accreditation&Management Institute
and where,pressure requirements do not exceed the design, Created by Independent Third Party:
pressures listed.3 6'
0"x -B"max nominal size.When,iinpact Evaluation Reports
resl3t�rrceis°required,hurricaneprotective system not FL2251a R2 AE 514010.2df
required See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes
22513.7 y 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 i
Approved for use in HVHZ:Yes FL22513 R2 C CAC N1013747-R1.Odf
Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1 06/30/2021
I Design Pressure:+551-55 1 Installation Instructions
Others Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
Building Code,including the High Velocity Hurricane Zone,: Verified By:National Accreditation&Management Institute i
and where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed.12'-0"x 6"-8"max nominal size.When Evaluation Reports
I
impact resistance is required,hurricane protective system not FL22S13 R2 AE 514008.odf 1
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes 1
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 R2 C CAC NI013747.03-Rl.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 Florida FL 91; Z7 11 FL0214.adf
Building Code,including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
I pressures listed,12'-0"x 6'-8"max nominal size,When Evaluation Reports
impact resistance is required,hurricane protective system Is FL22513 R2 AE 514008.Ddf
required.See DWG-MA-FL0214 for details- _- Created by Independent Third Party:Yes
Bath Next
C&ntar#Us::2601 Blair Stnne Road,Tallahassee FL 32190 Phone:850-467-1624
The State of Florida is an AA/EEO employer,Copyright 2007-2013 5tatit of Florida ::Privacy,Statement::Acces i5 bH3v Statement:,.Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address reused in response to a pubic-records request,do not send electronic
mat to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850AS7.1395.*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 K 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:
®® -9 M
Credit Card
Safe
3 of31 4/24/2019, 1-17 pN
cl: 00
149'MAX.DVML MWE MM
6'-8m DOUBLE DOOR WITH WITHOUT SIDELITES
MASONITE. 3z;
211, MAX 36.375' MAX.
WOOD-EDGE STEEL DOOR UNIT PANEL WIDTH 37.5" MAX.
INIASTRAGAL FF?AME WIDTH cr
C;
S. EVA kr FOR USE LOCATIONS ADHERING TO
THE
H L r
EUF '10A BUILDING AND WHERE WRESSURe
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
C)
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ul
0 P
DOES NOT EXCEED THE DESIGN PRESSURES LISTED,
2. HURRICANE PROTECTIVE SMFM HUTTEG&ZtS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON ED SIDELRE1 P
3, WHIN INSTALLED IN THE WIND-RORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT ows, BUT IS REQUIRED
ON PANELS W(TfI NON-IMPACT GLASS,
4- POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84,
S. PLASTICS TESTING:
TEST_11191:fll� N DESIGNATION LITE FRAME
SELF IGNITION
MITTO TEMP ASTM D1929 1 842'F> 650'F
PATE OF BURNING ASTM D635 1,281 IN
SMOKE DENSITY ASTM 02843 70.2%
TENSILE STRENGTH* ASTM 0638 1 1.8%,DIFF.., LLL--
0 COMPARATIVE TENSILE STRENGTH AFTER WEATHERING HOURS XENON ARC METHOD I [7QUSL DDDR UNIT Yi/SSD.{ ^
IL
M0 13 ® D 013 ®93
u
.0 0 0 fll 0 .00 on: 00 -o
Li 001
EDJ q 1 09 11 LU 0 0, 1 1 00 , 11 00 ,
29OLLOWR-MW DOUDLE DOOR UNIT' AWRIL-ftQw-m ANOX-Daus-W pm ovir,mutimm
WHERE WATER INFILTRATION PER
Pp
REQUIRED TO BE 15% OF DESIGN_P RE
X- NIIJA —30T I TWO 7 -So.o +
37.5, + +2 1 - +MT�7 +
I
XX J4 +55.0 -1&0 + 0 +20_0 + =no N/A N/A z
Ox or XQ -75" W4.0 0 i-1-106100- ENS
N1 bO:J: 0=0 + 3%
4 A
_oxO '712.5°_
12.5 + - .0 fi -5
17
X 149" +55- +RO.O +30.0 -30.0 1+50.0 -ou.0 N/A S.
o".By. svis
TABLE OF CONTENTS net.ai
SHEET DESCRIPTION = KURT BALTHAZOR
ATlFLORIDA P.C. !j)wOUWA
_ _pLO2I1-17
ON & AILS QN2 & GENERAL Hags #56533
—3. 1ANUMNIL40 LOCATIONS &DETAILS
SEE DETAIL
6"
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3' C}
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to
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SEE MAIL SEE DETAIL
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6' 19
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3- — 3- 3" 3' 6-
6'
3" 3- 3.
w SEE DETNL 8' #8 x 2" r
f- tr °4
ASTRAGAL RETAINER BOLT HOLE
• s MUST BE DRILLED THROUGH
18 x 2" #10 x 5/8". THE THRESHOLD & INTO THE
6ii�STRUCTURE DEEP ENOUGH N
#10 x 5/8" FOR A 1.375" THROW a y
#8 x 2' #10 x 1" DETAIL"E" A,AL "
DETAIL F"A57t?� a
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT n
#10 x 1' STRIKE PLATE TO FRAME
#10 x 5/B- AS SHOWN,
DETAIL "C"
0.992"1 HOT f1 T
1.375' L 7.43T #B x 1-1/2-M*
T T T <z
INSWING THR HALO +
E� B-U.MPER ojS THRESHOLD TC On THRESHOLD
HOT►+E.T..f'''w •ti„ ��z•mre
flASWER ,,: mNr 5 2& t 7
sum- N.T.S.
1.482' tas'Ejjy 1.047" 1A37' kffiEstlzB «• tDs mmo er. SINS
NON—IMPACT GLASS RAM a-
mvc-un-nazta-ir
Z— RI S OlS THRESHOLD h—QAH THRESHOID UP Q/$ RUR HOLD i
sxeer�or�.
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SEE DETAIL s"-- 0
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SEE DETAIL rs""lit 1
"F' SHT. 2 6•
21AE�DVLR SCHEDULE a
3
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND I ,�
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
AITACHM£NT DETAIL lA2tJ• 2. 4" X 4" FULL MORTISE BUTT HINGES. T
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 3—h25"
1-xi FRO2" CORRUGATED �'OX2-WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE 3" M EACH END 8' FROM CH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) c1 —E AND Y oG AND 12 oc «
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE fit^
#10 WOOD SCREWS OR 1/4" TAPCONS, A PHYSICAL TYPICAL MASONRY ACT; ic K E t
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION 4nuLx cl
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2'.
WOOD SCREW EDGE DISTANCE MIN 3j4". COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM a+50" • ' MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA IVDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT " Qt.A2x5` {3) gIOX2—a/2"
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE 5HIA7 t4 9D sCREws
MINIMUM EMBEDMENT OF 1-1/4-. EACH END/2'
CL-- j-- GaYuv6mFia:. �: 5 28 17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO R sBy N.TS.
TRANSFER LOADS TO STRUCTURE. Die oaa a: StVS
owl$W,
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. � L fy nd W �uC m m :
ANCSEIOR I@dSTA4 LATCON3 INTEGRAL WOOD oao-w� cLasrhn
MULLION (CHS) r 3
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1013747-RI
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/202.1
Revision Date: 04/13/20.18
_ w Product: Wood-Edge Steel Opaque Inswing or Outs-tying Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass(Tempered)
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withi n
NAMI's Certified Product Listing at www. amicertilica coin. NA114I's Certification Program is accredited b The American National Standards Institute ANSI .
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 310"x 6'8" +70/-70 0.0 psf Yes ATI.NC 1001,01-13
Maximum Panel Size:3'0"x 6'8"
Single Anchor Details-DWG-MA-FL0211-17
X O/S Opaque 3$0$'x 6'8" +7000 3.0 psf Yes ATLNC 1001.01-13/W-1857
Maximum Panel Size:3'0"x 6'9"
Single 4.5 psf'
7.50 sf�-t+ Anchor Details-MG-MA-r-1,0211-17Details-MG-MA-r-1,0211-17211-17
XX TIS Opaque 6'tl"x 6'8" +55/-55 0 psf Yes NCI1-210-2930-1
Double hlaximurn Panel Size:7,'0"x 6'8"
Anchor Details-DWIG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psP Yes NCTL-210-2930-1
Double 4.5 psf' M ximum Panel Size:3'0"x 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes \CTL-210-2930-1
Single w/SidClite Glazed Sidelite Sidelite-No Max-imum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6"8"
Anchor Details-DWG-MA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-55 3.0 psP Door-Yes NCTL:210-2930-1
Maximum Panel Size:3'0"x 6's"/Sidelite:3'0"x 6'r
Single%v/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Anchor Details-MG-MA-r-1,0211-17
7.50 sf
OXO I/S Opaque Door 910"x 6'8" +55/-55 0 psf Door-Yes \CTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No _blaxinnun Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-13VIG-MA-FL0211-17
OXO O/S Opaque Door 9'0"x 6'8" +55/-55 3.0 psi" Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites No Ntaximum Panel Size:3'0"x 6'8"/Sidelite:310"x 6`s"
7.50 f' Anchor Details-DWG-MA-FL021 1-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2934-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXXO O/S Opaque Door 12'4"x 6'8" 4.55/-55 3.0 psP Door-Yes NM, ,210-2930-1
Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6`9"
750 MC Anchor Details-DW&NIA-FL0211-17
I-Denotes Bumper Outswing Threshold 2-Denotes Mertes Ontswing Threshold Wil-Davy Ontswing Threshold 4-Pro T4 Threshold 5-HP UutssFtng Threshold
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
t:
NAMI.AUTHORIZED SIGNATURE:
Roberto Lomas P.E.
1432 woodlord Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report* 514010
434-588.0609 Date: 05/01/2017
rllomas(o)Iriomaspe.com
Test Repoli: N/A
Product: Single door 3'x 6'8"(Wood Frame)
Scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to
the product described herein.These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/S w/aut 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: Fib= 80,000 psi
Side member:Douglas Fir-Larch(6=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: Fu= 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
Mode I,,, Mode I, Mode rI Made III,,, Made III, Mode IV
qm= 636.5 lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 8: 0.57 B: 0.5 8: 0.000
KD= 2.400 KD= 2.400 C. -427.67 C: -253.62 C: -267.7 C: -93.6
Zn= 302 lbs Z,= 368 lbs P= 331 lbs M5= 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 Ko= 2.400 KD= 2.400
Duration Factor. CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(=b): Z'= 175 Ibs/onehor
solid aumibe s w/,&is/out gap.
a.with threads present in shear plane
Fastener type.#10 wood screw (NDS 2012,MU2)
` Nominal diameter. D: 0.190 in bap 9: 0.D00 in
Root diameter. Dr. 0.152 in Moment arm: 0.DO00 in
Minimum required penetration: p: 1.140 in Screw bending yield strength:. Fib= So=psi
Side member.Douglas Fr-Larch(&---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: Fa„= 61,850 psi
Side member dowel bearing length: 1,= 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= 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 8: 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
KD: 2.400 P= 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z. 953 lbs Ka= 2.400 Ko= 2.400 Ko= 2,400
Duration Factor: CD= 1.6 Z. 886 lbs Z. 175 lbs Zs 163 lbs
Allowable Design Value(ZCD): Z'= 262 lbs/anchor
Fastener type: 1/4"ITW Topcon N.O.A.16.1222416
Substrate:Hallow 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• '�O
Spacing: 2.00 in Tabulated shear design value: Z= 164 lbs ��� �� • •C• • •
Actual spacing: 3.00 in Reduction factor. 0.91 �® • C G ,sea•7 �I
Allowable Design Value(Zf,UJ: Z"= 155 lbs/anchor �• V` �i •� e.
Minimum anchor capacity: 155 lbs/onchor _� : 0 .
C _
Note:Anchors with the least capacity Is used for ca/culadons to quaW anchors with higher capachy. �'0 a ; 4
hyo , TA7 OF w
Anchor calculations,minimum required anchors ^• Q` • ,$(�,v
36.38 Design pressure: 85.0 psf '��`► �+C�OR�d . ��"��
Area Lead Ind. Max. Anchor /l ONAL
a' Zane (ftz) (lbs) (in) O.C. Cap. Qty
Load Result ��
�% 79.25 (in) (lbs) (lbs)
Al 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
AZ 7.7 656 6.00 18.00 155 5 131 OK
FL No.:62514
1 of 2 5/2/2017
arta Lomas A E.
i432 Wboftrd Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report ft. 514010
434-688.0609 Date:05/01/2017
d1ornas(alComsme corn
Anchor Locations:
-36.38
-18.19 5.00_Typ.
e.00 7yp.-
T-
13.45
MAX.O.C.
70.25
6.00
InsWilagon insftcdons.
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/161,TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A I 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2"
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=0A2
B.CONCRETE: COSTRENGTH OF 2,000 PI.
C.MASONRY:HOLLOWMINIMUM/FILLEDMPRESSIVE BLOCK PER ASTM C90 WITH Fm=S1,900 PSI MINIMUM. N
D.METAL STRUCTURE:STEEL 18GA(,048")FYm33KSI/FU=52KSI OR ALUMINUM 6063-T6
q •I
FU=30KSI.052"THICK MINIMUM a"
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THEA0
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
.. TAT OF
/fill go
Luis R. Lomas P.E.
2 of 2 FL No.:62514
5/2/2017
'PERFORMANCE TABLES
7!*Cnnl
ULTIMATE TENSION AND SHEAR VALUES (LBSIKN) IN CONCRETE
•ss - see - • _ s•• ••• - _
ANCHOR MIN.DEPTH OF
DIA EMBEDMENT TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR
tn,tmm) In(mm) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.CkN) Lbs.(kN) Lbs.(kN)
3/16(4.8) 1(25.4) 600(2.7) 720(3.2) 625(2.8) 720(3.2) 650(2.9) 720(3.2) 800(3.6) 860(3.8)
1-1/4(31.8) 845(3.7) 720(3.2) 858(3.8) 724(3.2) 870(3.9) j 720(3.2) 1,010(4.5) 860(3.8)
1-1/2(383) 1.0=30(4.8) 860(3,S) 1.090(4.8) 860(3.8) 1,090(4.8) 860(3,S) 1,220(4.8) 860(3.8)
1-3/4(44.5) 1,450(6.5) 870(3.9) 1455(6.5) 870(3.9) 1,460(6.5) 990(4,4) 1,730(7.7) 990(4.4)
1/4(6.4) 1(25,4) 750(3.3) 900(4.0) 775(3.4) 900(4.0) 800(3.6) 1,360(6-1) 950(4.2) 1,440(6.4)
1-1/4(31.8) 1,050(4.7) 900(4.0) 1,160(5.2) 900(4.0) 1,270(5.6) 1,360(63) 1.515(6.7) 1,440(6.4)
1-1/2(383) 1,380(6.1) 1,200(5.3) 1,600(Z2) 1,200(5.3) 1,820(8.1) 1,380(6.1) 2,170(9.7) 1,670(7.4)
1-3/4(44.5) 2,020(9.0) 1,670(7.4) 2,200(9.8) .1,670(7.4) r 2,3T000.6) 1.670(Z4) 2,770(12.3) 1,674(7.4)
Safe working loads for single installation under static loading should not exceed 25%of the ultimate load capacity.
ULTIMATE TENSION AND SHEAR VALUES (LBS/KN) IN HOLLOW BLOCK
MEDIUM WEIGHT BLOCK
LIGHTWEIGHT BLOCK
ANCHOR ANCHOR
DIA EMBEDMENT TENSION SHEAR TENSION SHEAR
In,(mm) ln,(mm) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN)
3116(4,S) 1(25.4) 2200.0) 400(l.8) 340(l.5) 730(3.2)
114(6A) 1(2&4) 2500.1) 620(l.8) 500(2.2) 1,000(4.4)
Safe working loads for single installation under static loading should not exceed 25%of the ultimate load capacity.
NOTE:3/16'Tapcon requires 5/32"bit,1/4"Topcon requires 3/16"bit.
ALLOWABLE EDGE AND SPACING DISTANCES
NORMAL •NCRETE CONCRETE MASONRY
•PARAMETER ANCHOR
DIA FULL CAPACITY REDUCED LOAD FULL CAPACITY REDUCED LOAD
in.(mmy (Critical Distance CAPACITY REDUCTION (Critical Distance CAPACITY REDUCTION
Inches) (Minimal FACTOR Inches) (Minimal FACTOR
Distnee inches) Distance Inches)
Spacing Between 3/16 3 1-1/2 0.73 3 1-1/2 1.00
Anchors-Tension 1/4 4 2 0.66 4 2 0.84
Spacing Between 3/16 3 1-1/2 0.83 3 1-1/2 140
Anchors-Shear 1/4 4 2 0,82 4 2 0,81
Edge Distance- 3/16 1-7/8 1 0.83 3 2 0.91
Tension 1/4 2-1/2 11/4 0.82 4 2 0.81
Edge Distance- 3/16 2-1/4 1-1/8 0.70 3 2 0.93
Shear 1/4 3 1.1/2 049 4 2 0.80
For 51;1 inch 25,4 into
7. The uniform load distribution on each member shall be calculated in accordance to
Section 2, Engineering Design Rules, of the AAMA 103.3 Procedural Guide.
8. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 201,
TAS 202 and TAS 203 or ASTM E 1886 and ASTM E 1996.
1714. S,tkferior_'do'or'assemblies. Exterior door assemblies not covered by Section 1714.5.2
or Section 1714.5.3.1 shall be tested for structural integrity in accordance with ASTM E 330
Procedure A,at a load of 1.5 times the required design pressure load. The load shall be sustained
for 10 seconds with no permanent deformation of any main frame or panel member in excess of
0.4 percent of its span after the load is removed. High-velocity hurricane zones shall comply
with TAS 202.After each specified loading,there shall be no glass breakage,permanent damage
to fasteners,hardware parts,or any other damage which causes the door to be inoperable.
The minimum test sizes and minimum design pressures shall be as indicated in Table 1714.5.3.
The unit size tested shall qualify all units smaller in width and/or height of the same operation
type and be limited to cases where frame,panels and structural members maintain the same
profile as tested.
TABLE 1714.5.3 MINIMUM TEST SIZES,INCLUDING FRAMING
MINIMUM
PERFORMANCE
PERFORMANCE WIDTH X WIDTH X GRADE(DESIGN
CLASS' HEIGHT(mm) HEIGHT(IN.) PRESSURE)
Residential(R) 900 x 2000 (36 x 79) 720 Pa
1 (15 Esf)
Light 1200 Pa
Commercial 900 x 2100 (36 x 83) (25 psf)
(LC)
Commercial 1000 x 2100 (40 x 83) 1440 Pa
(C) (25 psf)
Heavy 1920 Pa
Commercial 1200 x 2400 (48 x 95) (40 psf
(HC)
Architectural 1200 x2400 (48 x 95) 1920 Pa
_(AW) (40 psf)
1.Performance Class and Performance Grade per ANSI/AAMA/NWWDA 101/l.S.2.
1714.5.3.1 Sectional garage doors and rolling doors shall be tested for determination of structural
performance under uniform static air pressure difference in accordance with ANSI/DASMA 108,
ASTM E 330 Procedure A, or TAS 202. For products tested in accordance with ASTM E 330,
testing shall include a load of 1.5 times the required design pressure load sustained for 10
seconds, and acceptance criteria shall be in accordance with ANSI/DASMA 108 (HVHZ shall
comply with TAS 202).