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Product Approval
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Product Approval Menu>Application Detail RECEIVED
FL# FL22513-R1
Application Type Affirmation DEC o.� 2019
Code Version _2017
Application Status Approved ST, Lucie County., Permitting
Comments
Archived, ❑
LEProduct Manufacturer. Masonite Int atiolI
Address/Phone/Email 1955 Powis Road Fy
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 Exterio`oor-A
Subcategory SVinging-ERterror 600c 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
®I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes 0 No 0 N/A
Product Approval Method Method 1 Option A
Date Submitted 11/21/2017
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QE0w...- 12/4/2019
Florida Building Code Online Page 2 of 3
F
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Date Revised 04/16/2018
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 I Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R1 C CAC NI013747.01.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 Florida FL22513 RI II FL0212.pdf
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 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513 RI AE 514008.Ddf
required. Door top rails stamped"HPC".See DWG-MA-FL0212 Created by Independent Third Party:Yes
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 R1 C CAC NI013747.04.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 Florida FL22513 R1 II FL0215.pdf
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.3'-0"x 8'-0"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22513 R1 AE 514009.odf
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 R1 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 Florida FL22513 R1 II FL0215.odf
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 RI AE 514007.Ddf
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
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 R1 C CAC NI013747.04.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 Florida FL22513 R1 II FL0215.Ddf
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 R1 AE 514007.Ddf
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
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 R1 C CAC NI013747.06.Ddf
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 Florida FL22513 R1 II FL0217.pdf
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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOw... 12/4/2019
Florida Building Code Online Page 3 of 3
impact resistance is required,hurricane protective system is FL22513 R1 AE 514007.pdf
required.See.DWG-MA-FL0217 for details. Created by Independent Third Party:Yes
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 R1 C CAC NI013747.odf
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 Florida FL22513 R1 II FL0211.pdf
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.3'-0"x 6'-8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not FL22513 R1 AE 514010.pdf
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 R1 C CAC NI013747.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 Florida FL22513 R1 II FL0211.pdf
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 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system not FL22513 R1 AE 514008.pdf
required on opaque panels,but is required on glazed Created by Independent Third Party:Yes
sidelites.See DWG-MA-FLO211 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 R1 C CAC NI013747.03.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 Florida FL22513 RS II FL0214.pdf
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 6'-8"max nominal size.When Evaluation Reports
impact resistance is required,hurricane protective system is FL22513 RI AE 514008.pdf
required.See DWG-MA-FL0214 for details. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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:
Fa M IN
1" dit care,
I Safe��
https:Hfforidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QE0w... 12/4/2019
NOTICE OF PRODUCT CERTIFICATION
CERTlF a
{, Q �LAcc
$gorO,�a y Company: Masonite International Corporation Certification No.: NI013747-RI
1955 Powis Road Certification Date: 06/08/2017
West Chicago,IL 60185 Expiration Date: 06/30/2021
N ' Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
� `��c►Pwa°��-1
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 within
NAMI's Certified Product Listin at www.Na>inicertificatioii.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 Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf Yes ATLNC 1001.01-13/W-1857
Single 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50 sf3.4•s
Anchor Details-DWG-MA-FL0211-17
XX I/S Opaque 6'09'X 6'8" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psf Yes NCTL-210-2930-1
Double 4.5 psf' Maximum Panel Size:3'0"x 6'8"
7.50psf' AnchorDelails-DWG-MA-FL0211-17
XO/OX I/S Opaque Door 6'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" +55/755 3.0 psf Door-Yes NCTL-210-2930-t
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50psf' AnchorDelails-DWG-MA-FL0211-17
OXO I/S Opaque Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-FL0211-17
OXO O/S Opaque Door 910"x 6'8" +55/-55 3.0 psf Door-Yes NCTL-210-2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
7.50 sf' Anchor Details-DWG-MA-FL0211-17
OXXO I/S Opaque Door 12'4"x 6'8" +55/-55 0 psf Door-Yes NCTL-210-2930-1
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" +55/-55 3.0 psf Door-Yes NCTL-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 6'8"
7.50psf' Anchor Details-DWG-MA-FL0211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outswing Threshold 3-Hi-Dam Outswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
����
cx: L0
1111 MASONITE 149'MAX. OVERALL FRAME WIDTH O. 6
WOOD-EDGE STEEL DOOR UNIT 21" MAX
36.375" MAX. U
D.L.O.- PANEL WIDTH- 37.5" MAX. -'I p
0
6=8"DOUBLE DOOR WITH/WITHOUT SIDELITES �
IW/ASTRAGAL I FRAME WIDTH J ,
GENERAL NOT
O
W c) y
1. EVALUATED FOR USE IN ODE,ANNS ADHERING S r
THE FLORIDA BUILDING CODE'AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM x
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. C U`)U e
2."HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON N O p1
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. -
3. WHEN,INSTALLED IN THE WIND-BORNE DEBRIS REGION, LLJ
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), g x
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED i,,, M c
ON PANELS WITH NON-IMPACT GLASS. w
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _
5. PLASTICS TESTING: ➢
'TEST DESCRIPTION DESIGNATION .LITE FRAME _ o
SELFAGNITION TEMP ASTM D1929 I 842,'F.> 650.'F-. $ y
RATE.OF BURNING. .ASTM D635 1.28 IN IN oa m
R6
SMOKE DENSffY.
I..ASTM..D2843 70.2% m S'+ �I
TENSILE STRENGTH- ASTM D638 1.8% DIFF _ =Gi 52 ,
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - S` o �
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT VlAiDELITES o
13 13 ' 13 ® M 13 U [3 13 - 13*E3 1313 1311 13 Ll
.00 0 0 01 0 00 00 00
Ld
of
Lu c�
.. O GJ 1
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WIDELI7 S DOUBLE DOOR UNIT W/SIDELITE�
WITH SIDELTTE WITH SIDELITE oo'
p
- WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERI S O S HIGH DAM 0 S T4 0 S HP BUMP 0 S E
X 37.5 +70.0 --70.0 +70.0
1 -700 N A +20.
-2 '--30 .0 -50.00 +50.0 -50.0 +50.0 A
-50.0
XX 0 30 +
5 0 0 00 +30.0 .050 N
5 +55.0 -5 -55 -20.0 0.0 -500+ .
OX or XO 7 ¢Z
.
0X0 112.5. +55.0 -55.0 +55.0 -55 +20.0 -20.0 +30.0 -30.0 t50.0 -50.0 N N A
9 +55.0 -55.0 +55.0 -55.0 N/A
i;
120.0 -20.0 +30.0 -30.0 +50.0 -50.0 N A N A DAZE. 5 26/7 7 d
scuE N.T.S. {
DwD.Br: SWS t
TABLE OF CONTENTS i
cwH.BY:
SHEET DESCRIPTION ;I?=• KURT BALTHAZOR DRAWINS NO.:
1 TYPICAL ELEVATIONS & GENERAL NOTES NBtiBlledBy. FLORIDA P.E. 1
2 ANCHORING LOCATIONS & DETAILS I DWG=MA-FL0211-17 3
3 JANCHORING LOCATIONS & DETAILS #55533
SHEET 1 OF 3
Do
6" SEE DETAIL 3" 6" COO
3" 'E" 3" 2 0 J
�- 3" 3" C 3" 3' I_ O
l 11 II I I f 0
o
rz
6" 6" 6 f cr W C)U
� 3•_._.I is in o � ��_
a
SEE DETAIL Q W
— g
SEE DETAILo o SEE DETAIL t
w - _ V, I
11 I rr I Iin
I 3" I I _
3" 3 3" 3. 3. f 3� 6"- k s• a
0.
8" SEE DETAIL6' #8 X 2" �}
F' ASTRAGAL RETAINER BOLT HOLE !Q—
MUST BE DRILLED THROUGH Ln
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o
STRUCTURE DEEP ENOUGH x
rn
#10 x 5/8" FOR A 1.375" THROW w
#8 x 2" #10 x i" w In
DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL z
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT o {}
#10 x 1" STRIKE PLATE TO FRAME o
#10 x 5/8" AS SHOWN. $
DETAIL "C"
DETAIL "D" co
l 0.962" NOT MELT a
1,437" OASTOMER��
1.375 T� r-�A T ff!�m ,!6 x 1-1/2•pHs
INSWING THRESHOLD BUMPER 0/S/S`THRESHOLD T4 OTS THRESHOLD / "+ '� ¢z
NOT MELT/ ^;}may 1/2'BITE I
ELASTOMER •'..
I �- 1 y, i.'• Rakww.
No.:. DATE: 5/26/17
OBS. /0n24 scA1E N.T.S.
1.482" 1.75"2�j 1.047" tINTERID
.437" $ $DETAIL DWG.BY: SWS
T TYPICAL DETAIL
T T NON—IMPACT GLASS CNN.BY:D(L191NO NO.: $
Z—SERIES 0/S THRESHOLD HIGH DAM DAM O/S THRESHOLD THRESHOLD HP O/S THRESHOLD DWG-MA-FW211-17
SHEET_L OFL
SEE DETAIL 3• 6" 6' � D
'E' SHT. 2
3" 6" 3" 3" 3" 3" O Q CO
J Q
6.
I I II a 1 II I . O�
s" 4 �O
r n
N W Q Q
M w v o � QU
w w
Qa SEE DETAIL ¢ FW- Lo U
} "D" SHT. 2 — — ai Z �
J
0 "W
SEE DETAIL ccs
"C" SHT. 2
n w B
= O c
A n A g G H 6 t
c G
rl II 11 II I �� sc��
SEE DETAIL6
6. . o
j 50 �d
F" SHT. 2 6._ f" oI b
HARDWARE S H DU Fcn
a 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. i?
ATTACHMENT DETAIL 1.25o s. 2. 4" X 4" FULL MORTISE BUTT HINGES. i
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —Max 1"X1/2" CORRUGATED #19X2" WOOD SCREW w
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END 6' FROM EACH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC AND 12' OC o
FASTENER RATING FROM THE DIFFERENT FASTENERS DL—I �--' ,.; I w — 4
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ALATEiXCAUK < '
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY Ac{�TyLIC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION AULLEX
K CL w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". f I
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" o MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —9.25" 13Wo) 1/
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE HiM D SCREWS" <z
MINIMUM EMBEDMENT OF 1-1/4 I EACH END AddendunmNAM
CL �` C�Gf OnNa!fig DAT 5126117
��
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ® Reria11ed9�:: 13pt/y SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. Da GWG.BY. SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ® CK BY.,
ANCHOR INSTALLATION DRAWING NO,
INTEGRAL WOOD DWG—MA—FLO211-17
MULLION (CHS)
sn�r 3 Gr 3
L. Roberto Lomas P.E.
1432 woodlord Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas(o)Irlomaspe.com
Test Report: N/A
Product: Single door Tx 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/b 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 Fr-Larch(6=0.50) Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: ts= 1.000 in Main member thickness: t,= 1.500 in
Side member dowel bearing strength: Fu= 4,650 psi Main member dowel bearing strength: Fs,= 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: 0.0014
P= 725.61 lbs P= 884 lbs B: 1.07 B: 0.57 B: 0.5 8: 0.000
KD= 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 Ka= 2.400 KD= 2.400 Ko= 2.400
Duration Factor: CD= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value CLCD): Z'= 175 lbs/anchor
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: 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: Fs= 4,650 psi Main member dowel bearing strength: Fs,= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I,= 1.140 in
Mode I, Mode Is 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 B: 0.000
KD= 2.400 Ko= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Zm= 5582 lbs Zs 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 KD= 2.400 KD= 2.400 KD= 2.400
Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value(ZCo): Z'= 262 lbs/anchor
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 ,� ``.7 . ■ • .V A� //
Actual spacing: 3.00 in Reduction factor: 0.91 ` s�•S ,ti
Allowable Design Value(Zf,,N): Z.. 155 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor _�*: 0�5�
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
y�o , TAT OF ;cc,�
Anchor calculations,minimum required anchors • Q` •
36.38 Design pressure: 85.0 psf
-- � . . .
Area Load Ind. Max. Anchor // tS70'1IM11
(ft)
Al i Zone z (lbs) (in) O.C. Cap. Load Result /0/11111110
/ 1\\
A2YA2 79.25 (in) (Ibs) Qty (lbs) /'1 (�``,
Al. 2.3 195 N/A N/A 155 2 98 OK Luis R. Lomas P.E.
Al A2 7.7 656 6.00 18.00 155 5 131 OK
- FL No.: 62514
1 of 2 5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#. 514010
434-688-0609 Date: 05/01/2017
rllomas()1dOnlaspe.corn
Anchor Locations:
36.38
78.79
6.00 TYP. 6.00 TYR
6.00
T--
13.45
MAX.O.C.
79.25
5.00
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:
MINIMUM
B.CONCRETE:MCOMPRESSIVESPECIFICMINIMUM STRENGTH OF 2,000 PSI. \\�\ACj j
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. �\ J• Ci E ••q i�
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI �• �� s� .
.052"THICK MINIMUM •
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE0 RDA,
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
• TAT OF
O
ma•
l O
)NAL`E���``
Luis R. Lomas P.E.
FL No.: 62514
2 of 2 5/2/2017