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Florida Building Code Online
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Product Approval
F, USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22513-R2
Application Type Revision
it't •] Code Version 2017
Application Status Approved
,i
s *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
i+ t - the POC and/or the Commission if necessary.
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Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
"i (800) 663-3667
]i
sschreiber@masonite.com
` Authorized Signature Steve Schreiber
I>' ; sschreiber@masonite.com
3
Technical Representative
Address/Phone/Email
je k( J
i, •
i 1 t;Sx Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
=3 s' Subcategory Swinging Exterior Door Assemblies
t: Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
1`..�
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{ Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Equivalence of Product Standards ,
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Certified By
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Product Approv al Method Method 1 Option A
http:ihvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=:%vGEVXQwtDgtdytNblepz46QE0wOhYDnH.i%2f4Re95AGs%2fx%2fSZXm2lgg%3d%3d[9/19/2018 8:49:42 AM]
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i
Florida Building Code Online
,t Date Submitted 04/16/2018
!" €" Date Validated 04/18/2018
Date Pending FBC'Approval
iP Date Approved 04/24/2018
.. w. -n- ._.._- _
Summary of Products
Fl# "'Model, N tt�.
? umber or Name Description
J
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
f ,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.01-Rl.pdf
•, f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant: No 06/30/2021
Design Pressure: +50/-50 Installation Instructions �
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0212.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
SI} 41' pressures listed. 12'-0"x 6-8" max nominal size. When impact Evaluation Reports „
tk resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.pdf
Door top rails stamped "HPC". See DWG-MA-FL0212 for details. Created by Independent Third Party: Yes
t 22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
p5; €, Unit
k'Pt fT �-..
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.odf
;€ 13 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30%2021
1.
Design Pressure: +70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management-Institute
#i � : aa,t` s 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
It resistance is required, hurricane protective system not FL22513 R2 AE 514009.pdf
4 + 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 R2 C CAC NI013747.04.1df
f 11 :1, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
r "H - Design Pressure: +45/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.12df
I
nt Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Managementl'Institute
}€, ° where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf
on opaque anels, but is required on lazed sidelites. See Created b Independent Third Part Yes
P q 9 Y P Y�
q € „"�' DWG-MA-FL0215 for details.
{ 22513.4Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/ Sidelites
Unit I�
€?
t, Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CAC NI013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date [+
Impact Resistant:Yes 06/30/2021 jJ
€� Design Pressure: +50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0215.odf
Building Code, including the High Velocity Hurricane Zone,and, Verified By: National Accreditation&ManagementlInstitute
It where pressure requirements do not exceed the design Created by Independent Third Party:
€ ' pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports
} resistance is required, hurricane protective system not required FL22513 R2 AE 514007.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
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
9 9 / / / 9 /
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for
use in HVHZ:Yes FL22513 R2 C CAC NI013747.06,pdf
litip:i,'ww,%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOliYDnH3%2f4ffe95AGs%2fx%2fSZXm2lgg%3d%3d[9/19/2018 8:49:42 AMI
� II
Florida Building Code Online
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
i• Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0217.pdf
I k Building Code,
including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure(requirements do not exceed the design Created by Independent Third Party:
((( pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514007.[�df
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 R2 C CAG NI013747-R11,2df
Approved for use outside HVHZ:Yes ' / Quality Assurance Contract Expiration Date
Impact Resistant:Yes VVV 06/30/2021
Design Pressure: +70/-70 Installation Instructions
` Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0211.pdf
s Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management;Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. T-0"x 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system not FL22513 R2 AE 514010.2d�
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 R2 C GAC NI013747-R1 2ddf
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 R2 II F 0 1 .1df
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
x pressures listed. 12'-0"x 6'-8" max nominal size. When impact Evaluation Reports
j resistance is required, hurricane protective system not required FL22513 R2 AE 514008.pdf
on opaque panels, but is required on glazed sidelites. See Created by Independent Third Party: Yes
DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 5'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/or
F
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C CACNI013747.03-R .2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
r - Design Pressure: +50/-50 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 II FL0214.pdf ;I
k , f Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
s Iwhere pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8" max nominal size. When impact Evaluation Reports
resistance is required, hurricane protective system is required. FL22513 R2 AE 514008.2df
See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes
I
I
k
r f Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
l:
1 9
The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Befund 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 notlsend 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
p 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.
t:
Product Approval Accepts:
eL`.hsck
4 Credit Card
E Safe
securitymETRICT
I
0
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1 01HCE OF PRODUCT CERT'IFICAT'ION
hOL" o oy� Company: Masonite International Corporation Certification No.: N1013747-111
1955 Powis Road Certification Date: 06/08/2017
r srx West Chicago, IL 60185 Expiration Date: 06/30/2021
Revision Date: 04/13/2018
Product: Wood-Edge Steel Opaque Inswing or Outswin;Door w/N'on-Intpact Rated Sidelites
C ,
i
` RO���"� (w/Wood/Wood Frame unless noted)
EOP
Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: Insulating Glass (Tempered)
The"Notice of Proifiict Certification"is only valid if the NANO 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 7 at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number&
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 310"x 6'8" 4-70/-70 0.0 psf Yes ATLNC 1001.01-13
Sitlgle Nlaximum Panel Size:3'0"x 6'8"
X O/S Opaque 3'0"x 6'8'• +70,'-70 3.0 psi' Yes ATLNC 1001.01-13/W-1857
Single 4.5 psf Nlaxinnun Panel Size:3'0"x 6'8
7.50 psf.,.- Anchor Details-MG-MA-FL0211-17
UIRILILIC 0 X a i 3T- - -
Double ivlaximum Panel Size:3'0"x 6'8"
Anchor Details-DWG-MA-1`1_0211-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 psP Yes NCTL-210-2930-1
Double 4.5 psf Maximum Panel Size:3'0".x 6'8"
7.50 psf'
Anchor Delails-DWG-MA-FL0211-17
XO/OX US Opaque Door 6'0"x 6'8" +551'-55 0 psf Door-Yes NCTL-210-2930-1
— Single Nv,/Sidelite Glazed Sidelite - Sidelite-No Ntaximum Panel Size:3'0"x 6'8"iSidelite:3'W'-x 6'8"
Anchor Dclails-DWG-NIA-FL0211-17
XO/OX O/S Opaque Door 6'0"x 6'8" 1-551-55 3.0 psi' Door-Yes NCTL-210-2930-1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'4"
7.50 psf' Anchor Dclails-DWG-NIA-FI0211-17
OXO I/S Opaque Door 9'0"x 6'8" +-551-55 0 psf Door-Yes NC'TI,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-NIA-171_0211-17
OXO O/S Opaque Door 9'0"x 6'8" +55,j-55. 3.0 psi' Door-Yes NCTL-210-2930-1
Single«;'Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum "Panel Size:3'0"x 6'8"/Sidelite:3'0x 6'4"
7.50 psf" Anchor Details-DWG-MA-1`1_021 1-17
OXXO I/S Opaque Door 12'4"x 6'8" +551-55 0 psf Door-Yes NCTL=10-2930-1
Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x CV/Sidelite:3'0"x 6'8"
Anchor Details-DWG-MA-1`1_0211-17
OXXO O/S Opaque Door 12'4"x 6'8" +55/-55 3.0 psi' Door-Yes NCTL 210-2930-1
Double w/Sidelites Glazed Sidelite4.5 psf- Sidelites-No Nlaxintum Panel Size:3'0"x 6'8"/Sidehic:3'0"x 6'8"
7.50 psC Anchor Del ails-DWG-MA-FL0211-17
1-Denotes Bumper Outsiving Threshold 2-Denotes 7-Series Outsiving Threshold 3-Ili-Dam Outssvinl Threshold 4-11ro'1`4 Threshold 5-1111 Oulsrving Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tcl:-(804)684-5]24/Fax: (804)684-5122 — — —
NAMI AUTHORIZED SIGNATURE:
■3
�1 �q q A� U]
C 1 1 1 MASON�TE. 149°MAX. OVERALL FRAME WIDTH -- O -
O
WOOD-EDGE STEEL DOOR UNIT 2 Max 36.375" M rH �
D
i D.L.O.- PANEL WIDTH- 37.5" MAX. p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH
aO
QENERAL N0DA
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 1W` Q U
---- 'REQUIREMENTS-AS-DETERMINEO-BY-ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, __ _._.Lu U`)
U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. F--
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON N O
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEDTES.
C13 Lf)
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,' LLJ
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), O
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _ x
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON-IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. I,
5. PLASTICS TESTING: ' Q
TEST DESCRIPTION DESIGNATION LITE FRAME zS
SELF IGNITION TEMP ASTM D1929 842 'F > 650
RATE OF BURNING ASTM D635 1,28 IN MIN m
SMOKE DENSITY ASTM D2843
TENSILE STRENGTH- ASTM D638 1 1.87 DIFF d
x COMPARATIVE TENSILE STRENGTH AFTER WEATHERING j $g o
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES
o
a a }}
�CO
® ® 113 ® ri ® ® ® ® ® ® ® ® ® ® ®
DOM
u 0' 00 00 0Lri
00 00 1100
W
Q �
IN DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR LIN ff SINGLE DOOR NIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SfDELTTE yyJTH SfDEL17E m
roa
0
WHERE WATER INFILTRATION PERFORMANCE IS d
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
max WEgidINSWING INSWING BUMPER 0 S Z-SERIES O S HIGH DAM O S T4 0 S HP BUMP 0 S
X 37.5 +70.0 -70.0 +70.0 -70.0 NIA +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0
+55.0 -55.0 - N/A
. . . . +20 +30.0 -30.0 +50.0 -500L N/A <
cs
+20, -20.0 ZOX or XO 75 . . .
N A N A I
. 00X0 112.5 +5 .0 I+55.0 -55.0 N A +20.0 -20.0 +3D -30.0 +50. N/A A
.0 +55.0 -55.0 t
5 677OXXO 0 -30.0
scv.e: N.T.S.
TABLE OF CONTENTS Ad�dmtoNAA P 7 M.eY: SWS -
CHK.6Y:
SHEET {/ DESCRIPTION G,»t fgtlm ND:. htiD 7?�+/? KURT BALTHAZOR �DVIG-MA=F�LOZf1=12
1NG N
1 TYPICAL.ELEVATIONS & GENERAL-NOTES Re+ BY
- -- -F#56533R .E,
2 ANCHORING LOCATIONS & DETAILS � • -- _-- - _ -- - - - - _-- ---- ---- =- -- ------_ - "- _ORING LOCATIONS & DETAILS r1
rI
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C
6"- I- SEE DETAILHT_ 3.
3" "E" �) 3"
d
rz
_ I I 6" I I I I -� ` R �o
I I I I f --1- -I -
s' s" 6' 6'
(C:L)U
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cwi w
N N SDEE DETAIL @Qc co
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o
SEE DETAIL - - w w - - SEE DETAIL
uj
A H M H
55m5QQ��� J
6.
6 cc
IJ L3^ T-
3 3 m od
3"� - - � 6"�'1 I"6. e
L " - -3" d ; 3 3`
"
6" SFE DETAIL 6" #8 x 2" g m
ASTRAGAL RETAINER BOLT HOLE N
MUST BE DRILLED THROUGH cn
#8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE o
6LrSTRUCTURE DEEP ENOUGH - - --
#10 x 5/8" FOR A 1.375" THROW w N
#8 x 2 #10 x 1" DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL z
0
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT �
• #10 x 1" STRIKE PLATE TO FRAME o N
#10 x 5/8" AS SHOWN. a
DETAIL "DDETAIL "C"" m
7w
1 0.962" HOT MEL to p
1 ELASTOME �kGLASS 1.375" 1.437" 1-1/2'PHST T TINSWING THRESHOLD BUMPER OTS THRESHOLD T4 OIS THRESHOLD HOT MELT ELAST ER DATE 5 26 17scAm N.T.S.
1.482" 1.75"E�2 1.047" 1.437" fCAL Dw&B'. SINS
T T T LvON—IARK.
oRawiNc Ho.:
Z-SERIES--0/S=THRESHOLD--HIGH DAM-O/S-THRESHOLD—HP-O/S-THRESHOLD
sHEEr 2 or 3
L0
SEE DETAILg^�J g^
"E•" SHT. 2 3" 3" f 3"
3':
J
I � 5. x � Ct�J '
" N WpQ
M p
W r p
j i a SEE DETAIL
"D" SHT. 2 ua Z
J
J C/3 Cf)
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SEE DETAIL a
"C" SHT. 2 A w — —f w
•_ 4 n W B
M O ul n �� X
A A r G G V4. B
to I I o Q
Ir 1 I I I I I I I I I I coo
3" 3" I o st
SEE DETAIL 6"_ _6" j
.F•. SHT. 2 6" &I ;o
HARDWARE SCHEDULE 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. a
ATTACHMENT DETAIL 1.25" "—� 2. 4" X 4" FULL MORTISE BUTT HINGES. 0-
1
_
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN I —
'` t. `OM AX 1"Xt/2" CORRUGATED #10X2" 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) CL— AND 7" OC AND 12" oc o
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ACRYLIC o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE LATEX
CAULK
#10 WOOD SCREWS OR l 4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACRYLIC
SHIM MUST BE PLACE Al EACH ANCHORANCHOR INSTALLATION LATEX
CL W
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". _ �o
WOOD SCREW EDGE DISTANCE MIN 3/4". I
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA MINIMUM EMBEDMENT OF 1-1/4".NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.25" ' 77/
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
CLs"H'M �woOD SCREWS" ¢Z
� � EACH END AddEndummttAbl I
— I— 1; Ge onNo: NTorsa<3a cw 5 26 77
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �� ' ® Revaaed9j — SCALE: N.T.S.
TRANSFER LOADS TO STRUCTURE. DaR � Dwc.BY: SINS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
TYPICAL WOOD BUCK
_ ANCHOR INSTALLATION ---INTEGRAL--WOOD---
MULLION (CHS)
sMEEr 3 oF' 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rI lomas(d.)l rloma soe.corn
Test Report: N/A
Product: Single door 3' 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/$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 II
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: 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: Fes,= 4,650 psi Main member dowel bearing strength: Fu„= 3,350 psi
Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: I.= 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 B: 0.000
Ko= 2.400 Ko= 2.400 C: -427.67 C: -253.62 C: -267.7
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 Ko= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCo): Z'= 175 lbs/anchor
Solid members w/8 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/clips
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: Fu„= 61,850 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: I.= 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 B: 0.000
Ko= 2.400 Ko= 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6
Zm 5582 lbs Z�= 368 lbs P= 2287 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
K,= 2.400 Pt 2126 lbs P= 420 lbs P= 392 lbs
Min.Design value: Z= 163 lbs Z= 953 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs Z= 163 lbs
Allowable Design Value C -
Fastenertype: 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 \��`�S • . l� �x
Actual spacing: 3.00 in Reduction factor: 0.91 ` ••\C N ••����j
Allowable Design Value(Zf,N): Z"= 155 lbs/anchor = •• ''y • i
Minimum anchor capacity: 155 lbs/anchor117
` • •
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. TAT OF •
Anchor calculations,minimum required anchors % • �•t(/
36.38Design pressure: 85.0 psf pR�p„`''_`�����
Area Load Ind. Max. Anchor ��`/u/ONA�
Zone (ft2) (lbs) (in) O.C. C. QtY Load ResulttJfr'Yf�f1
A2 79.25 (in) (lbs) (lbs)
Al 2.3 195 N/A N/A 155 2 98 OK LUIS R Lomas P.E.
Al AZ 7.7 656 6.00 18.00 155 1 5 131 OK FL No.: 62514
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5/2/2017
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L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010
434-688-0609 Date: 05/01/2017
rllomas(o)Irlomaspe.com
Anchor Locations:
36.38
18.19
6.00 TYP. 6.00 TYP.
Ij
6.00
13.45 j
MAX.O.C.
I
II
79.25
1
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 ,I
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:MISPECIFIC
NIMUM COM RGRAVITY ESOSTRENGTH OF 2,000 PSI. N\��`cj R'• �Q,�/f�////
C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. \\�`• C N
D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI �.• t S • ��
.052"THICK MINIMUM • •.
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE4,- '7T
�DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 04F ;
/ 69
0NAt` ?��`~
Luis RJ Lomas P.E.
FL No.: 62514
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