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Product Approval Menu > Product or Application Search > Application List > Application Detail
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
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
• Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Masonite International
1955 Powis Road
West Chicago, IL 60185
(800) 663-3667
sschrelber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
Method 1 Option A FILE Copy
Date Submitted
Date Validated
Date Pending FBC Approval
04/16/2018
04/18/2018
7
8/27/2020 Florida Building Code Online
Date Approved 04/24/2018
Summary of Products
I
FL # I Model, Number or Name Description
22513.1 I HPC Wood -edge Steel Side -Hinged 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o
Door Unit I Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Evaluated for use in locations adhering to the Florida
Building Code, including the High Velocity Hurricane Zone, and
where pressure requirements do not exceed the design
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
resistance Is required, hurricane protective system is required.
Door top rails stamped "HPC". See DWG-MA-FL0212 for details.
Certification Agency Certificate
FL22513 R2 C CAC NI013747 01-R1 pdf
Quality Assurance Contract Expiration Date
06/30/2021
Installation Instructions
FL22513 R2 II FL0212.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22513 R2 AE 514008.pdf
Created by Independent Third Party: Yes
22513.2
Wood -edge Steel Side -Hinged Door
Unit
8'-0" Opaque I/S or O/S Single Door Unit
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
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
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 R2 AE 514009.pdf
required. See DWG-MA-FLO215 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.pdf
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 II FL0215.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:
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.
22513.4
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 R2 C CAC NI013747.04.pdf
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.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:
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
Unit
w/o Sidelites
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC NI013747 06 pdf
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 R2 II FL0217.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:
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.pdf
See DWG-MA-FLO217 for details.
Created by Independent Third Party: Yes
2513.E I Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S or O/S Single Door
8/27/2020
Florida Building Code Online
Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22513 R2 C CAC NI013747-Ri pdf
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 R2 II FL0211 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:
pressures listed. 3'-0" x 6'-8" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system not
FL22513 R2 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 R2 C CAC NI013747-R1 pdf
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 FL0211 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:
pressures listed. 12'-0" x 6'-8" max nominal size. When impact
Evaluation Reports
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
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-R1 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 R2 II FL0214.12df
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 6'-8" max nominal size. When impact
Evaluation Reports
resistance is required, hurricane protective system is required.
FL22513 R2 AE 514008.pdf
See DWG-MA-FLO214 for details.
Created by Independent Third Party: Yes
Back N.1
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cgpyright 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:
® erhEc
in
'-G(0.'djt Card
SeCt1I- i tY.lt1TRICS'
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC27023
434-688-0609
Manufacturer: Masonite
Report #: 514008
Date: 05/01 /2017
rllomas @ Idomasoe.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:
With threads present in shear plane
Fastener type: #10 wood screw
(ND5 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 (G=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:
Fv = 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:
Im =
1.140 in
Mode Im
qm = 636.5 lbs/in
P = 725.61 lbs
Ka = 2.400
4= 302lbs
Mode I.
qs = 884 lbs/in
P = 884 lbs
Ka = 2.400
Z,= 368lbs
Min. Design value: Z= 110 lbs
Mode II
Mode III,
Mode III,
Mode IV
A: 0.00096
A: 0.00107
A: 0.0014
B: 0.57
B: 0.5
B: 0.000
C:-253.62
C: -267.7
C: -93.6
Ms = 46.8 in-lbs
Mm = 46.8 in-lbs
P = 297 lbs
P = 319 lbs
P = 263 lbs
Ka = 2.400 Ka = 2.400 Ka = 2.400
Duration Factor: Ca = 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value (ZQ: Z'= 175 lbs/anchor
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
A: 0.0007
B: 1.07
C:-427.67
P = 331 lbs
Ka = 2.400
Z= 138 lbs
Fastener type: #10 wood screw
(ND5 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:
Fv = 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:
Im =
1.140 in
Mode I.
qm = 11752 lbs/in
P= 13397lbs
Ka = 2.400
Z.= 5582lbs
Mode I,
qs = 884 lbs/in
P= 884 lbs
Ka = 2.400
Z.= 368Ibs
Min. Design value: Z= 163 lbs
Mode II
A: 0.0003
B: 1.07
C:-4038.9
P = 2287 lbs
Ka = 2.400
Z= 953lbs
Mode III
A: 0.00059
B: 0.57
C:-3864.9
Ms = 46.8 in-lbs
P= 2126 lbs
K� = 2.400
Mode III,
A: 0.00033
B: 0.5
C: -267.7
Mm = 46.8 in-lbs
P= 420lbs
Ko = 2.400
Mode IV
A: 0.0006
B: 0.000
C: -93.6
P= 392 lbs
Ka = 2 400
Duration Factor: Ca = 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
Actual spacing: 3.00 in
Tabulated shear design value: Z =
164 lbs
\ ■ • V
■
�` �`
Allowable
Reduction factor:
0.91
C E -^
�� e�� %9 ! do
Design Value f N)'
9 CZ � Z"=
155 lbs/anchor
Minimum anchor capacity:
155 lbs/anchor
_
y • -
7� 0 • #
Note: Anchors with the least capacity is used for calculations
to qualify anchors with higher capacity.
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TAT OF ,•
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\
lissIVNAt
///// if I l0��
1 of 3
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC27023
Manufacturer: Masonite
Report #: 514008
434-688-0609 Date: 05/01/2017
rilomas@Irlomaspe.com
Anchor calculations. minimum required anchors
36.38
36.38
A7 Al
AzY
YAz179.25
Al
Al
72.75
37.50 36.38 36.38 37.50
�11'
YYY�
A
A
Al
147.75
Anchor Locations:
79.25
Design pressure: 60.0 osf
Zone
Area
2
(ft)
Load
(Ibs)
Ind.
(in)(In)
Max.
O.C.
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
AI
2.3
138
N/A
N/A
155
1
138
1 OK
A2
7.7
463
6.00
21.00
155
5
93 1
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
Design pressure: 60.0 psf
Zone
Area
2
(ff)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
AI
2.4
146
N/A
N/A
155
1
146
OK
A2
7.9
473
6.00
21.00
155
5
95Ifl
A3
7.8
468
N/A
N/A
155
4
117A4
2.3
138
N/A
N/A
155
1
138A5
7.7
463
N/A
N/A
155
3
154
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TYP.
j
6.00
13.45
MAX. O.C.
79.25
6.00
Luis R. Lomas P.E.
FL No.: 62514
2 of 3 5/2/2017
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC27023
434-688-0609
Manufacturer: Masonite
Report #: 514008
Date: 05/01 /2017
rilomas@lrlomasr)e.com
Double door with sidelites
6.00 TP.
37.50
18.75 T R
6.0.0 NP.
3.00 TP.
36.38
18.19TP.
36.38
37.50
6.00
1345
MAX O.C.
125
5.00
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 410 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:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
\' ` lb P, I l.L/�,�/��i fi
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cp
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3of3
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
r)ll MASONITE
WOOD -EDGE STEEL DOOR UNIT
6 =6" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELFFES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
L. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
i. PLASTICS TESTING:
TCM 11CCnoiannr.i nrnni
SELF IGNITION TEMP
ASTM D1929
842 -F > 650 -F
RATE OF BURNING
ASTM D635
1.28 IN MIN
SMOKE DENSITY
ASTM D2843
70.27.
TENSILE STRENGTH- 1.
ASTM D638
1.8% DIFF
UUMNANATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
o�
SINGLE DOOR UNIT
149' MAX. OVERALL FRAME WIDTH 0- 00
O
21" MAX 36.375" MAX. U
— D.L.O. — PANEL WIDTH 37.5" MAX.
W/ASTRAGAL FRAME WIDTH 0 J
cc
® ® ® ® U
Lu LOU =
2
a
Lo
MIMI
Ad
DOUBLE DOOR UNIT W/SIDEL(TES �I o
DOUBLE DOOR UMT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELITFS
WITH SIDEL[TE WITH SIDELI7E
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-SERIES 0 S I HIGH DAM 0 S
4
LIMP
OX
37.5
74
+70.0
-70.0
+70.0
-70.0
N A
0.0
-20.0 +-50.0 +50.0 -0
300. +500
0S.0XX
-.5.
XO
75
+55.0
-55.0
+55.0
-55.0
N A
0.0
-20.0 .+.-300 0.0
0..
N
or
+55.0
550-55.
+55.0-55.0
N A
F+20.u
-0 50.0-55.0
..
-.
N A
N A11
OXO
.
-20.0OX
.
N AOXXO
149
+55.0
0
+55.0
-550
.
0
.
N A
OF CONTENTS
DESCRIPTION
AddelduntoHll�!
RBYielredBY -
l>ffie r
,. ;e & ScALEN.T.S.
7 owO. BY: SWS
CHK. ft
KURT BALTHAZOR owAwwc No.:
FLORIDA P.E. DWG-MA-FLO211-1
f56533
SHEET I OF 3
S
SEE DETA
.c.
3'
'f'
#8 x 2" #10 x 5/8"
#8 x 2" #10 x 518"
#10 x 1"
#10 x 2-1/2"
#10 x 1"
#10 x 5/8"
ETAIL '.'D" DETAIL "C"
W
U
a SEE
J
0
w
IK
0
2
.41
jf6 X Z"
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1
1
175"mA;Qr--3�
0.9621
1.437'P�=p
T
T
T
INSWING THRESHOLD
BUMPER O/S THRESHOLD
T4 OZS THRESHOLD
i
182'ff��7m
1
1.75" aDil1.047"
1
1.437"T
e
TT
ERIES 0/S THRESHOLD
HIGH DAM O/S THRESHOLD
HP O/S THRESHOLD
I.I N
v
EE DETAIL
i
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGA
HOT MELT
EUSTOMER---,.,
#6 X 1-1/2' PHS
L
HOT MELT n'•,�y y 1/2' BITE
ELASTOMER '!•y,� .
FxIE61QS ^ ' 1NTEEBIQE
TYPICAL GLAZING DETAIL
NON -IMPACT GLASS
AftAmloWU
mt,
.
Dft*
I
R
e
oWM BY. SWS
CHK. BY.
.0211-17
OF 3
SEE DETAIL
"C" SHT. 2
FTACHMENT DETAIL
ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
J— 3'
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1,25'
MIN •. t 0..25"
SHIM
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TYPICAL MASONRY
ANCHOR INSTALLATION
THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
HARDWARE SCHEDUL
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1"X1/2" CORRUGATED #10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
AND 7" OC AND 12" OC
ALAT&
CAULK
ALA& I
CAULK I I CL
•; COMBINATION WOOD COMBINATION WOOD
1MIN"� MULLION (BOXED) MULLION (BOXED)
MAX" (3)) J�10X2-1/2"
SHIM WO D SCREWS
CL -II EACH END
I _
TYPICAL WOOD BUCK
ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
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DATE. 5 26/1 i
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