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Product .Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL22378-R6
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 Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http:'www.floridabuilding.orgprpr..app_dtl.aspx?parain w(ll-A\()wil)gs31Vom9Oo2fK8XPIOX7v28WDo0MX5ini9306VsN'IX.4%XZY6A%3dio3dl2/12/20195:15:24PMI
Year
1994
1994
1994
Florida Building Code Online
v
:;
Date Submitted 01/25/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/04/2019
Summary of Products
FL # Model, Number or Name Description
22378.1 Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-65
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. 3'-0" x 6-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
22378.2 Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
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. 3'-0" x 6'-8" max nominal size. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
6'-8" Opaque I/S Single Door
Certification Agency Certificate
FL22378 R6 C CAC 01007077.07-R2.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514010A.pdf
FL22378 R6 AE 514014A.Ddf
Created by Independent Third Party: Yes
6-8" Opaque O/S Single Door
Certification Agency Certificate
FL22378 R6 C CAC NI007077 07-R2.Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514010A.Ddf
FL22378 R6 AE 514014A.Ddf
Created by Independent Third Party: Yes
22378.3 Stormguard Fiberglass Side -Hinged 6-8" Opaque I/S Single or Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
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. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
22378.4 Stormguard Fiberglass Side -Hinged
Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
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. Hurricane
protective system is NOT required. See DWG-MA-FLO170 for
anchor details and water performance where required.
Certification Agency Certificate
FL22378 R6 C CAC NI007077.07-R2.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170,odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514012A.Ddf
Created by Independent Third Party: Yes
6-8" Opaque O/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL22378 R6 C CAC NI007077 07 R2Todf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514008A.Ddf
Created by Independent Third Party: Yes
22378.5 Stormguard Fiberglass Side -Hinged 6'-8" Impact Glazed I/S or O/S Single Door w/ or w/o Sidelites
Door Unit
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L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-688-0609 Date: 10/10/2017
rllrmas,i,l:lOnlasPe OOnI
Test Report: NIA
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/ d w/out gap:
Fastener type. #30 wood screw
Nominal diameter:
D:
0.190 in
Root diameter:
Or:
0.152 in
Minimum required penetration:
p:
1.140 in
Side member: Douglas Fir -Larch (6=0.50)
Side member thickness:
To =
1.000 in
Side member dowel bearing strength:
F•, =
4,650 psi
Side member dowel bearing length:
I, =
1.000 in
Mode Im
Mode I,
Mode II
qm =
636.5 lbs/in
its = 884 lbs/in
A'. 00007
P =
725.61 lbs
P= 884 Ibs
8: 1.07
Ko =
2.400
Ko = 2.400
C. -427674
L,=
302 lbs
Z,= 368 lbs
P = 331 Ibs
z
(ft)
Main member dowel bearing strength:
F•„ = 3,350 psi
Kn = 2 400
Tabulated design value:
Min. Design value:
Z= 110 lbs
Z= 138 lbs
Fs= 4
Duration Factor,
Cp = 16
A. 000096 A
0OC107
Allowable Design
Value (ZCo): Z'=
175 lbs/anchor
(NDS 2012, NDS 2015, TR12)
Gap:
g: 0.0000 in
edge spacing (in)
Substrate:
Moment arm:
0.0000 in
Minimum embedment.
1.25 in
Screw bending yield strength:
Fys = 80,000 psi
2.50 in
4.00 163 202
Main member:
Spruce -Pine -Fir (G=0.42)
A4
Allowable Design Value:
Main member thickness:
t.= 1.500 in
#10 Tek screw
z
(ft)
Main member dowel bearing strength:
F•„ = 3,350 psi
0. C.
Tabulated design value:
Main member dowel bearing length:
I• = 1.140 in
Safety factor.
Fs= 4
Mode III, Mode III,
Mode IV
A. 000096 A
0OC107
A-
000135
8: 0.57 8:
0.5
a.
0.000
C: -253.623 C:
-267.699
C:
-93.6
Ms = 46.8 in -lbs Mm =
46.8 in -lbs
OK
AZ
P = 297 lbs P =
319 lbs
P =
263 lbs
Ko = 2.400 Ka =
2.400
Ko =
2.400
Z= 124 lbs Z=
133 lbs
Z=
110 lbs
Minimum anchor capacity. 155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure. 60.0 psf
Al Al
V
�Az 79.25
A7 At
72.75
37.50
N O A. 16-1222.06
edge spacing (in)
Substrate:
Hollow block
distance 2.00 4.00
Minimum embedment.
1.25 in
2.00 130 161
Actual edge distance:
2.50 in
4.00 163 202
Actual C To C spacing:
3.00 in
A4
Allowable Design Value:
Z..= 155 Ibs/onchor (per interpolation when needed)
Fastener type-
#10 Tek screw
z
(ft)
Substrate:
18 GA, Steel
0. C.
Tabulated design value:
Z= 1266 lbs
Load
Safety factor.
Fs= 4
(ft)
Allowable Design Value (ZFs):
Z'= 316 lbs/anchor
(in)
Minimum anchor capacity. 155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure. 60.0 psf
Al Al
V
�Az 79.25
A7 At
72.75
37.50
36.38
36.38
37.50
Al A4 A4 Al
�Y
Y_
Y_
Y_
X
j
1 79.25
Al
A4
A4
Al
147.75
1 of 4
Desian pressure: 60 0 nsf
Mux.
Anchor
Area
Load
Ind.
Zone
z
(ft)
(lbs)
(in)
0. C.
cap.
Load
Result
(ft)
(lbs)
(i^)
(in)
(lbs)Qty
(lbs)
Ai
2.3
138
N/A
N/A
155
1
138
OK
AZ
7.7
463
6.00
2100
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
Desian pressure: 60 0 nsf
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Max.
Anchor
Area
Load
Ind.
Zone
Z
0. C.
Cap.
Load
Result
(ft)
(lbs)
(i^)
(in)
(Ibs)
Qty
(lbs)
A,
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
N/A
N/A
155
4
117
OK
A4
2.3
138
N/A
N/A
155
1
138
OK
A5
7.7 1
463
1 N/A
N/A
155
3 1
154
OK
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-588-0609 Date: 10/10/2017
rlloinastCaNdomaspe com
Anchor Locations:
Double door
6.00 TYP. -
6.00
18'
MAX
O.C.
7-25
i
6.00
2 of 4
36.38 --- ---- - - -- 36.38
6.00 TYP.18.19 TYP.
3.00 TYP. i
R 'I f L/0
_*• 0 951 •*—
=-o
TAT 0 F
S'AN
S/
:cC 0 R lOP
s/ONAt
Luis R. Lomas P.E.
FL No. 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd Manufacturer. Masonite
Lewisville. NC 27023 Report # 514008A
434-688-0609 Date: 10/10/2017
fl lomasnldomas0e. colt/
Double door with sidelites
6.00 TYP.
- - 37 11
18.75 TYP
- 6 00 TYP.
3.00 TVP.
36.38 ---
18 19 TYP.
36.38
37.50
7 8'
MAX
O.C.
�I
i25
i
6.00
3 of 4
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd
Lewisville. NC 27023
434-688-0609
rl lomas!a I rlomasoe. com
Manufacturer: Masonite
Report #: 514008A
Date: 10/10/2017
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 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/7'
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.
7 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/7' UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-117' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R Lomas P F
FL No 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd
Lewisville, NC 27023
Manufacturer: Masonite
Report* 514012A
434.688-0609 Date: 10/10/2017
rllomasia lomaspe coni
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (composite 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:
With threads present in shear plane
Fastener type #10 wood screw
Nominal diameter: D: 0.190 in
(NDS 2012, NDS 2015, T1412)
Cap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength:
Root diameter:
Dr:
0.152 in
Main member:
Minimum required penetration:
p:
1 140 in
Main member thickness:
Side member: PVC
Main member dowel bearing strength:
Side member thickness:
t, =
1.000 in
Main member dowel bearing length:
Side member dowel bearing strength.
F. =
10,000 psi
Mode III,,, Mode III,
Side member dowel bearing length:
I, =
1.000 in
Mode I„ Mode I,
A.
Mode II
qm=
6365 abs/in qs= 1900 lbs/in
B'.
A 00005
P=
725.61 lbs P= 1900 lbs
C:
e. 1.07
Ko =
2.400 Ko = 2 400
C: -681.799
Z•,=
302 lbs Z,= 792 lbs
P =
P = 510 lbs
Ko = 2 400 Ko =
2.400
Ke =
Kr. - 2.400
Z= 135 lbs Z=
Min. Design value: Z= 125 lbs
Z=
Z= 212 lbs
Duration Factor: Co = 1.6
Allowable Design Value (ZCo):
Z'-
199 lbs/anchor
(NDS 2012, NDS 2015, T1412)
Cap: g: 0.0000 in
Moment arm: 0.0000 in
Screw bending yield strength:
Fib = 80,000 psi
Main member:
Spruce -Pine -Fir (C=0.42)
Main member thickness:
t• = 1.500 in
Main member dowel bearing strength:
Fd„ = 3,350 ps.
Main member dowel bearing length:
IT = 1.140 in
Mode III,,, Mode III,
Mode
IV
A 0.00066 A:
0.00092
A.
000105
B: 0.57 B.
0.5
B'.
0.000
C: -253.623 C:
-521.824
C:
-93.6
Ms = 46.8 in -lbs Mm =
46.8 in -lbs
P = 324 Ibs P =
529 lbs
P =
299 lbs
Ko = 2 400 Ko =
2.400
Ke =
2400
Z= 135 lbs Z=
221 Ibs
Z=
125 lbs
NO A 16-122206 edge spacing (in)
Substrate: Hollow block distance 2.00A201
Minimum embedment: 1.25 in 2.00 130
Actual edge distance: 2 50 in 4.00 163
Actual C To C spacing: 3.00 in
Alknwoble Design Value: Z. 155 lbs/anchor (per interpolation when needed)
Fastener type: #30 Self topping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area. A,. 0.0151 int
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi
Per table J3 2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness. t, 1.000 in Thickness: t2 0.052 in
Ultimate tensile strength; F,,, 14 ksi Ultimate tensile strength: F„2 22 ksi
Nominal strength per bearing (side member): An = 2Dt,F,,,, AM = 5320 lbs (Eq J.5-12)
Nominal strength per bearing (main member): An = 2Dt,F,,,z Rn2 = 435 lbs (Eq J.5-12)
Nominal strength per tilting: An = 4.2(t2'D)"2F„2 An = 478 lbs (Eq J.5-13)
Nominal screw shear strength: An = A,F„/1.25 Rn = 654 lbs (Eq J.5-14)
Safety factor-. o= 3
Allowable shear and bearing capacity: P„ 145 lbs/anchor
Fastener type: #10 Self topping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0190 in Screw shear ultimate strength: F„ 54.0 ksi
Screw root area: A, 0.0151 int Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vicryl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: i2 0(1—
Ultimate tensile strength: F,, 14 ks, Ultimate tensile strength: F,2
Nominal strength per tilting: An = 4.2(t2'D)1I2F,2 An = 1001 lbs (Eq E4.3.1-1)\ G R . L /
Nominal strength per bearing (side member): An = 2.7Dt,F,Ca , Rnl = 7182 lbs (Eq E4.3.1-2 and -4) \\\J�+ 0��
Nominal strength per bearing (main member): An = 2 7Dt2F,t Rn2 = 1280 lbs (Eq E4.3.1-3 and -5) .� • • \G E N ,ci S �j
Nominal screw shear strength: An = A,F„ /1.25 An = 654 lbs • •, i
Safety factor: n- 3 _� * • s (,5 V *'
Allowable shear and bearing capacity: P„ 218 lbs/anchor .� • --
�'Q • • =
Minimum anchor capacity: 145 lbs/anchor OF
Note: Anchors with the least capacity is —ad for calculations to qualify anchors with higher capacity. • •• t�
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1 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514012A
434-688-0609 Date: 10/10/2017
r onnas,�,!Oc,maspe.CGill
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
AlAl -
X Az 79.25
Al Al
1�
72.75
3750 36.38 36.38 37.50
�
Al Aa A4 Al
Al
A4 A4
Al
Y
AS
Y Y_
`%
Area
79.25
Ind.
18'
k
�
z
(ft)
147.75
(in)
Anchor Locations:
Design pressure: 60.0 psf
--- - 36.38 -
18.19 TYP.
Max.
Anchor
Area
Load
Ind.
18'
Zone
z
(ft)
(lbs)
(in)
O.C.
Cap.
Qty
Load
Load
Result
(in)
(lbs)
i
(lbs)
A,
2.3
138
N/A
N/A
145
1
138
OK
Az
7.7
463
6.00
2100
145
5
93
OK
A3
77
463
N/A
N/A
145
4
116
OK
Design pressure: 60.0 psf
Double door
36.38 -
6.00 TYP. -� 6. 3.00 TYP
--- - 36.38 -
18.19 TYP.
Max.
Anchor
Area
Load
Ind.
18'
Zone
z
(ft)
(lbs)
(in)
O.C.
Lap.
Qty
Load
Result
(in)
(lbs)
i
(lbs)
A,
2.4
146
N/A
N/A
145
2
73
OK
AZ
7.9
473
6.00
21.00
145
5
95
OK
A3
7.8
468
N/A
N/A
145
4
117
OK
A4
2.3
138
N/A
N/A
145
1
138
OK
As
7.7
463
N/A
N/A
145
4
116
OK
Double door
36.38 -
6.00 TYP. -� 6. 3.00 TYP
--- - 36.38 -
18.19 TYP.
18'
MAX
O.C.
79.25
i
6;�
2 of 4
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 WOOdford Rd Manufacturer: Masonite
Lew svme NC 27023 Report #. 514012A
434.688-0609 Date. 10/10/2017
^.Ipiras6c'l donlaspe. Com
Double door with sidelites
- 37.50 —___ _ .__ 36.38 —_ _- 36.38 37.50 - -
18 75 TVP. �=
6 00 NP. 6.00 NP NP
3.00 NP '..�I .�...
6.00
1 -i
1w
MAX
OIIC
7923
6.00
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*\CENs
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TAT 0 F �
0 R
S/ONAL/0 111 `E?\���
Luis R. Lomas P.E.
FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd
Lewisville, NC 27023
434-898-0609
rllomas,a Irlomasoe corn
Manufacturer. Masonite
Report # 514012A
Date: 10/10/2017
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 1/4" 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=2,000PSI 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.
7, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED
4 of 4
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4.TrATE OF
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Luis R. Lomas P.E.
FL No. 62514
10/1 C/2017